pedestrian bridge over sr 90/sw 8 st & c-4 canal

T E C H N I C A L P R O P O S A L | P E D E S T R I A N B R I D G E O V E R S R 9 0 / S W 8 S T & C - 4 C A N A L | F P I D N O . 4 4 70 4 6 - 1 - 3 2 - 01 | B C C E N G I N E E R I N G | P A G E 1

Understanding of Scope of Services & Design Criteria

This high-profile urban infrastructure project will safely connect Florida International University (FIU) and the City of Sweetwater with a Signature pedestrian bridge over SR 90/SW 8th St. and the South Florida Water Management District (SFWMD) C-4 Canal. The scope includes the delivery of a complete set of contract documents for: (a) a Signature shared-use cable-stayed pedestrian bridge; (b) Plazas with elevators and stairs; (c) Complete street improvements along SW 109th Ave.; and (d) optional services proposed urban Brothers to the Rescue Memorial. The following plans packages will be included: Bridge, Roadway, Civil/Site/Utility, Selective Clearing & Grubbing, Temporary Traffic Control, Drainage, Signing and Pavement Marking, Signalization, ITS Plans, Lighting, Miscellaneous Structure, Demolition, Architectural, Structural-Building, MEP, Landscape/Hardscape, and Irrigation. Additionally, the following plans, packages, and reports will include: QA/QC, Community Awareness, Typical Section, Pavement Design, Design Variation, Drainage, Wind Studies/Vibrations Analysis, Geotechnical, Survey (SUE), Bridge Development, Report, Bridge Design, Bridge Load Rating, Ancillary Structures, Temporary Critical Walls/Wall Design, Lighting Design, Building Design, Geotechnical, Technical Specifications, Modified Special Provisions and Specifications Package, Quantities (LRE/TRNSPORT updates), Construction Cost Estimate at each submittal phase, and post design services, as well as provide public involvement, utility coordination, permitting and survey support. BCC’s project management practices will include administration of contract, schedule and budget control, progress reporting/invoicing, project documentation, quality control, and coordination with FDOT PM Mr. Humberto Gomez, PE.

Awareness of Project IssuesUNDERSTANDING PROJECT ISSUES: Our team understands that extensive coordination efforts between Florida Department of Transportation (FDOT) District 6 (D6) and the project stakeholders has taken place to

reach consensus on the endorsed option presented as Appendix A of the Design Criteria (Base Design). The project is funded by a Federal Tiger Grant and local funds totaling approximately $14.9M, which is inclusive of design, construction, post design, and construction oversight. The project’s budget and schedule limitation require the project to move forward rather than revisiting matters which have previously been reviewed and agreed upon. Our approach is based on the fact that it is in the project’s best interest to move forward by refining the project aesthetics and incorporating design simplicity and cost saving innovations to ensure completion is on time and within budget. The BCC Team has identified the following key issues:

SAFETY: BCC will assure compliance with the new safety requirements, as recommended by the National Transportation Safety Board. Design simplicity will alleviate any public concerns that the bridge is safe for use. The BCC Team will implement:•simplicity of design/construction•tried and true structure type•structural redundancy•designing for construction, wind /vibration, temporary loading conditions •constructability reviews•strong QA/QC plan•form follows function.

COMPLEX BRIDGE: This signature bridge will consist of a two-span, continuous, cable-supported structure with a minimum walkable width of 20’. The design criteria requires the superstructure to be designed to sustain all dead load and limits cable-stays to carry live load only. The total bridge length is 280’ with a main span of 180’ over SW 8th St. and a 100’ span over Tamiami Canal. The bridge is to provide a maximum superstructure depth of 6’-8” to lower the bridge deck elevation and naturally attract pedestrian use of the bridge.

Since the structure will serve to hold events and gatherings, evaluation of floor, pylon, cable, and wind-induced vibrations is essential. BCC will conduct a wind tunnel model and test evaluation to achieve a safe and comfortable structure. Superstructure: Considering the importance of aesthetics, steel box girders are the best structural section for this project. For the required span lengths, a steel box girder can accommodate both dead and live loads, making our cable supported structure redundant and safe. Per Structures Design Guidelines (SDG) 5.6.2, box girders must provide a minimum interior clear height of 6’ for maintenance and inspection access. As a result, the required maintenance

access height cannot be provided and will require design variation approval. A rail-roller-inspection access platform will be considered to address the reduced inspection height. Setbacks: Minimum setbacks are required at all bridge supports. On

the south end, a setback of 35’ behind the back of the existing sidewalk is required. Bridge substructure

must accommodate the future right turn lane proposed in Miami-Dade Transit’s (MDT) Panther Station Bus Terminal Facility which will require early coordination. Constraints at the pylon requires minimizing foundation

footprint to maintain a setback of 20’ from edge of travel lane to face of pylon with no encroachment into roadway pavement or canal. At the north end, a minimum 15’ setback must be maintained from the bulkhead wall cap. Cable Stays: To conceal the hanger plate connection to the box girders while maintaining its aesthetic appeal, innovative wire rope and clevis connections through the bridge deck will be evaluated. In addition, the wire ropes as stay cables have higher factor of safety over strands and require less time to install, reducing road closures. We propose the use of galvanized wire rope cable and clevises that are prefabricated to the desired length, more reliable, and easier to install.

PEDESTRIAN BRIDGE OVER SR 90/SW 8 ST & C-4 CANAL F P I D N o . 4 4 7 0 4 6 - 1 - 3 2 - 0 1

Pylon design

preinstalled hangers

horizontal strut

steel core encased in concretebolted field splice embedded in pylon

steel core embedded in reinforced concrete base

integral cap


Pylon: The intermediate pier consists of two tapered pylons that incline over the Tamiami Canal. Selection of the pylon type must consider constructability, cost, and maintainability. The BCC Team evaluated several pylon types and concluded there are three options to consider: (a) Steel Pylons provide reliability, predictability, and ease of construction/rapid erection as well as aesthetic appeal. Steel hanger plates can be prefabricated and installed at shop but require unsightly bolted splices, anchored connections at base, and protective coatings that generate additional maintenance/inspection access issues and costs. (b) Concrete Pylons provide a smooth aesthetic finish and positive connection with a conventionally reinforced base-to-column connection. However, careful consideration of the height, location, and inclination of the pylons reveals construction challenges such as difficulty for shoring formwork above the canal. (c) Hybrid Concrete Pylons with Steel Cores offer the ‘best of both worlds’ which capitalize on the strength and reliability, speed, functionality of structural steel along with the aesthetic, flexibility, and durability benefits of concrete. These benefits include ease of construction over canal, pre-installed hanger plates from steel core and a support system for the formwork. A simple steel core I-section provides direct load-path to the hangers. Shear studs will allow for composite behavior and solid overlying services such as stiffeners are not necessary for full length of core facilitating concrete consolidation. Field splices will be designed to 125% of its capacity. Both an embedded steel core girder and surface core girder option will be investigated. GEOTECHNICAL: To support additional loading due to the new bridge configuration BCC proposes the use of auger cast piles at the pylon. Auger cast piles have the

advantage of developing high compression and tension capacities in a single unit, produce minimal noise and vibration, reduce impacts to existing concrete piles and bulkhead wall during installation, and reduce traffic impacts. Our team’s hands-on experience on the I-395 Reconstruction Design-Build Project affords us no learning curve. Removal of existing pile cap and load testing of existing piles to be reused is required. Load testing procedures will

be developed to ensure precautions are taken given the proximity to the adjacent bulkhead wall, building structures, utilities, and groundwater table to the pile cut-off elevations. The existing bulkhead wall, nearby utilities, and adjacent residential structures will be monitored for settlement, vibrations, and groundwater lowering in accordance with Section 108 of the FDOT Standard Specifications. Shallow foundation systems at the North and South Plazas will help reduce vibration-induced impacts to adjacent structures, reduce costs of foundations, require less equipment to construct foundation, and expedite construction schedule. ROADWAY: Milling and resurfacing along SR 90/SW 8th St. will extend east and west of SW 109th Ave. due to the impacts of the previous pedestrian bridge construction. Once the design survey is completed, our team will perform an assessment of the existing cross slope to determine if cross slope correction is warranted or a design variation is needed. Complete Street: Improvements along SW 109th Ave include reducing the existing typical section from 3-lanes to 2-10’ lanes with bike sharrow markings, wider sidewalks, landscaped bulb-outs, and decorative lighting, to promote a comfortable and safe ADA-compliant facility for pedestrians/bicyclists. BCC will coordinate with MDT to make provisions for the future Rapid Transit East-West Corridor that will connect the City, Engineering Center and MMC.

UTILITY COORDINATION: Critical utility items include coordination of temporary and final clearance requirements from both the 138kV FPL Transmission powerlines on the south and the FGT 8” Rinker lateral. Our team will support the D6 utility coordination effort by closely reviewing project constructability and mitigation methods to preserve the OSHA mandated clearances from the utilities. Our team’s constructability reviews will allow for early determination of the need for a line outage by FPL due to temporary encroachment into the mandated clearances giving FPL sufficient time to draft a utility work schedule with special conditions for de-energizing. Project constructability will also be analyzed to eliminate/reduce impacts to the FGT line. DRAINAGE/PERMITTING: The proposed drainage system along SW 109th Ave. will connect to an existing 24” exfiltration trench, which runs along the west side of SW 109th Ave.. The system discharges into the C-4 Canal, classified as an Impaired Water Body, requiring Total Maximum Daily Load (TDML) analysis for Nitrogen and Phosphorus, not included in the existing permit. The North Plaza drainage connects to the same system and will be adjusted as necessary to accommodate the final design. At the South Plaza, a self-contained exfiltration trench system will accommodate the runoff generated by the proposed pedestrian bridge and the localized irrigation system. Proper planning and coordination between bridge, drainage, and landscape disciplines is necessary to aesthetically integrate the drainage and irrigation system within the structure. The bridge canopy is shaped to direct water toward the center and down the columns into the longitudinal bridge conveyance system concealed between the dual box girders. Similarly, our team proposes an inverted bridge deck to direct runoff towards the center as well. Upon NTP, BCC will prepare a Permit Involvement Form (PIF) and meet with D6 Environmental Permits/NPDES Coordinator to establish all permitting requirements. Early coordination and application meetings with permitting agencies will streamline permit process. Additionally, we will support D6 in performing the National Environmental Policy Act (NEPA) re-evaluation and procure required permit modifications including: SFWMD Environmental Resource Permit (ERP), Miami-Dade County Regulatory and Economic Resources (RER) Class II Permit, SFWMD ROW Occupancy Permit for any encroachment into C-4 Canal, and National Pollutant Discharge Eliminating System (NPDES).

Pylon Type Comparison

Stee

lC

oncr

ete

Hyb

rid

Aesthetics 3 1 1Constructability 1 3 2Construction Cost 1 3 2Inspection 3 2 1Maintainability 3 2 1

(1) BEST (2) AVERAGE (3) WORST

Adjustable galvanized

Clevis

Adjustable galvanized

Clevis

surface steel core girder

embedded steel core girder

Hybrid Concrete Pylons with Steel Cores


TRAFFIC CONTROL: Level III Temporary Traffic Control Plans (TTCP) will ensure safety of pedestrian/bicyclists, vehicular traffic, and construction crews. TTCP development will take into consideration various stakeholders including: FIU students, faculty, staff, residents, businesses, Miami-Dade Transit (MDT), the City of Sweetwater and FIU Transit (CATS). Roadway closures/detours will be enforced during critical construction activities such as auger cast pile installation; erection of girders and stressing of cables. Please refer to construction sequence. A preliminary lane closure analysis for SR 90 yielded allowable closure times between the hours of 10 PM and 6 AM. For the proposed improvements along SW 109th Ave., it is anticipated that two phases of construction will be required. The first phase will shift traffic to the east and construct the improvements on the west side while the second phase will shift traffic to the west and complete the remaining improvements. SIGNALIZATION: The project includes closure of the existing historic pedestrian bridge over the C-4 Canal and elimination of the SW 8th St. at-grade crossing east of SW 109th Ave. and introduction of a new east-west crossing at the unsignalized intersection of SW 109th Ave and SW 7th Terrace to allow access to the north bridge plaza from east of SW 109th Ave. Our team will coordinate with D6 and the City for consideration of a new crosswalk and

1 Remove existing footing cap at Pylon 2. 2 Test existing piles for integrity and capacity. 3 Close outside two lanes and install new augercast piles at night. 4 Cast Pylon 2 footing.

1

1 2

3 4

221 Construct concrete

portion of Pylon 2. 2 Construct Piers 1

and 3. 3 Place temporary shoring at Pylon 2. 4 Close roadway and erect Span 2 box girders at night.

4

1

3

1 Cast Pylon 2 Integral cap and post-tension. 2 Close roadway and erect Span 1 box girders

at night.

3

2

1

4

1 Close roadway and erect steel core/hanger plate assemblies and pylon strut at night. 2 Support formwork from steel core and place.

Place concrete in lifts.

12

6

1 Construct Canopy 2 Close roadway and install and stress cables/wire ropes at night.

1

2

5

1 Close lanes and place deck concrete.

1 1traffic control /construction sequenceRectangular Rapid Flashing Beacon given the anticipated increase in pedestrian volumes. Existing traffic signal controller cabinet, service point disconnects and mast arms at the intersection are to remain as they are not being impacted by the project improvements. A full pedestrian signal actuation will be added to the new west leg replacing the existing pedestrian poles to meet ADA requirements. We propose adding the missing bicycle lane video detection at the bicycle lanes on SW 8th St. As the existing signal is operating with Adaptive Signal Control Technology (ASCT) system, the signalization design will be coordinated with D6 TSM&O office for review and final acceptance as well. The existing signal controller (NW quadrant) may conflict with construction activities, we will evaluate temporarily relocating the cabinet. ITS: Design will include pedestrian mobility and safety such as video surveillance within elevator cabs, bridge deck, and the north and south plazas, Blue-Light Emergency call stations at both plazas, Wireless WIFI public network, provision for future digital signage interactive pedestrian signs, and other amenities like USB charging ports at sitting areas. Our team will coordinate with FIU and the City of Sweetwater for the interconnection of the security and data systems to both the campus and City Police Departments and Information Technologies offices. To further enhance user-experience, ITS systems will be coordinated with specialty lighting to create a technology-interactive color-LED light system that allows interaction with students. S&PM: Improvements along SW 109th Ave provide two-10’ wide shared lanes with bicycle sharrow markings. Signing and Pavement Marking Plans will identify and upgrade substandard signs and markings to meet current FDOT and MUTCD requirements and the recommendations of the latest edition of the AASHTO Guide to Bicycle Facilities. Additional signage includes signing at historic pedestrian bridge due to its closure and possible wayfinding signs at the South Plaza which will be coordinated with FIU Facilities Manager. LIGHTING: Lighting includes color LED bridge aesthetic, bridge underdeck lighting, decorative lighting at North and South Plazas, and decorative lighting along SW 109th Ave. meeting City of Sweetwater standards. On the bridge, our approach will not exceed an average horizontal illumination of 5fc, to keep the

2


average horizontal illumination of the intersection close to 60% of the bridge illumination to prevent drivers from being distracted while approaching the bridge. Special low-dispersion and low power lighting will be used in the bridge deck sitting areas to allow reading under these sitting areas at a targeted level of 10fc. BUILDING/ELEVATORS: We will prepare the structural foundation and superstructure design of the stair/elevator towers on the north and south ends of the bridge. The structures will be designed for the weight of the building elements, pedestrian and maintenance live loads, the reactions from the elevators and wind loads in accordance with the Florida Building Code 2020 and FIU Building Standards. L A N D S C A P E/H A R D S C A P E/I R R I GAT I O N : Landscape/hardscape at plazas and bridge will be integrated to create an inviting space. The pedestrian bridge includes planters requiring suitable plant material with minimal irrigation and maintenance needs. As such, the proposed plant palette, consists of Florida native and Florida friendly species. The irrigation design will utilize a high-efficiency low volume irrigation system and smart controller technology to minimize water usage and any potential runoff. Soils within the bridge planters shall be coarse rather than fine grain organic to allow for a higher rate of percolation to the proposed drainage system. The irrigation system will follow FIU building standards and FDOT FDM requirements for all landscaped areas. The south plaza irrigation will tie into the existing FIU campus irrigation system. The north plaza irrigation will use water pumped from the C-4 Canal which will be permitted through SFWMD. The planters located on the bridge will use a potable water source which will be permanently tied into the bridge’s drainage system to avoid adverse effects, such as corrosion.PUBLIC INVOLVEMENT/VISIBILITY: Given the project’s unique history, substantial public/media attention will be drawn to the project from design inception to construction completion. A CAP Level 4 will be required along with constant monitoring of optics to ensure a clear and concise message is always delivered to the public. We will support FDOT in preparing and attending public meetings to inform the public of the safety measures being taken in design, construction, and oversight.

APPROACH/SOLUTIONS TO AESTHETICS ISSUES: Our team will coordinate with all stakeholders to make sure the design intent is implemented and ensure the project be permitted with the Authorities Having Jurisdiction (AHJ) and will work closely and deliver to FDOT/FIU all submittals and reports required according to schedule. Our design will not only implement Crime Prevention Through Environmental Design (CPTED) strategies, but all applicable Leadership in Energy and Environmental Design (LEED) strategies as well. These strategies will be implemented not only on the bridge where an irrigation drip system with endemic plant material is provided, but will also be applied to the plazas areas on both the north and south side of the bridge providing an all-encompassing iconic design. Refer to the Oral Presentation for our approach.

project management approachA clearly defined scope and understanding of the project’s commitments is necessary to develop an effective Project Management Plan (PMP). The BCC Team will be led by Kathy Lajo, PE, who has over 23 years of experience, including recent experience in both design and management of similar signature pedestrian bridge projects, such as the City of Miami Beach Baywalk Connector Pedestrian Bridge, the University of Miami Pedestrian Bridge over US-1, and the US-1 Douglas Station Pedestrian Bridge. Kathy will develop a PMP that establishes the project scope, budget, schedule, Quality Management Plan, list of deliverables, team contact list, proper lines of communication, and risk analysis. Project coordination, both internal and external, is key to the successful delivery of this project. Kathy’s detailed-oriented management approach ensures that she is always informed of all elements of the project so that she can maintain the FDOT PM, Humberto Gomez, PE informed of the status and progress with constant and open lines of communication. Her proactive approach includes early coordination with stakeholders such as, FIU, City of Sweetwater, MDT, regulatory agencies, and Utility Agency Owners to inform them of project objectives and schedule, clear understanding of criteria - meetings and action items will be documented, and follow-up meetings will be held to ensure project schedule is met. Meeting minutes will be shared with all team members and summarized during bi-weekly meetings to keep all disciplines informed of project decisions.

CONTROL OF DESIGN AND CONSTRUCTION SCHEDULE: The PMP will include the baseline schedule that expedites the Department’s schedule, adding float to ensure completion prior to the Production Date, December 20, 2022. The schedule has been built around the critical activities identified as permitting and obtaining written Authorization to Proceed from Owner after each phase submittal. Control of the schedule requires clear team direction to avoid rework •accountability of scheduled milestones•control of scope creep•assigning tasks to experienced/qualified staff•monitoring of the schedule to identify and proactively address activities that may cause schedule changes. Control of the construction schedule starts with production of contract documents addressing constructability during the design phase, rather than leaving it up to the contractor to figure it out during construction, avoiding costly budgetary overruns and delays. Our team’s experience and design approach focused on design simplicity, including constructability reviews, addresses the construction challenges now not later. CONTROL OF DESIGN AND CONSTRUCTION BUDGET: A well-defined scope • clear direction •tracking of progress•proper communication of design decisions/changes to avoid rework • control of scope creep is necessary to successfully track progress and control the design budget. Late request for changes or add-ons to project scope can result in rework of various disciplines which can impact the design budget and schedule. Early coordination with stakeholders allows for their concerns to be vetted and coordinated with D6 PM before impacting design efforts. BCC’s design approach includes innovations that simplify construction, minimizing construction costs and allowing for the project to be delivered under the estimated $11 Million. QUALITY CONTROL: A project specific QA/QC Plan will be submitted for approval within 20 days of NTP. QA/QC is our responsibility, not yours. Our plan will assign reviewers with relevant experience in the discipline being reviewed. We strive and employ ways to improve quality by documenting lessons learned and training staff so that these lessons are applied to future projects. BCC’s PM and the QC Team will be directly responsible for QA/QC implementation and will ensure that all deliverables are reviewed and corrected before submitting to D6 for review.


PROJECT STAFFING STAFFING QUALITY, AVAILABILITY & EXPERIENCE ON SIMILAR PROJECT: BCC has partnered with Janssen & Spaans Engineering (JSE) and Bermello, Ajamil & Partners (BA), assembling a team with the experience, expertise, and dedication to deliver total success on this project. BCC is no newcomer to managing challenging projects. We have delivered some of the most complex projects for FDOT D6 (Palmetto Section 2, Section 5 and Express Lanes). Additionally, JSE has successfully delivered more than 25 cable-stay bridges. Their complex bridge design experience combined with their construction engineering expertise distinguishes our team as one skilled in identifying and resolving constructability issues at the onset.

Leo Spaans, PE brings over 41 years of unparalleled experience and will serve as Lead Complex Bridge Engineer. Leo is currently performing the independent peer review for the I-395 Signature Bridge. He will work closely with our team’s Lead Architect, James Bowers, AIA, LEED AP, (BA) to achieve a signature design that provides aesthetic form and sustainable function. The success of this project lies in our ability to develop a design that prioritizes safety, constructability, aesthetics, and budget. BCC’s PM, Kathy Lajo, PE has over 23 years of FDOT experience and is well-versed in the steps necessary to efficiently take this project to its completion, affording FDOT no learning-curve. She is supported by team members with extensive experience and high technical qualifications in their assigned

discipline, Kathy’s position at BCC is purely project management, she is not committed to administrative activities of the firm - she will be committed to this project 100% without distractions. Our team is also committed to meeting the Department’s DBE goals, for this reason, we are including four Small Business/DBE firms in our team. Our team’s construction engineering experience affords FDOT a team with the foresight to address constructability during design rather than construction. Our team’s similar project experience is presented in the table below.

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CP

Cos

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In

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City of Miami Beach Baywalk Connector Pedestrian Bridge | $12M | BCC served as EOR of the signature shared-use pedestrian bridge over MacArthur Cswy in Miami Beach connecting South of Fifth and West Ave neighborhoods. | City of Miami Beach

US-1 Douglas Station Pedestrian Bridge | $10M | Redesign of pedestrian bridge of US-1, a major principal arterial, to accommodate roadway realignment. | FDOT D6University of Miami Pedestrian Bridge | $6M | Engineer of Record for the 125-foot translucent, covered bridge linking the east side of the highway at the University Centre strip mall to the Metrorail’s University Center Station | Miami Dade CountyI-395/SR 836/I-95 Project | $802M | BCC represents the FDOT for the Iconic I-395 Downtown Bridge. BCC developed the overall project concept and the pedestrian bridge, and worked with structural designers to vet concepts. JSE as Independent Peer Review | FDOT D6I-4 Ultimate Area 4 - Maitland Pedestrian Bridge | $11M | “Signature” cable-stayed bridge over I-4, includes bridge markers, monumental pylons, landscaping, dynamic fountains and a dramatic gateway pedestrian bridge. | FDOT D535th St. Pedestrian Bridge over South Lake Shore Dr. | $23M | The unique curving suspension bridge features an A-shaped tower with a single suspension cable designed to support the bridge deck. | Chicago Department of TransportationSR 46 Bridge over the White River | $8M | Construction engineering services and redesign of 472 ft cable-stayed bridge redesign of super structure for this cable-stayed structure. The precast concrete super structure was redesigned to cast-in-place construction | INDOTTerminal 25 Celebrity Cruises | $114M | BA Architect of Record | Complete makeover of Terminal 25 features a sleek design, cutting-edge technology, a posh suite lounge and a dedicated crew lounge | Port Everglades

STAFFING EXPERIENCE ON SIMILAR PROJECTS

STAFFING QUALITY & AVAILABILITY

Ariel Millan, PE (BCC)(26) Principal in Charge 30%

Kathy Lajo, PE (BCC) (23) Project Manager 100%

Leo Spaans, PE (JSE)(41) Complex Bridge 70%

Oscar Oliva, PE (BCC)(12) Roadway/TCP 75%

James Bowers, AIA, NACRB, LEED AP (BA) (19) Architect 80%

Christian Aquino, PE (BCC) (13) Building Structures 75%

Gabriel Hernandez, PE (BCC) (14) Site Civil 40%

Alex Vazquez, PE (BCC) (36) Drainage 70%

Joan De La Rosa, PE (BCC) (17) Misc. Structures 60%

Dacha Quintana, PE (BCC) (17) SPM/Signals 70%

Irene Fraga, LEEP AL (FRA)(20) MEP 35%

Arturo Espinosa, PE (BCC) (21) Lighting/ITS 45%

Ricardo Duran, PE (BCC) (19) Utility Coordination 75%

Reinaldo Villa, PE (UES) (16) Geotechnical 70%

Carlos Alonso, PSM, EI (MGV) (23) Survey 60%

Michael Kroll, RLA, FASLA (ML) (34) Landscape 50%

Guy L. Larose, PhD,PE (RWDI) (28) Wind Studies 30%

Kenneth Douglas, FIALD,MIES, LEED AP (HLB) (31) Lighting 50%

BCC BCC Engineering, LLC

JSE Janssen & Spaans Engineering, Inc.

BA Bermello, Ajamil & Partners, Inc.

NME New Millennium Engineering, Inc.

FRA Fraga Engineers, LLC DB

ML Miller Legg & Associates, Inc. SB

UES Universal Engineering Services, LLC

MGV Manuel G. Vera & Associates, Inc. DB

HLB HLB Lighting, Inc. DB

RWDI RWDI USA, LLC

TEAM MEMBERS

SB Small BusinessDB Disadvantaged Business Enterprise Key Personnel, Resume Included


ROADWAY DESIGN(3.2, 6.3.1, 7.1, 7.2, 7.3)

Roadway/TCPOscar Oliva, PE (BCC)

Engineer of Record

Shaun Connor, PE (BCC)Project Engineer

Drainage Permitting/Environment PermittingAlex Vazquez, PE (BCC)

Engineer of Record

Armando Rodriguez (BCC)Project Engineer

S&PM/SignalizationDacha Quintana, PE (BCC)

Engineer of Record

Hendric Mendez, PE (BCC)Project Engineer

Lighting/ITSArturo Espinosa, PE (BCC)

Engineer of Record

Omid Fallahinejad, PE (BCC)Project Engineer

STRUCTURES DESIGN(4.1.1, 4.3.1, 4.3.2)

Complex Bridge DesignLeo Spaans, PE, SE (JSE)

Engineer of Record

Javier Gauthier, PE (JSE)Project Engineer

Building StructuresChristian Aquino, PE (BCC)

Engineer of Record

Misc. StructuresJoan De La Rosa, PE (BCC)

Engineer of Record

Romesh Valdes, PE (BCC)Project Engineer

ARCHITECTURAL DESIGN(14.0, 15.0)

Architectural DesignJames Bowers, AIA, NACRB,

LEED AP (BA) Architect of Record

Civil/SiteGabriel Hernandez, PE (BCC)

Engineer of Record

MEPIrene Fraga, PE, LEED AP (FRA)

Engineer of Record

Cristina Santa-Cruz, PE, LEED AP (FRA)Project Engineer

Landscape ArchitectureMichael Kroll, RLA, FASLA (ML)

Landscape Architect of Record

Brian Shore, RLA (ML)Landscape Architect

Aesthetic LightingKenneth Douglas, FIALD, MIES,

LC, LEED AP (HLB) Lead Architect Lighting Designer

Elizabeth Johnson, IALD, MIES (HLB)Lighting Architect

QC TEAM

Complex Bridge Marvin Burns, PE (JSE)

Roadway Design Daniel Benitez, PE (BCC)

TCP Joaquin Barnes, PE (BCC)

Drainage Alex George, PE (BCC)

Misc. Structures Daniel Raymat, PE (BCC)

SPM/Signals/Lighting/ITS Alfred Lurigados, PE (BCC)

Architecture Agustin Barrera, AIA, NCARB (BA)

Civil Shari Ramirez, PE, ENV SP (BCC)

Building Structures Steve Goldstein, PE (BCC)

CONSTRUCTABILITY REVIEW

Steve McCue, PE (NME)

PROJECT MANAGERKathy Lajo, PE (BCC)

PIO SUPPORTTeresita C. Garcia (BA)

PRINCIPAL-IN-CHARGEAriel Millan, PE (BCC)

FDOT DISTRICT SIXPROJECT MANAGER

Humberto Gomez, PE

GEOTECHNICAL(9.1, 9.4.1)

Reinaldo Villa, MS, PE (UES) Barbara Vades-Perez, PE (UES)

SURVEY(8.2)

Carlos Alonso, PSM, EI (MGV)

UTILITY COORDINATION

Ricardo Duran (BCC)

WIND STUDIES

Guy L. Larose, PhD, PE (RWDI)

S U P P O R T S E R V I C E S

Task Name Duration Start Finish

Pedestrian Bridge over SR 90/SW 8 ST & C‐4 Canal 461 days Fri 3/5/21 Fri 12/9/22Notice to Proceed 1 day Fri 3/5/21 Fri 3/5/21General Tasks 362 days Mon 3/8/21 Tue 7/26/22

Project Kick‐off Meeting 1 day Mon 3/8/21 Mon 3/8/21Prepare & Submit Quality Management Plan (QMP) 10 days Mon 3/8/21 Fri 3/19/21Field Review 1 day Tue 3/9/21 Tue 3/9/21Prepare and Submit Community Awareness Plan (CAP) 10 days Mon 3/8/21 Fri 3/19/21Conduct Public Meeting No.1 1 day Wed 8/25/21 Wed 8/25/21Conduct Public Meeting No. 2 1 day Tue 2/8/22 Tue 2/8/22Env Research (CRES, Species) (By Department) 180 days Tue 11/16/21 Mon 7/25/22Env Research (Noise, Section 4f, Wetland, Contamination Review (By Department) 180 days Tue 11/16/21 Mon 7/25/22Env. Clear 1 day Tue 7/26/22 Tue 7/26/22Receive Design Survey (by Department) 1 day Mon 3/8/21 Mon 3/8/21Request / Obtain ESAL Data (by Department) 20 days Mon 3/22/21 Fri 4/16/21Soil Exploration & Prepare Initial Struct. & Roadway Geotech Report 50 days Mon 3/8/21 Fri 5/14/21Prepare Final Structures & Roadway Geotechnical Report 40 days Tue 8/17/21 Mon 10/11/21

Phase I ‐ 30% Plans 81 days Mon 3/8/21 Mon 6/28/21Prepare & Submit Typical Section Package 10 days Mon 3/8/21 Fri 3/19/21Update Long Range Estimate (LRE) 15 days Mon 4/19/21 Fri 5/7/21Prepare & Submit Pavement Design 10 days Mon 5/17/21 Fri 5/28/21Prepare 30% Rdwy, TTCP, Bridge BDR, Landscape , 3D Model & any DV 45 days Tue 3/9/21 Mon 5/10/21Prepare 30% Arch, Site/Civil, Struct‐Bldg, MEP, Landscape/Irrig 45 days Tue 3/9/21 Mon 5/10/21Prepare 30% Eng. Cost Estimate, TRNS*PORT, Estimate of Probable Cost and Outline Tech Specs 45 days Tue 3/9/21 Mon 5/10/21

Prepare Conceptual Drainage Report 30 days Tue 3/23/21 Mon 5/3/21Signing & Pavement Marking (S&PM) Analysis 25 days Tue 4/6/21 Mon 5/10/21Lighting Justification Report 25 days Tue 4/6/21 Mon 5/10/21QA/QC & Submit 30% Plans 10 days Tue 5/11/21 Mon 5/24/21FDOT/Owner & 30% Plans Package Review (5‐weeks) and Written Authorization to Proceed 25 days Tue 5/25/21 Mon 6/28/21

Phase II ‐ 60% Plans 90 days Tue 7/13/21 Mon 11/15/21Prepare 60% Rdwy, TTCP, Bridge, SPM, Lighting, Signals, Misc. Struct., Landscape ITS, 3D Model 55 days Tue 7/13/21 Mon 9/27/21

Prepare 60% Arch, Site/Civil, Struct‐Bldg, MEP, Communications, Landscape/Irrig. 55 days Tue 7/13/21 Mon 9/27/21Prepare Drainage Design & Submit Draft Drainage Report 55 days Tue 7/13/21 Mon 9/27/21Prepare 60% Eng. Cost Estimate, TRNS*PORT, Estimate of Probable Cost and Tech Specs 20 days Tue 8/31/21 Mon 9/27/21QA/QC & Submit 60% Plans 10 days Tue 9/28/21 Mon 10/11/21FDOT/Owner & 60% Plans Package Review (5‐weeks) and Written Authorization to Proceed 25 days Tue 10/12/21 Mon 11/15/21

Phase III ‐ 90% Plans 146 days Tue 12/14/21 Tue 7/5/22Complete Drainage Design & Submit Final Drainage Report 15 days Tue 12/14/21 Mon 1/3/22Prepare 90% Rdwy, TTCP, Bridge, SPM, Lighting, Signals, Misc. Struct., Landscape ITS, 3D Model 100 days Tue 12/14/21 Mon 5/2/22

Prepare 90% Arch, Site/Civil, Struct‐Bldg, MEP, Communications, Landscape/Irrig. 100 days Tue 12/14/21 Mon 5/2/22Obtain Certifications (ODA, Railroad, Permit, Utility, ROW, etc.) 10 days Wed 5/18/22 Tue 5/31/22Prepare 90% Eng. Cost Estimate (TRNS*PORT), Estimate of Probable Cost and Tech Spec 20 days Tue 4/5/22 Mon 5/2/22QA/QC & Submit 90% Plans 10 days Wed 5/18/22 Tue 5/31/22

1 2 3 4 5 6 7 8 9 101112 1 2 3 4 5 6 7 8 9 101112 1 2 3 4 5 6 7 8 9 101112 1 2 3 4 5 6 7 8 9 101112 1 2 3 4 5 6 7J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J

Task Name Duration Start Finish

FDOT/Owner & IPR 90% Plans Package Review (5‐weeks) and Written Authorization to Proceed 25 days Wed 6/1/22 Tue 7/5/22

Phase IV ‐ 100% Plans 50 days Wed 7/27/22 Tue 10/4/22Prepare 100% Rdwy, TTCP, Bridge, SPM, Lighting, Signals, Misc. Struct., Landscape ITS, 3D Model 20 days Wed 7/27/22 Tue 8/23/22

Prepare 100% Arch, Site/Civil, Struct‐Bldg, MEP, Communications, Landscape/Irrig. 20 days Wed 7/27/22 Tue 8/23/22QA/QC & Submit 100% Plans 5 days Wed 8/24/22 Tue 8/30/22FDOT/Owner & IPR 100% Plans Package Review (5‐weeks) and Written Authorization to Proceed 25 days Wed 8/31/22 Tue 10/4/22

Plans Complete 47 days Thu 10/6/22 Fri 12/9/22Production Plans Complete / Submit Package to FDOT 10 days Thu 10/6/22 Wed 10/19/22Prepare and Submit Specifications Package 10 days Thu 10/20/22 Wed 11/2/22Prepare and Submital Final Eng Const Estimate 10 days Thu 10/20/22 Wed 11/2/22QA/QC Production PS&E Submittal 5 days Thu 11/3/22 Wed 11/9/22PS&E Submittal Package / Submit Package to FDOT 1 day Thu 11/10/22 Thu 11/10/22FDOT Review of PS&E Submittal Package 20 days Fri 11/11/22 Thu 12/8/22Letting 1 day Fri 12/9/22 Fri 12/9/22

Right of Way 71 days Tue 3/9/21 Tue 6/15/21Kick Off Meeting with ROW for Bridge Aerial Easement 1 day Mon 4/19/21 Mon 4/19/21Bridge Aerial Easement 60 days Tue 3/9/21 Mon 5/31/21All ROW Clear / Certified 1 day Tue 6/15/21 Tue 6/15/21

Utilities 336 days Tue 3/16/21 Tue 6/28/22Utility Kickoff Meeting & Identification of UAOs 10 days Tue 3/16/21 Mon 3/29/21Prepare & Distribute Preliminary Plans to UAO 10 days Tue 3/30/21 Mon 4/12/21Receive Preliminary Plan from UAO 40 days Tue 4/13/21 Mon 6/7/21Preliminary Design Utility Meeting 5 days Tue 7/20/21 Mon 7/26/21Prepare & Distribute Plans with Matrix to UAOs / Coordination 60 days Tue 10/12/21 Mon 1/3/22Utility Design Conference 5 days Tue 2/15/22 Mon 2/21/22Order & Conduct Subsurface Utility Location Survey 50 days Tue 2/22/22 Mon 5/2/22Prepare & Distribute Last Prints to UAO 40 days Tue 5/3/22 Mon 6/27/22Utilities Certified & Letter Received 1 day Tue 6/28/22 Tue 6/28/22

Permits 312 days Mon 3/8/21 Tue 5/17/22Submit Permit Involvement Form (PIF) 10 days Mon 3/8/21 Fri 3/19/21Permit Coordination Meeting 1 day Mon 4/5/21 Mon 4/5/21Prepare & Submit Permit Application Packages (SFWMD, USACOE, FDEP, DRER, USFWS, NPDES) 15 days Tue 10/12/21 Mon 11/1/21

Prepare & Submit Building Permits (FIU, City of Sweetwater) 15 days Tue 10/12/21 Mon 11/1/21File Permit Application Packages 20 days Tue 11/2/21 Mon 11/29/21Issue Permits (SFWMD, FPWCD, ACOE) 120 days Tue 11/30/21 Mon 5/16/22All Permits Clear & Receive Permits Clear Letter 1 day Tue 5/17/22 Tue 5/17/22

1 2 3 4 5 6 7 8 9 101112 1 2 3 4 5 6 7 8 9 101112 1 2 3 4 5 6 7 8 9 101112 1 2 3 4 5 6 7 8 9 101112 1 2 3 4 5 6 7J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J

Project Staff Hour Summary

Name of Consultant: BCC Engineering, LLC

Activity No. Activity

BCC Engineering,

LLC

Janssen & Spaans

Engineering

Bermello Ajamil & Partners

New Millennium

Engineering

Fraga Engineers Miller Legg

Universal Engineering

Services

Manuel G. Vera &

AssociatesHLB Lighting RWDI Sub 10 Sub 11 Sub 12 Total Hours

3 Project Common and General Tasks 671 250 921

4 Roadway Analysis 881 62 943

5 Roadway Plans 291 30 85 406

6a Drainage Analysis 209 209

6b Drainage Plans 157 8 165

7 Utilities 100 100

8 Env. Permits and Env. Clearances 76 76

9 Structures - Summary, Misc. Tasks, Dwgs. 495 495

10 BDR 150 628 778

11 Temporary Bridge 0 0

12 Short Span Concrete Bridge 0 0

13 Medium Span Concrete Bridge 0 0

14 Structural Steel Bridge 0 3175 24 225 3424

15 Segmental Concrete Bridge 0 0

16 Movable Span 0 0

17 Retaining Walls 196 196

18 Miscellaneous Structures 204 204

19 Signing & Pavement Marking Analysis 109 109

20 Signing & Pavement Marking Plans 56 56

21 Signalization Analysis 86 8 94

22 Signalization Plans 37 37

23 Lighting Analysis 372 2 1252 1626

24 Lighting Plans 106 106

25 Landscape Analysis 0 698 698

26 Landscape Plans 0 556 556

27 Survey - Field and Office Support 0 96 96

28 Photogrammetry 0 0

29 Mapping 0 0

30 Terrestrial Mobile LiDAR 0 0

31 Architecture Development 300 3300 80 3680

32 Noise Barriers Impact Design Assessment 0 0

33 ITS Analysis 381 8 389

34 ITS Plans 68 68

35 Geotechnical 0 331 331

36 3D Modeling 173 173

5,118 3,803 3,550 80 80 1,401 331 96 1,252 225 0 0 0 15,936

27 Survey Field Crew Days 16 16

Notes: 1. Staff hours for prime consultant come directly from each discipline's worksheet.2. Staff hours for subconsultants are to be entered manually into columns D through O.3. For workbooks prepared by subconsultants, their project hours will be totaled in column C.

Project Total

447046-1-32-01Project Staff Hours

Pedestrian Bridge over SR 90/SW 8 Street & C-4 Canal from the FIU Campus to the City of Sweetwater

roadbridgeshest_staffhour - BCC Team.xlsxSummary Page 1 of 1 12/7/2020


R E S U M E S | P E D E S T R I A N B R I D G E O V E R S R 9 0 / S W 8 S T & C - 4 C A N A L | F P I D N O . 4 4 70 4 6 - 1 - 3 2 - 01 | B C C E N G I N E E R I N G

Mr. Millan has 26 years of professional highway engineering experience. Mr. Millan’s abilities encompass a broad range of skill sets; his experience includes Restoration, Resurfacing and Rehabilitation (3R) projects, urban curb and gutter roadway reconstruction projects, rural highways with flush shoulders and limited access facilities with complex urban interchanges. In addition to his technical abilities, Mr. Millan is a highly effective Project Manager and Task Leader and is well aware of the effort required to successfully complete roadway design projects including coordination with the client, subconsultants, permitting agencies, contractors and various design disciplines. Mr. Millan also provides supervision of design/production personnel, and the systematic implementation of an effective quality control/quality assurance plan. With a board range of skills, Mr. Millan has acted as Principal-in-Charge for many of BCC’s high profile projects insuring the company’s resources are available to deliver projects on schedule and within budget.

Relevant Project ExperienceFlagler Street Downtown Beautification, Civil Engineering Services for Roadway, Parking, and Pedestrian Accommodations, Miami, FL - The project involved full roadway reconstruction, sidewalk widening, provision of valet parking system,

reconfiguration of on-street parking, and coordination with the landscape architect to propose trees in a corridor saturated by underground utilities designed and permitted for relocation. The purpose for this project was to make Flagler Street a more pedestrian-friendly roadway where the street can be closed for events creating a street plaza environment. In addition, several traffic calming measures were introduced including narrowing the travel lanes, decorative high-visibility pedestrian cross walks, and decorative street furniture. The project also included the provision of new hardscape patterns, street lighting design, and the drainage re-design of the drainage system to provide a 100-year service life operation. In addition, this project included extensive utility coordination, the new design of the water distribution line, and two sanitary sewer gravity lines. Extensive coordination with permitting authorities, Miami-Parking Authority and Miami Downtown Development Agency (DDA). Project Role: Project Manager and Engineer of Record.

I-275 Howard Frankland Bridge, Tampa, FL - At the time of award, this project was the largest District 7 design-build project ever let for construction and the largest bridge ever constructed in the state of Florida. The primary goal of this project is to design and construct the replacement for the existing NB I-275 (SR 93) Howard Frankland Bridge over Old Tampa Bay

in Pinellas and Hillsborough Counties and remove the existing Northbound 1960’s exiting bridge. The Project undertakes major additions and changes to the existing roadway system by adding express lanes, improving existing roadways, enhancing safety, adding capacity and mobility, and accommodating future light rail. The new bridge will be over 15,000 ft long, with 143-ft spans matching the pier locations of the 1990’s bridge, enhancing boater safety and aesthetics of the bridge structures. As an added value, our design reconfigures the scenic overlooks making them 4.5 times larger than the RFP Concept providing significantly enlarged shaded seating area and refuge for maintenance vehicles, as well as an uniform look for all the piers across the bridge, this not only enhances the aesthetics, but also improves the safety of the boaters navigating. Project Role: Principal-in-Charge.

SR 826 (Palmetto Expressway)/SR 836 (Dolphin Expressway) Interchange Improvements, Section 5 Design-Build, Miami-Dade County, FL - BCC served as the Prime Designer for this Design-Build project to reconstruct the SR 826 (Palmetto Expressway)/SR 836 (Dolphin Expressway) Interchange. This project included the reconstruction of SR 826 from south of Flagler Street to north of NW 12th Street and SR 836 from east of NW 87th Avenue to west of 57th Avenue. The SR 826/SR 836 Interchange is a four-level System-to-

PRINCIPAL-IN-CHARGEAriel Millan, PE

Years of Experience: 26

Education: MS in Civil Engineering, Florida International University, 1999BS in Civil Engineering, Florida International University, 1995

Registration: Professional Engineer - Florida No. 54572, 1999Texas No. 134292, 2019Georgia No. 043804, 2018S. Carolina No. 36558, 2019


System Interchange with direct connectors that provide for traffic movements in all directions between the two expressways. The project also included the reconstruction of two service interchanges, the reconstruction of NW 12th Street and the realignment of the North Line Canal. The project included 47 new bridge structures (four Concrete Segmental Flyovers, seven Steel Plate Girder, and 36 FIB) as well as an extensive amount of permanent and temporary walls, and sign structures. Project Role: Design Engineer assisting in the development of the roadway geometry.

SR-9 (I-95)/Copans Road Interchange; Broward County, FL - The I-95/Copans Road interchange is a partial cloverleaf interchange with loop ramps in three of its four quadrants (northwest, southwest, and northeast quadrants). This project includes interchange improvements required to address deficiencies associated with the interchange. These deficiencies include a high level of traffic in the merge and diverge areas between entrance and exit ramps. To address these deficiencies, the interchange ramps will be modified in order to combine the two northbound entrance ramps into a single entrance ramp, physically separated from the I-95 General Purpose Lanes. Similarly, the two-southbound entrance and exit ramps will be combined to create a C-D road system in the SB direction. The interchange uses two parallel concrete beam bridges to carry I-95 over Copans Road. Accommodating the ramp modifications required for this project will require a minor widening of the northbound bridge, and either a major widening of the southbound bridge, or a new ramp bridge immediately west of the existing southbound bridge. Copans Road is an off-system Broward County facility, classified as urban minor arterial. The project includes enhanced coordination with Broward County to address re-striping Copans Road to provide Bike Lane continuity. Project Role: Drainage Quality Control.

SR 5/US 1 Reconstruction from North of SR 713/Kings Highway (MP 20.928) to South of Oslo Road/CR 606 (MP 1.856) Design-Build, St. Lucie

and Indian River Counties, FL - Project included the reconstruction of SR 5/US 1 from north SR 713 (Kings Highway) to south of Oslo Road (CR 606) in St. Lucie and Indian River Counties. The existing roadway was reconstructed from a four-lane divided rural typical section with open shoulders to a six-lane high-speed suburban typical section with Type E curb and gutter. The new roadway has three 12-foot lanes, 5-foot bicycle lane, 6.5-foot inside and outside shoulders and 6-foot sidewalk in each direction. The project also introduced a closed drainage system with both wet and dry ponds, as well as the replacement of two existing bridge structures (including one historic bridge) with twin Florida-I Beam (FIB) bridge structures carrying US 1 over the Florida East Coast (FEC) Railroad and Old Dixie Highway. The project involved innovative modular construction techniques to minimize disruption by precasting the bridge pier segments for erection on-site. Project Role: Project Manager.

Central Boulevard Widening Realignment and Service Loop Design-Build, Miami-Dade County, FL - Reconstruction of the principal access in and out of Miami International Airport (MIA). The $45 million project also included construction of north and south service loops to separate airport service vehicles from passenger vehicles; reconstruction of NW 20th Street and NW 42nd Court; seven bridges; Intelligent Transportation Systems (ITS), improvements; and signature MIA wayfinding signage. Improvements also included drainage, signing and pavement markings, lighting, signalization, utilities and landscaping. Project Role: Design Project Manager and Roadway Engineer-of-Record.

Coral Way from SW 74th Avenue to SW 89th Avenue, Miami-Dade County, FL - Project consisted of the reconstruction of an existing divided four-lane roadway to a six-lane divided roadway through a heavily congested urban corridor, including the widening of an existing bridge and the construction of a pedestrian bridge over the Coral Gables Canal. Project Role: Project Manager/Engineer-of-Record.

Responsibilities included roadway and geometric design, drainage design and permitting, signing and pavement markings design, coordination of all subconsultants, lighting design, landscape design, signalization design, and traffic control plans.

I-275 (SR 93) Roadway and Bridge Widening with Median Reconstruction from Floribraska Avenue to Osborne Avenue, Hillsborough County, FL - Project consisted of the widening of ten existing bridges at five locations and median shoulder widening along 1.5 miles of I-275 from Floribraska Avenue to Hillsborough Avenue. Shoulder widening consisted of removal of median guardrail, milling and resurfacing existing asphalt paved shoulders, widening with concrete and asphalt pavement, and drainage structure modifications. Component plans included lighting, signing and pavement markings, Intelligent Transportation Systems (ITS), and structures plans. Project Role: Project Manager.

I-4 Widening from SR 44 to East of I-95 Design-Build, Volusia County, FL - Responsibilities included roadway design and managing design for drainage, temporary traffic control patterns (TTCP), signing and pavement marketing and signalization plans, signals, structures, Intelligent Transportation Systems (ITS) and permitting. This project involved widening of I-4 (SR 400) from four to six lanes, from the SR 44 interchange to west of I-95 and resurfacing to east of I-95 and replacement of the existing ramps to/from I-4 and US 92. The project also involved the design and construction of one temporary and six permanent bridges. The roadway work consisted of widening and resurfacing as well as reconstruction with the replacement of asphalt pavement with concrete pavement using a procedure known as “white topping.” Project Role: Design Project Manager/Roadway Engineer-of-Record.



Ms. Lajo has 24 years of Transportation Engineering experience. During this time, she has been extensively involved in the design and management of various transportation facilities including both roadway and structures infrastructure. Her most recent similar experience includes the management and design of the signature Baywalk Connector Pedestrian Bridge in the City of Miami Beach which involved coordination with various discipline and innovations to ensure the budgetary constraints were met. Ms. Lajo’s detail-oriented approach maintains her engaged in every aspect of the project.

Relevant Project ExperienceMIA Pedestrian Bridge Project, Miami-Dade County, FL - Deputy Project Manager/Engineer of Record responsible for the development of a complete set of construction documents for the shoring of the existing pedestrian bridges (3062B & 3062C) at the Miami International Airport. Existing one-span bridges span from the upper drive to the temporary parking garage. The structural steel bridges consist of two through girders with reinforced concrete deck, supported on columns and roof slab of existing Consumer Services Building, Shoring system consisted of a two structural steel hollow tubes on spread footing. Project Role: Deputy Project Manager/Engineer of Record.

City of Miami Beach Pedestrian Baywalk Connector Bridge Project, Miami-Dade County, FL - Manager/Engineer of Record of the ‘signature’ shared-use bridge in the City of Miami Beach that connects the South of Fifth and West Ave neighborhoods and provides pedestrian waterfront access for Miami Beach residents. The main span of the bridge is approximately 150’ over the MacArthur Causeway. The bridge superstructure consists of two prestressed girders with a conventionally reinforced concrete deck. Additionally, scope includes an elevator tower, electrical building, stairs at each end of the bridge, utility relocation, decorative lighting, public involvement, and permitting. Project Role: Manager/Engineer of Record.

US-1 Winston E. Scott Skywalk Overpass, Miami, FL - Deputy Project Manager/Senior Engineer responsible for the structural design a pedestrian bridge over US-1 between Ponce de Leon and 37th Avenue. The project consists of the replacement of the existing pedestrian bridge structure over US-1 at Douglas Rd. The proposed structure will consist of a single span prefabricated truss bridge that will span approximately 125’-0” over US-1. Bridge will be supported by aesthetically designed reinforced concrete towers. Responsible for the overall geometry, design and bridge plan development for the structure. Other responsibilities include traffic control, permitting, utility coordination,

and public involvement. Project Role: Deputy Project Manager/Senior Engineer.

DW Local Government In-Depth Bridge Inspection, FDOT District 6, Miami-Dade & Monroe Counties, FL - Project Manager responsible for the inspection of a total of 346 local government bridges, consisting of 11 bascules, 243 underwater inspections, 17 fracture critical inspections, and additional interim inspections. This Project consisted of the bridge inspection of all Local Government bridges located within the geographical limits of the FDOT’s District 6, in compliance with Federal and State regulations. This Project also included heavy coordination with local municipalities, including Miami-Dade County, Miami-Dade Transit, City of Miami, City of Coral Gables, and Monroe County. Project Role: Project Manager.

St. Lucie and Palm Beach Counties Ramp Improvements, St. Lucie and Palm Beach County, FL - Project Manager responsible of improvements on various on/off ramps along the I-95 corridor within Palm Beach and St. Lucie County as well as the off ramp to Australian Avenue from SR 80/Southern Blvd to improve traffic operations and mitigate operational deficiencies by extending vehicular storage lengths on right and or left turn movements on each ramp. Project includes roadway widening and milling & resurfacing, traffic control, drainage, signing and pavement

PROJECT MANAGERKathy Lajo, PE


Education: MS in Information Technology, American Intercontinental University, 2002BS in Civil Engineering, Florida International University, 1996

Registration: Professional Engineer - Florida No. 63068, 2005


markings, signalization, lighting and ITS. Project Role: Project Manager.

SR 84 at NW 136th Ave Intersection Improvements, Broward County, FL - Deputy Project Manager/Senior Engineer responsible for analysis, design, and construction plans production for improvements to the NW 136th Avenue and SR 84 Intersection. This Project consists of the addition of a WB to NB right turn lane from SR 84 to NW 136th Avenue to provide three right turn lanes, inside and outside widening of bridges over the North New River Canal to provide a third SB thru lane and taper the NB thru lane, reconstruction of the traffic separator under the overpass to correct deflection across the intersection and increase storage for SB to EB left turn lanes, installation of overhead signs on NW 136th Avenue to direct SB traffic to I-595 east and SR 84 east, and converting a NB thru lane to a NB left turn lane at SR 84 WB. This Project also includes coordination with multiple utilities, Broward County, City of Sunrise, City of Davie, and SFWMD for bridges over canal and revetment modification. Project Role: Deputy Project Manager/Senior Engineer.

MDT Pedestrian Bridge over US-1 at University Station, Miami-Dade County, FL - Senior Engineer Responsible for the structural design of a pedestrian bridge over US-1 at Mariposa Court, near University of Miami Station. Project consists of the pedestrian bridge development and plans preparation of a single span pedestrian bridge and post design services. This project required coordination with the City of Coral Gables, FDOT District 6 and Miami-Dade County. Project Role: Senior Engineer.

SR 934/NW/NE 81st St. from NW 13th Ct. to Biscayne Blvd., Miami-Dade County, FL - This Project consisted of the roadway design and development of construction documents for the widening, reconstruction, and safety improvements of approximately 2.5 miles of an undivided, two-lane, one-way road. This Project also involved signalization improvements, drainage, traffic control, specifications, milling & resurfacing, and safety

improvements for SR 934, a 2.32-mile, 2–lane, urban arterial with street parking on both sides. This corridor is located within the limits of unincorporated Miami-Dade County and the City of Miami. Project Role: Deputy Project Manager/Senior Engineer.

NE/NW 87th St. from NW 2nd Ave to Park Dr., Village of EL Portal, FL - This Project consisted of the complete design and development of construction documents and involved roadway widening, milling & resurfacing, placing appropriate traffic pavement markings, and retrofitting pedestrian ramps to meet ADA requirements. This NE 87th Street corridor is an urban collector of approximately one mile with an undivided, two-lane, two-way road located within the Village of El Portal in Miami-Dade County. This Project also included cross-slope correction, signalization replacement and correction of timing, drainage, traffic control, signing and pavement markings, specifications, and quantities. Project Role: Project Manager.

Miami International Airport Upper Vehicle Drive Rehabilitation Project, Miami-Dade County, FL - Deputy Project Manager/Senior Engineer responsible for milling & resurfacing plans, signing and pavement marking and traffic control plans for the rehabilitation effort. Project consists of complete professional engineering services for the restoration of the Miami-International Airport Upper Drive Bridge Structure (FDOT Bridge No. 874635). Project included preparation of rehabilitation plans, specifications, cost estimate, permitting, and coordination with Miami-Dade County and procurement services. Project Role: Deputy Project Manager/Senior Engineer.

NW 33rd St. Widening & Reconstruction from NW 97th Ave to NW 87th Ave Design-Build, Miami-Dade County, FL - This Project consisted of the analysis, design, and plans preparation for roadway, signal replacement and correction of timing, truck traffic analysis, drainage, lighting, and signing & pavement markings. This Project also involved the development of construction documents for the widening

and reconstruction of approximately one mile of an urban arterial from a 3-lane, undivided typical section facility to a 5-lane, divided typical section facility. In addition, this Project included horizontal and vertical design, drainage, traffic control, lighting, signalization, and signing and pavement marking plans. Project Role: Project Manager/Engineer of Record.

MDT Park-n-Ride, Miami-Dade County, FL - Senior Engineer responsible for the design of a Park and Ride Facility at South West 344th St. and South Miami Bus-way in Florida City This project includes the provisions for a permanent restroom facility and security booth on-site to serve the MDT operators. Project Role: Senior Engineer.

Big John Monahan Bridge Replacement Project Design-Build, Martin County, FL - Senior Engineer Responsible for the design of all superstructure and substructure elements of the Category 2 Big John Monahan Bridge (SR 710) over the St. Lucie River Canal and Kanner Highway. This Design-Build Project consists of the replacement of the existing structurally deficient bridge structure. Bridge consists of two skewed six-span high level bridge structures with main spans of 186 ft. The bridge superstructure consists of a conventionally reinforced concrete deck on prestressed Florida I Beams. The substructure consists of reinforced hammerhead piers supported on pile foundations. Project Role: Senior Engineer.



James R. Bowers is a Florida-registered architect with more than 20 years of architectural experience with a variety of project types. His past experience includes maritime cruise terminals, as well as mixed-use residential developments, lower and higher education, corporate and transportation projects for both public and private clients. Mr. Bowers has extensive experience in project management, design, document coordination, and construction management, in addition to code and specification research.

Relevant Project Experience1537 San Remo Mixed-Use Student Housing Community, Coral Gables, FL - A Mediterranean-inspired mixed-use building fronting a scenic public park, this Student Housing Community provides 170 off-campus student housing units which are complemented by ground floor retail and commercial uses meant to serve the residents and community at-large. This Student Housing Community is situated less than a half mile from the University it intends to serve and was designed for one of the foremost developers and managers of off-campus housing communities in the country. Project Role: Architect.

St. Thomas University, Gus Machado School of Business, Miami Gardens, FL - The new home of the

Gus Machado School of Business includes a state-of-the-art classroom building, the Business School Administration Building and the Center for Career Development Designed by Bermello Ajamil & Partners, Inc., this twenty-first century complex is a “campus within a campus” that will reflect the modern workplace, have an open architecture, utilize multi-purpose spaces and combine a robust technology infrastructure with the functionalities needed to learn real life business practices. It will offer a first-class business education in a first-class environment, and will allow the Gus Machado School of Business to continue to grow and produce tomorrow’s leaders in business and industry. Project Role: Architect.

Dolphin Park and Ride Station Master Plan, Miami, FL - BA is working with HNTB on the basis-of-design for a design-build package for a park & ride facility in Doral close to the Dolphin Mall. The site is located on approximately 15 acres of publicly-owned land on NW 12th Street, west of the Turnpike and east of NW 122nd Avenue in Miami-Dade County. The Dolphin Park & Ride station will support: MDT’s SR-836 Express Bus project, other Express Bus routes, a future commuter rail service, and provide a potential terminus or stop for several local bus routes serving the nearby cities of Sweetwater and Doral as well as the Dolphin Mall. BA

prepared the architectural and landscape architectural design for the buildings, including the bus canopy. Project Role: Designer.

Triptych, Miami, FL - BA has been retained by a private developer to provide the design of Triptych, a mixed-use high-rise consisting of 2 levels of retail, 3 levels of office, and the rest consisting of a 20-floor hotel nestled between Midtown and the Design District in Miami. The retail portion of the development is approximately 40,000-SF, office is about 40,000-SF with an approximate gross square footage of 370,000. The building will also house a state-of-the-art mechanized parking system. This project is in the preliminary design stage. BA is providing architectural, landscape architectural and civil engineering services on this project. Project Role: Architect.

One Birch Road, Broward County, FL - Designed for Ocean Land Investments, Inc., One Birch Road is envisioned to be a thoughtfully developed, prime waterfront property, with luxury three-bedroom condominium residences that will improve the overall aesthetic of this previously underutilized site in Broward County. The elegantly designed 11-story building features 19 boutique luxury condo residences which front the Intracoastal Waterway and provide a variety of resort-like amenities and semi-private elevators

ARCHITECTURAL DESIGNJames Bowers, AIA, NACRB, LEED AP


Education: Master of Architecture, New School of Architecture & Design, 2002Bachelor of Architecture, ITESO University, 2000

Registration: Registered Architect, State of Florida, Reg. No. AR94133Registered Interior Design, State of Florida, Reg. No. ID6662Registered Architect, Mexico, Reg. No. 3285630


that lead to individual foyer entrances. The design introduces modern architecture and upscale amenities that complement the property’s picturesque natural beauty. The large, open floor plans of One Birch Road residences also provide high ceilings, floor-to-ceiling windows, and glass railings on the oversized balconies. Every residence will afford unobstructed, sweeping views of the waterfront and the Downtown skyline. Project Role: Architect.

Norwegian Cruise Line’s Terminal B at PortMiami, Miami, FL - Terminal B will accommodate ships of up to 5,000 passengers, and feature new technology to support faster and more efficient embarkation and disembarkation processes, as well as expedited security screening and luggage check-in. The project will also feature a new parking garage with valet parking area with direct access to the terminal and lounge. The project will be constructed to LEED Silver standards, focusing on innovation in design and terminal operation to create a platform that will optimize energy performance, indoor air quality, water efficiencies and maximize the use of local materials and resources. The modern terminal design draws inspiration from a nautilus, with a spiraled and multi-level façade opening up to grand ocean views. Innovative lighting, inviting indoor and outdoor waiting areas, and other guest-centric elements will enhance the overall passenger experience in what will surely be a gem in Miami’s skyline. Project Role: Architect.

Jumeirah Beach Development, Dubai, United Arab Emirates - A mixed-use residential program consisting of a condominium tower that will be comprised of apartments, offices and restaurants. The scope of work also included the possible reclamation of additional parcels of land for a development program consisting of a resort hotel, deluxe residential villas and wharf housing condominiums. Project Role: Designer.

Moscow, The World, Dubai, United Arab Emirates - Designer of 85,000 s.m. of mixed used, commercial,

retail, hotel and residential space. Sustainable design such as photovoltaic, green roofs, and wind generated power to be implemented. Project to be LEED certified. Project Role: Designer.

Highlands Park & Community Center, Deerfield Beach, FL - Design of a new 3,500 SF Community Center which was inserted into the existing 2.16 acre triangular park. The main multi- purpose space can be divided into (2) two separate spaces that accommodate a variety of uses at the same time. The facility has a dedicated service area for catering. Site improvements include additional landscaping, new sidewalks to the building (main entry/front and a separate service/back of house) and new shade over the existing playground area. The building is designed to accommodate emergency operation communications for the community before, during and after a hurricane. Project Role: Designer.

PortMiami Cruise Terminal V Virgin, Miami, FL - BA is the Architect of Record for the first Virgin Cruise Terminal at the PortMiami. The project consists of approximately 130,000 square feet of cruise operational space. This three level facility is design for 3,000 passenger capacity. The Scarlet Lady will be the vessel berthing at this facility. Project Role: Project Manager.



Leo’s experience in Structural Design and Construction Engineering has spanned over 42 years with numerous types of complex and non-complex bridge structures: conventionally reinforced slabs, post-tensioned slabs, prestressed concrete beams, post-tensioned segmental concrete beams, post-tensioned concrete segmental boxes, steel beams and plate girders, and curved plate girders. As the Chairman of JSE, Leo Spaans is involved with all aspects of design, redesign, construction engineering, and engineering services of all ongoing projects.

Relevant Project ExperienceArapaho Road, Addison, TX - Leo performed the analysis on stressing sequence for the vertical stays, erection procedure for the steel arch rib, and post-tensioning of the transverse floor beams. The structure was checked during erection against the calculated model developed by Leo during each stage of construction. The twin unbraced steel pipe tied arches span 170’ and carry 6 lanes of traffic on the North Texas Tollway. Project Role: Bridge Design.

Damen Avenue Tied Arch Suspension Bridge, Chicago, IL - Leo was project engineer/manager and provided design services that included integrated shop drawings, camber and erection elevations, cable stay

stressing instructions and falsework design. 308’ cable stayed steel arch with 70 wide deck. Project Role: Bridge Design.

Elkhart East Interchange, East-West Toll Road, Indiana - Leo created the design calculations provided to INDOT Toll Road Division to include experimental externally post-tensioned built-up plate girders. Leo also designed the transverse post-tensioning used in the deck, pier caps and integral abutments. This is a unique 93.5m bridge having 2 spans of 46.75m each. Project Role: QC Manager.

Main Street Bridge Over Scioto River, Columbus, OH - Leo developed an approved erection sequence and supporting calculations that combine results from a 2-D analysis accounting for creep and shrinkage in the concrete deck with a 3-D steel analysis of the tub-girder and tied arch. Leo developed and made analysis for the six falsework towers needed during various stages of construction. He developed a geometry control manual that includes step-by-step deflections and target control point locations for 3-D survey at each stage of construction. The Main Street Bridge is a 663’ steel tub-girder that supports three lanes of traffic with an asymmetric single-rib tied steel arch inclined at a 10o from vertical. The steel arch supports a pedestrian trail that sweeps horizontally and vertically away from the

roadway to provide an unobstructed view of the city. Project Role: Bridge Design.

Blennerhassett Island Bridge over Ohio River, Washington, WV - Leo was selected as the construction engineer and took on the lead role to developing multiple systems. Leo made the segmental lifting calculations, falsework design including temporary towers, drilled shafts, temporary struts and temporary stays, stressing analysis for the inclined permanent stays, and an erection that included the step-by-step geometry of the arch ribs based on their cambered shape. The main river channel will be crossed by 878’ steel tied arch with inclined cable stays. Upon its completion in the fall of 2007, it became the longest span of this type in the United States. Project Role: Bridge Design.

Maysville Bridge over Ohio River, Maysville, KY - Leo provided the design calculations and complete analysis for the Engineer of Record. The 2100’ five-span bridge has a main span cable stay section of 1050’ with 400’ flanking spans and 125’ anchor end spans. The 58’-6” deck width is supported by two main 84 to 60 inch deep steel plate girders with floor beams spaced at 16’-8”. The deck consists of pre-cast sections with cast-in-place joints and post-tensioning in both longitudinal and transverse sections. Project Role: Bridge Design.

SR 46 over White River, Columbus, IN - Leo was

COMPLEX BRIDGE DESIGNLeo Spaans, PE, SE


Education: BS in Civil Engineering, Purdue University, W. Lafayette, IN, 1982

Registration: Professional Engineer - Florida No. 0041781, 1989Georgia No. 22058, 1995N. Carolina No. 021797, 1996Indiana No. 20662, 1984Ohio No. 58179, 1994


QC manager for the redesign of the CIP segmental deck and 3-D finite element analysis to calculate cable stay forces and stressing sequencing to meet design criteria and final geometry. The analysis included a design check for erection of pylon head on steel tubular legs and a design calculation for each step of erection. 472’ cable stayed bridge supported by 4-legged steel pylon with transverse steel plate girders. Project Role: QC Manager.

I-395 Design Check Services, Miami, FL - This project consisted of rebuilding 1.4 miles of I-395 corridor from its terminus at the west of the I-95/Midtown Interchange to its corridor terminus at the West Channel Bridges of US 41/MacArthur Causeway. I-395 is an Interstate Principal Arterial and major east-west connector serving Miami Beach and the ports. The Fountain arches (precast concrete segments) are the largest concrete segmental arch bridge in the United States. He led the Independent Peer Review to validate the design of Category 2 structures, peer review of design of the cable-stayed signature Fountain Bridge, and review of the twin multi-cell concrete box girder superstructure and separate viaduct widening structures. Project Role: Bridge Design.

Moore Haven Bridge over Caloosahatchee Canal, Moore Haven, FL - Leo designed the spliced bulb-T twin structures, each with a roadway width of 52’–6”, for the Florida DOT as a value-engineering project. He also was retained to provide construction assistance and design support as the project continued. By opening day in 2001, Leo had provided design drawings and calculations, erection cambers and deflections, and stressing instructions. This post-tensioned spliced concrete girder bridge has a total length of 2276’ with the Channel unit at 740’ consisting of 3 spans (210’-320’-210’). Project Role: Bridge Design.

Seabreeze Bridge, Daytona, FL - Leo was project manager/engineer for the precast segmental box, dual structure, each 2,300’, with 10 spans varying 140 to 250’ and was built with horizontal and vertical

curves constructed by balanced cantilever method using an overhead launching truss. JSE provided value engineering services during phase one which included the redesign for the entire structure for the contractor, and extensive changes in foundation, alignment, and precast segmental super structure. Project Role: Bridge Design.

Royal Park Bridge, West Palm Beach, FL - Nine-span cast-in-place girder having dual 333m structures made 15.33m wide with 40m spans. Leo redesigned the structure from precast shown on the plans to cast-in-place and provided a structural review of the erection truss. Leo as project engineer provided design of step-by-step construction analysis with stress/capacity checks, design for shop drawing, falsework design and tendon stressing instructions. Project Role: Bridge Design.

Hollywood International Airport Design-Build, Fort Lauderdale, FL - Leo provided QA/QC for erection procedures and methods for 8 precast segmental box girders with variable box widths closely positioned using spiral curve layouts. The structures were between 400’ and 1100’ long making a combined 5600’ length. Leo provided QA/QC for step-by-step construction analysis with stress/capacity checks, erection and geometry control manuals, tendon stressing instructions to produce and erect 588 segments, and falsework tower design to stabilize unbalance moments for cantilever erection. Project Role: QC Manager.

Broadway St. Bridge, Daytona, FL - Leo provided QA/QC for step-by-step construction analysis with stress/capacity checks, design of casting curve with super elevated cross slope on 1395’ and 1970’ reverse curvatures, falsework tower design to stabilize unbalance moments for 130’ cantilever erection and tendon stressing instructions. Leo evaluated and engineered the erection sequence using cranes on barges. This precast segmental dual structure bridge had a length of each 2690’ consisting of 13 spans (262’ main spans). Project Role: QC Manager.

Dodge Island Bridge, Port of Miami, FL - Leo

performed a redesign of the structure at the request of the contractor. The segmental pre-cast concrete box girder has a total structure length of 2570’ with 16 spans ranging from 150’ to 195’. He developed new design calculations, casting curves, shop drawings, and designed erection equipment. The redesign eliminated falsework, reduced the mild steel by 33%, and reduced post-tensioning steel by 12%. Off-site casting of the segments was possible after the redesign was complete. The pre-caster was able to re-use forms and simplify production based on the new design provided by Mr. Spaans. Project Role: Bridge Design.

Marta North Line Dunwoody Station, Atlanta, GA - Leo performed a redesign of the structure at the request of the contractor. These cast-in-place segmental concrete box girder bridges have a total structure length of 3703’ and 3046’ with spans ranging from 90’ to 140’. Leo provided a stress/capacity design check of the superstructure and substructure for each step of erection; including time effects for creep and shrinkage and unbalance moments during weekly cycles. He also provided the casting curve to control geometry, tendon-stressing instructions, integrated shop drawings for placement of rebar and post-tensioning hardware, design of falsework towers and soffit to support the segmental box. Periodic site visits were made to assist with construction and post-tensioning operations.Project Role: Bridge Design.

Detroit People Mover, Detroit, MI - Leo provided QA/QC on the design for this fast-track light rail project that was necessitated after the existing 4-span unit was damaged beyond repair during the implosion of an adjacent building. Design plans and construction engineering services were provided to replace this cast-in-place post-tensioned box girder unit constructed on a radius of 115’ having a total length of 353’ and maximum span length of 100’. Project Role: QC Manager.



For over 40 years, Marvin’s principal experience has been in construction engineering and bridge design. He has extensive site experience obtained at major concrete and steel bridge structures. In addition, Marvin has experience with computer developments and its application, particularly the analysis of both precast and cast-in-place segmental concrete structures, basket handle and tied-arch bridges, and cable-stay bridges. He is responsible for directing bridge design, quality assurance, and quality control. Marvin’s responsibility with the following projects include supervising staff engineers and technicians to compile concise calculations and plans that are economical and efficient to build.

Relevant Project ExperienceI-395 Peer Review Services, Miami, FL - This project consisted of rebuilding 1.4 miles of I-395 corridor from its terminus at the west of the I-95/Midtown Interchange to its corridor terminus at the West Channel Bridges of US 41/MacArthur Causeway. I-395 is an Interstate Principal Arterial and major east-west connector serving Miami Beach and the ports. The Fountain arches (precast concrete segments) are the largest concrete segmental arch bridge in the United States. He led the Independent Peer Review to validate the design of Category 2 structures, peer review of design of the

cable-stayed signature Fountain Bridge, and review of the twin multi-cell concrete box girder superstructure and separate viaduct widening structures. Project Role: Bridge Design Team Leader.

Old Monroe Missouri BNSF Bridge Slide, Old Monroe, MO - Marvin was project manager for construction engineering services to replace Railroad Truss Bridges 51.49 (3 spans – 110, 154, 110 ft.) near Old Monroe and 67.97 (110 ft.) near Elsberry on the Hannibal Subdivision between Hannibal, Missouri and St. Louis, Missouri. Marvin provided analysis and drawings detailing slide rail frames with rollers/skid plates and jacks to slide out the existing bridges and slide in new steel plate girders at Br 51.49 and erect new concrete box girders at Br 67.97. New steel plate girders were first erected alongside of the existing Br 51.49 followed by sliding the existing bridge out and sliding the new bridge in. Work bridges were designed by Marvin to carry a 2250 Manitowoc crane and 36-410 Liebherr crane with oscillator to install 5’-6” dia. rock socketed caissons. Marvin designed support frames and rigging details and construction sequencing for erection of new bridges and support of existing bridges during demolition. Designs included tie-back sheet pile walls at end of temporary work bridges and alongside of temporary access roads. Project Role: Project Manager/Project Engineer.

Queneno Kansas BNSF Bridge Slide, Queneno, KS - Marvin was project manager for construction engineering services to replace Railroad Truss Bridges 69.0 (200 ft.) and 71.3 (150 ft.) near Quenemo, Kansas with 2 tracks each on the Emporia Subdivision between Kansas City, Missouri and Wellington, Kansas. Marvin provided analysis and drawings detailing slide rail frames with rollers/skid plates and jacks to slide out the existing bridges and slide in new bridges. A new steel plate girder bridge was first erected alongside of existing bridge followed by sliding existing bridge out and sliding new bridge in. Work bridges were designed by Marvin to carry a 2250 Manitowoc crane and 36-410 Liebherr crane with oscillator to install 6 ft. dia. rock socketed caissons. Marvin designed support frames and rigging details and construction sequencing for erection of new bridges and support of existing bridges during demolition. Designs included tie-back sheet pile walls at end of temporary work bridges and alongside of access roads. Project Role: Project Manager/ Project Engineer.

Ohio River Bridges, East End Crossing, Clark & Jefferson CO., IN - Marvin was project manager for the construction engineering phase of the design-build cable stay bridge having 123’-8” width on steel deck girders and total length of 2280’ (540’, 1200’ Main

QC TEAM - COMPLEX BRIDGEMarvin Burns, PE


Education: Bachelor’s Degree in Civil Engineering, Purdue University, W. Lafayette, IN, 1979

Registration: Professional Engineer - Florida No. 57772, 2001Indiana No. 60020381, 1983Nebraska No. 5795, 1984Ohio No. 74170, 2009


Span, 540’). Marvin provided engineering calculations and drawings of temporary erection systems as well as integrated shop drawings for permanent towers to accommodate rebar congestion concerns that were compounded by the presence of rebar support jigs, cooling tubes, and formwork ties. Two separate erection schemes were designed for the back span erection. The Kentucky side utilized in-place stick building on falsework towers. Due to site constraints the Indiana side was preassembled and launched into place over roller bearings. Marvin provided engineering design of the temporary compression bracing used to separate the cable stay tower pylons prior to completion and provided post-tension design checks of the main tower pylons and post-tensioned deck. Project Role: Project Manager/Project Engineer.

Savanna Bridge Over Mississipppi River, Savanna, IL - Marvin was project manager for the independent engineering design review of construction engineering phase of the tied arch bridge having 43’-2” width on steel deck girders with 546’ arch span and total length for 12 spans of 2462’. Marvin provided independent calculations and drawing review of work provided by Contractor’s Construction Engineer. The structure was erected using temporary towers with stays to support the arch segments. Services provided included, erection procedure, erection analysis, false work design and detailing for erection of main span and approach spans. JSE provided Structural Engineer, SE, stamp on all work. Project Role: Project Manager/Project Engineer.

Zilwaukee Bridge over Saginaw River Inspection, MI - Marvin was project manager for the 2016 Engineering Inspection Report of the condition of the bridge after pot bearings were replaced in 2013 and 2014 with new disk bearings. JSE recorded the condition of the structures for two segments on each side of the piers and expansion hinges. This included existing cracks and new cracks before and after the pot bearings were replaced with the new disk bearings. JSE had inspection teams on site using reach all trucks for 6

months. Project Role: Project Manager.

Zilwaukee Bridge over Saginaw River Peer Review, MI - Marvin was project manager for this precast segmental box, dual structure, each 8,000 ft., with 27 spans, hinged joints and pot bearings. JSE developed an alternate repair scheme which resulted in cost savings by providing simplification of bracket design. Marvin coordinated closely with MDOT and the contractor to develop repairs schemes and installation details. Project Role: Project Manager.

US 460 Connector DB, Buchanan County, VA - Marvin was QA manager for design phase of this Design-Build and project manager for construction engineering design for twin segmental bridges having 46’-4” width each and total length of 1733’ (6 spans – 109’, 269’, 489’, 489’, 269’, 102’) constructed on integral piers. Marvin provided stress/capacity design checks of the superstructure and substructure for each step of erection; including time effects for creep and shrinkage and unbalance moments during weekly cycles. Engineering services included the casting curve to control geometry for the 244’ cantilevers, tendon stressing instructions, integrated shop drawings and falsework design to construct the end spans and pier tables. The bridge is supported by “H” shaped columns with a maximum pier height of 220’ measured from top of footing to bottom of box. Project Role: Project Manager/QC Manager.

East & West Bound Wakota Bridge over Mississippi River, St. Paul, MN - Marvin was project manager and provided construction engineering design for twin segmental bridges having 85’ to 105’ variable width and total length of 1890’ (5 spans – 272’, 328’, 466’, 466’, 358’) constructed on integral piers. Marvin provided stress/capacity design checks of the superstructure and substructure for each step of erection; including time effects for creep and shrinkage and unbalance moments during weekly cycles. Engineering services included the casting curve to control geometry

for the 236’ cantilevers, tendon stressing instructions, integrated shop drawings and falsework design to construct the end spans and pier tables. In addition, Marvin provided design details to retrofit the newly erected WB structure to include external post-tensioning to strengthen the original design. Project Role: Project Manager/Project Engineer.

Woodrow Wilson Memorial Bridge, Alexandria, VA - Concrete segmental dual structure on I-95/I-495 over Potomac River, each carrying 6 lanes of traffic, with 270’ bascule span and 70’ clearance over the navigation channel. This project included Maryland Approach which is precast with 10 spans varying 227’ to 406’. Marvin was project manager and provided the design analysis for stress/capacity checks for each step of erection, the design for falsework functioning compositely with the erection of Cast-In-Place post-tensioned delta piers and tie-girders and provided the erection manual and tendon stressing instructions. Erection analysis was completed in 2005. Marvin attended periodic meetings and resolved conflicts during construction. Project Role: Project Manager/Project Engineer.



Reinaldo Villa has over 16 years of project management and field experience in the geotechnical industry and is responsible for client development, project proposals and geotechnical engineering activities. He currently serves as Universal’s Branch Manager for the Miami office overseeing all aspects of geotechnical engineering, materials testing and environmental services. He has worked very closely with the FDOT Districts 4 and 6 Materials Office on over 200 task work orders from Monroe to Indian River counties. Reinaldo Villa has an extensive amount of experience with transportation-related projects, specifically design-build contracts with government agencies. He has been involved with designing shallow and deep foundations for bridges, retaining walls, buildings, noise walls, signs and lighting poles. He has experience inspecting and overseeing the installation of various foundation systems consisting of spread footings, driven piles, drilled shafts, auger-cast piles, steel piles, and other structural components.

Relevant Project ExperienceI-395/SR-836 Reconstruction Design-Build Project, Miami, FL - Geotechnical design, testing and inspections. Project includes the design of a signature bridge, segmental bridges, and viaduct bridges supported on auger-cast pile foundations. Mr. Villa is currently serving as the geotechnical foundation

design engineer of record for design of all bridge foundations on this project. Mr. Villa is also certifying all foundations (driven piles, drilled shafts and auger-cast piles) and providing oversight on all load testing, inspections and testing of deep foundation elements.HEFT Roadway Improvements, From Bird Road to SR-836 Design-Build Project, 2017-ongoing. Geotechnical deep foundation testing and vibration monitoring. Project includes the widening of bridges along HEFT mainline as well as construction of new flyover bridges at several interchanges. Mr. Villa is currently providing oversight on all pile driving analyzer (PDA) testing, development of driving criteria letters, and production pile length letters. Also, Mr. Villa is providing oversight on all vibration monitoring during construction activities that may impact existing structures. Project Role: Senior Geotechnical Engineer.

I-95 3C Express Lanes Design-Build Project, Broward County, FL - Geotechnical design, testing and inspections. Project includes non-redundant drilled shaft foundations for 8 bridges, concrete and steel piling for conventional and category 2 bridges, roadway improvements, retaining walls, and sign structures. Mr. Villa is also involved with post-design services for all deep foundation elements. Project Role: Senior Geotechnical Engineer.

MDX Central Boulevard Design-Build Project, Miami, FL - Project consists of reconstruction, realignment and service loop improvements to the main highway entering and exiting Miami International Airport in Miami, Florida. Mr. Villa’s role included planning and supervising field exploration and laboratory testing programs for the analysis and design of shallow and deep foundation systems as well as for roadway expansion. The project required developing innovate solutions for foundation and pavement systems to accommodate existing facilities, structures, vehicular and air traffic, and pedestrians. His duties included proposal preparation, attending weekly meetings, planning and supervising all geotechnical field and laboratory related activities, foundation analysis and design, site preparation for roadways, geotechnical report preparation, oversee foundation installation, review foundation testing data and provide foundation certifications for all foundation systems. Project Role: Senior Geotechnical Engineer.

FDOT NW 25th Street Viaduct West Section, Miami, FL - The project requires extending the existing viaduct over SR 826 (Palmetto Expressway) to west of west of NW 82nd Avenue in Miami, Florida. The geotechnical services consisted of changing drilled shaft foundations to a driven pile system to expedite construction and reduce costs for the contractor. Mr.

GEOTECHNICALReinaldo Villa, MS, PE


Education: MS in Geotechnical Engineering, Missouri University of Science and Technology, 2010BS in Civil Engineering, Florida International University, 2006



Villa’s role included reviewing existing geotechnical test data and performing value engineering for design of the driven pile systems. Duties also included overseeing all aspects of pile driving inspections, reviewing Pile Driving Analyzer (PDA) data, preparing production pile length letters, driving criteria, review of all pile driving records and preparing foundation certification packages in accordance with FDOT standards. Project Role: Senior Geotechnical Engineer.

FDOT Palmetto Expressway Improvements Section 2, Miami, FL - The project consisted of widening, reconstruction and new construction of new roadways and ramps as well as eight (8) brides and associated retaining wall systems. Mr. Villa’s duties included planning and supervising field exploration and laboratory testing programs for use in evaluation of ground improvement techniques for roadway construction as well as for the analysis and design of shallow and deep foundation systems. Responsibilities included performing analysis and design of various foundation systems for bridges, retaining walls, and miscellaneous structures. Responsibilities also included preparing all geotechnical reports, plan reviews, overseeing staff engineers, supervising field inspections for the installation of foundations for bridges and miscellaneous structures, developing pile driving criteria, and preparing foundation certification packages. Project Role: Senior Geotechnical Engineer.

FDOT I-395/SR 836 Reconstruction, Miami, FL - The project consisted of performing preliminary feasibility studies for the complete reconstruction of I-395 / SR 836, from west of I-95 to the MacArthur Causeway in the City of Miami, Florida. The project includes the construction of signature bridges near Biscayne Boulevard in Downtown Miami. The preliminary study included performing test borings for evaluation of bridge and mechanically stabilized earth wall foundation systems. Mr. Villa’s duties included preparing proposals, meetings, planning and overseeing all field exploration and laboratory testing programs, performing preliminary

foundation analysis for various deep foundation systems for bridges, performing retaining wall analyses, and geotechnical report preparation. Project Role: Senior Geotechnical Engineer.

Various FDOT Districtwide Contracts (Districts 4 and 6), Miami, FL - Contracts required providing geotechnical drilling, testing and engineering support services for various FDOT projects from Monroe to Martin Counties, Florida. The services were performed on an as-needed basis to serve as an extension of the FDOT District Materials Office. Mr. Villa’s role included serving as staff engineer and project engineer for over 250 task work orders. Responsibilities included site reconnaissance, plan reviews, preparing proposals, planning and overseeing geotechnical field investigations, reviewing soil/rock samples in the laboratory, developing subsurface profiles for each task based on the geotechnical data obtained, performing analysis and design for the installation of various foundation systems for structures, providing site preparation recommendations for roadway improvements, providing foundation installation inspections, and geotechnical reports. Project Role: Senior Geotechnical Engineer.



Mr. Oliva has 12 years of Transportation Engineering experience. During this time, he has been extensively involved in the design of various highway facilities including limited access, urban and rural arterials. Mr. Oliva’s experience includes design of roadway geometrics, temporary traffic control as well as signing and pavement markings.

Relevant Project ExperienceSR 25 (Okeechobee Road) from East of NW 116 way to East of NW 87 Avenue, Miami-Dade County, FL - Final design of the largest segment of the Okeechobee Road corridor. This project includes the reconstruction of Okeechobee Road and design with third level bridges over NW 87th Avenue and second level flyover bridges to and from Okeechobee Road and NW 87th Avenue. The design will also include the realignment of NW 103rd Street as well as widening of NW 87th Avenue, NW South River Drive, and NW 106th Way. Project Role: Project Manager/ Engineer of Record.

I-275 Howard Frankland Bridge, Tampa, FL - The primary goal of this project is to design and construct the replacement for the existing NB I-275 (SR 93) Howard Frankland Bridge over Old Tampa Bay in Pinellas and Hillsborough Counties and remove the

existing Northbound 1960’s exiting bridge. The Project undertakes major additions and changes to the existing roadway system by adding express lanes, improving existing roadways, enhancing safety, adding capacity and mobility, and accommodating future light rail. The new bridge will be over 15,000 ft long, with 143-ft spans matching the pier locations of the 1990’s bridge, enhancing boater safety and aesthetics of the bridge structures. As an added value, our design reconfigures the scenic overlooks making them 4.5 times larger than the RFP Concept providing significantly enlarged shaded seating area and refuge for maintenance vehicles, as well as an uniform look for all the piers across the bridge, this not only enhances the aesthetics, but also improves the safety of the boaters navigating. Project Role: Engineer of Record for the traffic control plans.

City of Miami Beach Request for Proposals (RFP) No. 2016-199-KB for Design, Build, Operation, and Maintenance Services for an Intelligent Transportation System (ITS) and Smart Parking System (SPS), Phase I & II Design-Build Operate and Maintain (DBOM), Miami Beach, FL - BCC is the project prime ITS designer and Design Project Manager. The project consisted in the Installation of Closed-Circuit Television Cameras (CCTV), Microwave Vehicle Detectors (MVDS), Dynamic Message Signs

(DMS), Travel Time Bluetooth sensors, a Microwave wireless communications network, Parking Counters with local availability parking count LED information sign, a Regional Central Control Center and Custom ITS/ATMS control Software. The DMS support structures consisted of decorative custom structures. BCC’s responsibilities included Design Project Management, ITS Design, Miscellaneous Structural Design, Utility Coordination, Electrical Calculations, Traffic Control and plans production. Project Role: Engineer of Record for the traffic control plans.

Kings Highway from North of St. Lucie Blvd. to Indrio Rd., St. Lucie County, FL - Reconstruction of Kings Highway to widen from a two-lane facility to a four-lane divided section (Sub-Urban Section). Key elements on the project include permitting, right-of way acquisition, access management, and traffic control during construction. Extensive coordination with South Florida Water Management District (SFWMD) and U.S. Army Corps of Engineers (USACOE) is required for permitting and mitigation of wetland and wildlife impacts. Coordination with Ft. Pierce Farms Water Control District (FPFWCD) will also be necessary for permitting of the drainage system and relocation of the existing canal bordering the west side of the road. Project Role: Deputy Project Manager/Roadway Engineer of Record.

ROADWAY/TCPOscar Oliva, PE



Registration: Professional Engineer - Florida No. 75502, 2013Georgia No. 043887, 2018

Certification: FDOT Advanced Work Zone Traffic, 2012


Kings Highway from North of I-95 to North of St. Lucie Blvd., St. Lucie County, FL - Reconstruction of Kings Highway to widen from a two-lane facility to a four-lane divided section (Sub-Urban Section). The design of this segment of Kings Highway is broken into two projects; The first is from I-95 to Commercial circle and the second is from Commercial Circle to North of St. Lucie Blvd. Key elements on the project include Bridge replacement of two existing structures, Signalization, permitting, right-of way acquisition, access management, and traffic control during construction. Extensive coordination with South Florida Water Management District (SFWMD) and U.S. Army Corps of Engineers (USACOE) is required for permitting and mitigation of wetland and wildlife impacts. Coordination with North St. Lucie River Water Control District (NSLRWCD) as well as Ft. Pierce Farms Water Control District (FPFWCD) will also be necessary for permitting of the drainage system and relocation of the existing canals bordering the west side of the road. Project Role: Deputy Project Manager/Roadway Engineer of Record.

Design-Build Services for SR 874 Ramp Connector to SW 128th Street, Miami-Dade County, FL - As part of the Design-Build Team, BCC Engineering is serving as prime designer for the design and construction of the MDX Ramp Connectors from SR 874 (Don Shula Expressway) to SW 128th Street from west of the SR 821/Homestead Extension of Florida’s Turnpike (HEFT), to west of SR 825/SW 137th Avenue. The new ramp connectors will provide access to and from the Don Shula Expressway (SR 874) and SW 128th Street at SW 122nd Avenue, extending SR 874 west from its current terminus at the HEFT (approximately 0.5 mile). The ramp connectors will require third level flyovers over the existing SR 874/SR 821 interchange. The flyovers are complex Category II bridges with straddle piers and drilled shaft foundations. The project will widen approximately 1.5 miles of SW 128th Street from a three-lane urban section to a five-lane urban section. Additional scope

items include signals for three intersections, lighting design, Intelligent Transportation System (ITS) design and utility work for Miami-Dade Water and Sewer Department (MDWASD). BCC is responsible for project management, roadway, drainage, traffic operations, and structural design for the project. Other structural scope items include sign structures and mast arms. Project Role: Project Manager/Roadway Engineer of Record.

I-95 Express DMS and Toll Sign Panel Replacement Project, Miami-Dade County, FL - Replacement of six existing ITS devices at the following I-95 Express toll amount dynamic message sign (DMS) sites: I-95 Express NB at NW 17th Street; I-95 Express NB at NW 20th Street; NW 10th Avenue NB; NW 10th Avenue SB; NW 39th Street EB; and SR 112 EB at NW 12th Avenue. Each site work includes reuse of existing structure and installation of a new static sign panel supporting three destination signing scheme along with three toll amount color LED DMS. Two I-95 Express toll amount DMS sites: I-95 Express SB at US-441 and I-95 Express SB at NW 151st Street will include reuse of existing structure and installation of a new static sign panel along with one toll amount color LED DMS. Seven I-95 Express lane status DMS: I-95 NB at NW 29th Street, I-95 NB at NW 14th Street, I-95 NB before NW 20th Street, I-95 SB at NW 151st Street, I-95 SB at NW 167 Street, I-95 SB at NW 159th Street, I-95 SB at NW 147th Street - will include reuse of existing structure and sign panel, and installation of a new lane status color LED DMS. All color LED DMS and sign verification High Definition Closed Circuit Television Cameras installed as part of this project will be integrated, tested and operated from the SunGuide Transportation Management Center (TMC). Project Role: Project Engineer.

SR 826 (Palmetto Expressway)/SR 836 (Dolphin Expressway) Interchange Improvements, Section 5 Design-Build, Miami-Dade County, FL - The project included the reconstruction of approximately two miles of SR 826 from SW 8th Street to NW 25th Street and

approximately three miles of SR 836 from NW 87th Avenue to NW 57th Avenue to provide five lanes in each direction along the mainline plus the introduction of eastbound collector distributor road and westbound collector distributor roads along SR 836. The job included the construction of 47 new bridges that include seven steel bridges, 36 Florida-I beam (FIB) bridges and four segmented bridges. Other improvements include retaining walls, lighting, sound walls, canal relocation, utilities Joint Participation Agreement (JPA) plans, signalization, new signing and pavement markings, new Intelligent Transportation Systems (ITS), and special aesthetic features. Extensive stakeholder coordination is required with FDOT, MDX, Miami-Dade County Water and Sewer, utility owners, Miami International Airport (MIA), CSX Transportation, Miami-Dade County Department of Resource Management (DERM), and South Florida Water Management District (SFWMD), etc. Project Role: Roadway Engineer of the Traffic Control Plans (TCP).

SR 836/I-395 from West of I-95 to MacArthur Causeway Bridge, Miami-Dade County, FL - BCC is providing support services on behalf of FDOT for the concept development, procurement, and design phases of this project. BCC prepared the preliminary geometric design for the reconstruction of the entire I-395 corridor, from the original terminus at the west side of the I-95/Midtown Interchange (I-95/SR 836/I-395) to the original corridor terminus at the West Channel Bridges of US 41/MacArthur Causeway. This project was developed to improve mainline operations along I-395, reduce congestion on the surface streets below and provide enhanced access to the Performing Arts Center and surrounding areas of downtown Miami. BCC is also reviewing on behalf of the Department the roadway, traffic control, signing and pavement marking, and signalization plan components as submitted by the Designers. Project Role: Roadway Engineer.



With over 36 years of structural design and construction engineering experience. Mr. McCue is well versed in the design and construction of a variety of bridges including major concrete and steel structures. His specialties include Bridge Construction/Rehabilitation with foundation challenges/Specialty Foundation Installations.

Relevant Project ExperienceSR 821 (HEFT) Widening from South of SW 104th St. (Killian Parkway) to North of SW 72nd St. (Sunset Drive) Design-Build, Miami-Dade County, FL - The project includes the milling, resurfacing and widening of SR 821/HEFT, which accommoes the resurfacing, restoration, and rehabilitation of Sunset Drive, as well as interchange improvements at Kendall Drive. Project Role: Project Manager including roadway design as well as managing design for drainage, Temporary Traffic Control (TTC)/Maintenance of Traffic (MOT), signing and pavement marking, signals, structures, Intelligent Transportation Systems (ITS), and permitting.

SR 821/HEFT Widening Project; from I-75 to South of Miramar Parkway, MP 39 to MP 47, Miami, FL - The HEFT mainline widening from four travel lanes to eight lanes, and consists of, in each direction, three 12-foot general use lanes and one 12-foot express lane separated by a 4-foot buffer with express lane markers. Other components of the project include milling and

resurfacing, roadway widening, bridge widening (inside and outside), signing and pavement marking, lighting, ITS, noise walls, and drainage improvements. Plans and organizes the work of subordinate and staff members; develops and/or reviews policies, methods, practices, and procedures; and reviews programs for conformance with the Department’s standards. Project Role: Senior Project Engineer.

SR 826 Palmetto and I-75 Express Lanes, Miami, FL - This project consists of the implementation of tolled express lanes along the SR 826/Palmetto Expressway from Flagler Street to NW 154 Street and along I-75 from SR 826/Palmetto Expressway to NW 170 Street in Miami-Dade County (MDC). The project is approximately 13 miles in length and will provide continuity to the I-75 Express Lanes project currently under development by FDOT District 4 from NW 170 St. in MDC to I-595 in Broward County. Tolled express lanes will be incorporated along the corridor with widening of the SR826/Palmetto Expressway mainline. I-75 express lanes will be constructed in the median and the project will be within the existing right-of-way. Responsible for performing highly complex technical assignments in ensuring proper construction of this project’s 5 tolling buildings, 5 ORT structures, 10 mainline DMS, 15 arterial DMS (wireless), 100+ CCTV, 165 MVDS, 2 HUB Buildings, RSS along all 16 entrance

ramps onto the Palmetto Expressway and the 13 miles of F.O.C. Project Role: Senior Project Engineer.

Krome South Grouping, Miami, FL - Project consisted of milling and resurfacing, widening, curb and gutter, signalization, overbuild for cross slope corrections, bridge repairs, and drainage. Project Role: Senior Project Engineer.

SR 976 (SW 40 St/Bird Road) Miami, FL - Project consisted of milling and resurfacing of a 0.276 mile section along SR976 (SW 40th St/Bird Road) from SW 73rd Avenue to SW 71st Avenue and from SW 70th Avenue to SW 69th Avenue. Project Role: Senior Project Engineer.

SR 826 (Palmetto Expressway) Section 2, Miami, FL - This design-build-finance project included reconstruction of SR-826 (limited access) from SW 24th St to SW 72nd St, including the SR-874 connection and three major interchanges in Miami Dade County (MDC); SW 40th St., SW 56th St., and the SR-874 system to system connection. All structures required heavy phased construction and major MOT shifts on the SR-826 mainline, as well as the interphase of SR-826 to SR-874. Four major skewed/curved steel plate girder bridges were replaced over major roads and the CSX ROW. Extensive construction coordination with the Miami-Dade Expressway Authority (MDX) for access to

CONSTRUCTABILITY REVIEWSteve McCue, PE


Education: BS in Civil Engineering, University of Florida, 1983

Registration: Professional Engineer - Florida No. 41121, 1989N. Carolina No. 39378, 2020Texas No. 111971, 2012Puerto Rico No. 11154, 2010TIN No.: M20078457-000


their system and to avoid conflicts with the MDX project to the south, especially in regards to construction of sound barrier walls was required. The project required installation of several major DMS structures, tie-in of ITS system to system and ITS backbone connections. Substantial coordination with CSX facility management and special peer review, as well as extensive public involvement with several neighborhoods, businesses, and individual citizens to ensure that interchange and mainline construction activities were completed with as little impact as possible. The project was completed on time and within budget. Project Role: Senior Project Engineer.

Biscayne Blvd. Grouping, Miami, FL - Project included utility accommodation and transfer, water drainage renovations (deep well and french drains), subgrade, limerock, structural asphalt, milling and resurfacing adjacent streets, curb and gutters, a friction course, mast arm signals with drilled shaft foundations, mast arm lengths in excess of 35 ft., and phased traffic control. Project Role: Senior Engineer.

Bird Road Grouping, Miami, FL - Milling & resurfacing project with new street lighting & signalization, watermain installation, earthwork, seawall & fender system replacement, ramp widening and Bridge Painting. Project Role: Senior Engineer.

SR 7 (US 441/NW 7th Avenue), Milling and Resurfacing of SR 7 from NW 5th St. to NW 36th St.; from NW 36th St. to NW 77th Terrace and from NW 79th St. to NW 157th St., Miami, FL - Reconstruction of the SR 7 corridor from a two lane configuration to a four lane configuration with medians and turn lanes. Also, constructed drainage structures, roadway lighting, pavement markings, signalization, and minor bridge work. Project Role: Senior Engineer.

Daytonia Road Bridge No. 876739, Miami Beach, FL - Replacement of Bridge No. 876739 (Daytonia Road Bridge). Also, constructing drainage structures, signing & pavement markings, roadway lighting and landscaping.

Project Role: Senior Engineer.

SR 112 Flyover at LeJeune Road Reconstruction Project, Miami, FL - The total length of the new connector ramp from NW 36th Street to SR 112 is 626 meters. This includes a bridge spanning NW 42nd Avenue, which is 80.2 meters long. The elevated ramp includes the construction of embankment, which is contained by proprietary retaining walls on the west approach to the bridge, 300 mm of Type “B” Stabilized Subgrade and 90 mm of Structural Asphalt. Project Role: Senior Engineer.

Cleveland Road Bridge Reconstruction Project, FL - Project consists of the construction of a post-tensioned C-I-P Bridge supported on false work. Major items of work included superstructure erection of false work, placement of steel and main post tensioning steel, and placement of concrete deck. The spans were in excess of 140ft. Project Role: Senior Engineer.

SR 25 (NW 36th Street) Reconstruction Project, Miami, FL - Project entailed the reconstruction of a highly urbanized 2-mile corridor in Miami-Dade County. This project consisted of major drainage, roadway widening, lighting, signalization, heavy public involvement. This project was nominated for the “Urban Project Award” in the State of Florida due to its superior workmanship while maintaining positive public relations during the construction. Project Role: Senior Project Engineer.

Bird Road Reconstruction/SR 976 (SW 40th Street) from 117th Avenue to 87th Avenue, Miami, FL - Responsible for contract administration, supervision of engineers and inspectors and technical aspects of the project from letting through the submittal of the final estimate. Project Role: Resident Engineer.

Tamiami Trail SR 90 (SW 8th Street) from 127th Avenue to 87th Avenue/Improvement Projects, Miami, FL - This roadway reconstruction project involved the total reconstruction of 5 miles of urban roadway in Miami, Florida. I was responsible for overseeing team of engineers, surveyors, inspectors,

contractor/client interface, quality, maintaining contract records, documentation of weekly/monthly reports, progress estimates, coordination/monitoring of shop drawing, project sampling and reporting. Project Role: Resident Engineer.

Caguana River Bridge Project, Utuado, Commonwealth of Puerto Rico - Responsible for supervising the construction of the first curved incrementally launched bridge in North America. Responsibilities included overseeing team of engineers and surveyors, pile/foundation system installation, segmental box girder casting preparation, post tensioning, bridge launching and all tendon grouting associated with this project. Project Role: Project Engineer.

Sawgrass Expressway Interchange Project, Broward County, FL - Project Engineer Overseeing team of engineers, surveyors, inspectors, pile/foundation system installation, structural steel, concrete construction, segmental box girder casting operation. Contractor/client interface, quality, maintaining contract records, documentation of weekly/monthly reports, progress estimates, coordination/monitoring of shop drawing, project sampling and reporting. Project Role: Project Engineer.



Alex Vazquez has over 36 years of professional engineering consulting and construction management experience. Mr. Vazquez’s experience encompasses a wide-range of project types including, but not limited to: drainage infrastructure and stormwater management systems analysis, design and permitting; hydrologic, hydraulic and water quality modeling with a wide variety of water resources numerical models; stormwater management master plan development; watershed studies; sea-level rise studies; flooding assessment/mitigation studies; industrial and commercial site development; design of water/wastewater collection and distribution systems, environmental permitting; construction management; and application of GIS technologies to civil, environmental and water resources engineering projects. Mr. Vazquez has also served as an expert witness on numerous flooding and flood protection level of service litigation cases.

Relevant Project ExperienceSR 836/I-395 from West of I-95 to MacArthur Causeway Bridge, Miami-Dade County, FL - BCC is providing support services on behalf of FDOT for the concept development, procurement, and design phases of this project. BCC prepared the preliminary geometric design for the reconstruction of the entire I-395 corridor, from the original terminus at the west side of

the I-95/Midtown Interchange (I-95/SR 836/I-395) to the original corridor terminus at the West Channel Bridges of US 41/MacArthur Causeway. This project was developed to improve mainline operations along I-395, reduce congestion on the surface streets below and provide enhanced access to the Performing Arts Center and surrounding areas of downtown Miami. Mr. Vazquez was responsible for reviewing drainage design submittals from the Design-Build Team, including bridge drainage and hydraulics, access ramp drainage, maintenance of traffic temporary drainage, surface street drainage, drainage reports, hydrologic/hydraulic calculations, drainage plans, drainage structure sheets, and drainage details. The reviews included verifying design compliance with the FDOT Drainage Manuals and Handbooks, FDOT Design Manual, and the FDOT District 6 ICPR Applications Manual. Project Role: Lead Drainage Engineer.

Districtwide NPDES Push Button Technical Consultant & GIS Services, Miami-Dade and Monroe Counties, FL - Mr. Vazquez was the Project Manager for the Districtwide National Pollutant Discharge Elimination System (NPDES) Push Button Technical Consultant & GIS Services contract for Florida Department of Transportation (FDOT) District 6. The objective of this contract was to assist and address drainage issues identified by the FDOT Maintenance

Office (MO), maintenance yards, local municipalities, general public, and directly from the FDOT Director’s office. Project Role: Under this contract, Mr. Vazquez has managed the team to act as an extension of the District 6 Drainage Department staff to complete a wide spectrum of tasks and projects including:

• Preparing drainage reports, drainage feasibility studies, and other drainage studies as needed to determine the cause of flooding and to identify the most cost-effective solution.

• Providing technical assistance in preparing drainage maintenance and push-button construction contracts in Miami-Dade and Monroe Counties.

• Assisting in preparing and participating in presentations to the Scoping Committee for Push-button and potential in-house projects.

• Providing technical assistance in developing drainage well inventories to prioritize well cleaning throughout the District.

• Providing technical assistance to the District in reviewing drainage plans, drainage reports, and scope of works prepared by others.

• Preparing complete construction documents (drainage and incidental roadway) to address and

DRAINAGE PERMITTING/ENVIRONMENT PERMITTINGAlex Vazquez, PE


Education: BS in Civil Engineering, University of Florida, 1984


Certification: Certified Floodplain Manager (CFM) No. US-16-09342, 2016Advanced Work Zone Traffic Controls FDOT Plans/Specifications Preparation


improve existing drainage conditions in Miami-Dade and Monroe Counties, within the District’s budget and schedule constraints.

• Providing an In-House Staff Consultant in the office of the District Drainage Engineer to assist the Drainage Office in handling drainage requests from District 6 Directors, the FDOT MO, local municipalities, and the general public.

Districtwide Drainage Design & Plans Review Consultant, Miami-Dade and Monroe Counties, FL - Mr. Vazquez was the Project Manager for the Districtwide Drainage Design & Plans Review Consultant Services contract for FDOT District 6. Mr. Vazquez was also the Project Manager for the previous three (3) Districtwide Drainage Design & Plans Review Consultant Services contracts for FDOT District 6, dating back to 2002. Within these types of Districtwide drainage contracts, Mr. Vazquez served as a general consultant for District 6, performing a variety of engineering assignments. The assignments associated with these contracts have involved all aspects of drainage analysis, design and permit review services; retrofitting existing drainage systems; permit compliance; hydrologic/hydraulic modeling; bridge hydraulics; scour analyses; retention/detention pond, exfiltration trench, and drainage well analysis and design; drainage feasibility studies; analysis and design of drainage “Push Button” projects; and urban & rural drainage system analysis and design. Mr. Vazquez’s responsibilities also included determining the current status of existing drainage systems resulting from meetings with District 6 staff in addition to field visits. Mr. Vazquez also acted as an extension of the District 6 staff and is responsible for addressing critical “Push Button” projects and reviewing drainage plans, drainage reports, and drainage connection permits prepared by other design Consultants and District 6 design staff. Mr. Vazquez has also prepared the Exfiltration Trench Design Manual (ETRM) and ICPR Applications Manual (ICPR-AM) to standardize analyses and designs of drainage systems performed by all Consultants working

for District 6. As part of the current and past District-wide Drainage Design & Plans Review Consultant Services contracts, Mr. Vazquez has successfully executed over 200 task work orders. Sample projects that Mr. Vazquez completed under these contracts included:

• Alton Road (SR 907) Drainage Improvements from 5th Street to Michigan Avenue and Stormwater pump station design

• ETRM and ICPR-AM update and presenting the manuals to FDOT District 6 staff and design consultants

• Collins Avenue Stormwater Pump Station Evaluation Report and Storm sewer pump station design

• Harding Avenue Stormwater Pump Station Evaluation Report and storm sewer pump station design

• Collins Avenue between Lincoln Road and 26th Street flooding assessments

• NW 84th Street and W 32nd Avenue (I-75 Frontage Road) Drainage Design Analysis and design

• NW 119th Street and N. Miami Avenue (Marathon Gas Station) offsite flooding assessment

• Alton Road Roadway Improvements from Michigan Avenue to 43rd Street

• City of Miami Beach Alton & Collins Outfall Assessment

• Ives Dairy Road and I-95 noise wall drainage assessment and construction plans preparation

• Collins Avenue at 93rd Street drainage improvements

• Krome Avenue from SW 8th Street to US 27 drainage analysis, design, and permitting

• Krome Avenue Drainage Design criteria for Design/Build District Contract

• Jewfish Creek drainage improvements assessment at the Anchorage Resort and Yacht Club.

• SW 87th Avenue and 104th Street assessment for flooding and construction plans preparation

• Indian Creek south of West 63rd St. Drainage Improvement Plans Preparation

• Krome Ave. from SW 8th St. to US-27 Drainage Analysis, Design and Permitting

• Krome Ave. Drainage Design Criteria for Design/Build District Contract

• Anchorage Resort & Yacht Club Jewfish Creek Drainage Improvements Assessment

• SW 87th Ave. & 104th St. Assessment for Flooding & Construction Plans Preparation

• Key Colony Beach Drainage Retrofit in Marathon, Florida

• Biscayne Blvd. at NW 14th St. Pipe Replacement Design

Project Role: Project Manager for the Districtwide Drainage Design & Plans Review Consultant Services contract for FDOT District 6.



Ms. Quintana has 17 years of experience in Transportation Planning and Engineering projects. Ms. Quintana is responsible for assisting in the design of Transportation and Traffic Operations. Ms. Quintana’s primary experience focuses on performing roadway alternative development and evaluation, safety and traffic analysis studies for various municipalities located throughout South Florida and the Florida Department of Transportation (FDOT), preparing engineering analysis reports and overseeing planning assignments. Ms. Quintana is knowledgeable in traffic/highway data collection and analysis, traffic operations studies, signalization, signing and pavement markings, traffic signal control systems analysis and design, traffic signal timing, and traffic network simulation.

Relevant Project ExperienceSR 836/I-395 from West of I-95 to MacArthur Causeway Bridge, Miami-Dade County, FL - BCC is providing support services on behalf of FDOT for the concept development, procurement, and design phases of this project. BCC prepared the preliminary geometric design for the reconstruction of the entire I-395 corridor, from the original terminus at the west side of the I-95/Midtown Interchange (I-95/SR 836/I-395) to the original corridor terminus at the West Channel Bridges of US 41/MacArthur Causeway. This project

was developed to improve mainline operations along I-395, reduce congestion on the surface streets below and provide enhanced access to the Performing Arts Center and surrounding areas of downtown Miami. BCC is also reviewing on behalf of the Department the roadway, traffic control, signing and pavement marking, and signalization plan components as submitted by the Designers. Project Role: Project Engineer for the development of master signing plan.

NW 74th Street New Traffic Signals at NW 97th Avenue and NW 102nd Avenue, Miami-Dade County, FL - This project will design new traffic signals at the intersections of NW 74th Street at NW 102nd Avenue and NW 97th Avenue. Existing operation condition is stop signed control of traffic on NW 102nd Avenue and NW 97th Avenue. Design will include roadway design for intersection milling and resurfacing and new pedestrian curb ramps as well as signing and pavement marking design for the new signals. The construction plans will provide a signalization design incorporating the ultimate condition of a 5-lane typical section while still maintaining the proposed 3-lane typical section as provide by the design of NW 102nd Avenue Roadway Project. In addition, a supplemental bat survey is included as required by regulatory agencies for the roadway construction. Project Role: Project Manager and Engineer of Record.

SR 25 (Okeechobee Road) from Broward/Miami-Dade County Line to East of NW 117 Avenue, Miami-Dade County, FL - Final design of the longest segment of the Okeechobee Road corridor. This project includes the widening of the Okeechobee Road and the construction of a new Frontage Road along the north side of Okeechobee Road. Also includes using a combination of asphalt pavement along the thru lanes and concrete pavement at signalized intersections with Krome Avenue and NW 154th Street. Project Role: Engineer of Record for the design and preparation of signalization plans and signing and pavement marking plans.

SR 25/Okeechobee Road from East of NW 116 Way to East of NW 87 Avenue, Miami-Dade County, FL - Final design of the largest segment of the Okeechobee Road corridor. This project includes the reconstruction of Okeechobee Road and design with third level bridges over NW 87th Avenue and second level flyover bridges to and from Okeechobee Road and NW 87th Avenue. The design will also include the realignment of NW 103rd Street as well as widening of NW 87th Avenue, NW South River Drive, and NW 106th Way. Project Role: Engineer of Record for the design and preparation of signing and pavement marking plans.

SW 268/264 Street Connector, Miami-Dade County, FL - Project consisted of the improvements to

S&PM/SIGNALIZATIONDacha Quintana, PE



Registration: Professional Engineer - Florida No. 67393, 2008Georgia No. 044091, 2018

Certification: Temporary Traffic Control - Advanced


SW 268th Street from a four-lane undivided section to a five-lane section from SW 139th Avenue to SW 119th Avenue with a two-way left turn lane and a four-lane divided section with a median separator from SW 122nd Avenue to SW 112th Avenue. The project included curb and gutter, sidewalk (in developed sections) and bicycle lanes throughout the project limits. BCC Engineering was responsible for the preparation of design plans, drainage reports, lighting, signing and pavement markings, signals and permitting. Project Role: Engineer of Record for the design and preparation of signing and pavement marking, and signalization plans.

SR 817/NW 27th Avenue from NW 187th Street to NW 202nd Terrace, Resurfacing, Restoration and Rehabilitation (3R), Miami-Dade County, FL - Task Work Order under Districtwide Design Miscellaneous contract. Project entailed design and plans preparation for milling and resurfacing in addition to upgrade pedestrian ramps. Improvements included installation of pedestrian features meeting latest design standards. Project Role: Project Manager responsible for the development of the roadway, signing and pavement markings and signalization plans.

SR 817/NW 27th Avenue at Miami Gardens Drive Safety Improvements, Miami-Dade County, FL - Task work order under Districtwide Miscellaneous contract. Project entailed design and plans preparation for safety improvements. The intersection improvements entailed providing/supplementing traffic operation elements such as adding traffic signal heads, providing backplates on all signal heads, adding a crosswalk with associated pedestrian signals, and adding pedestrian signage to improve pedestrian and vehicular traffic safety. Project Role: Project Manager responsible for the development of the roadway, signing and pavement markings and signalization plans.

SR 823/NW 57th Avenue from NW 202nd Street to SR 821 Westbound Ramp, Miami-Dade County, FL - Final design and plans preparation for proposed sidewalk improvements along NW 57th Avenue (SR

823) from NW 202nd Street to the Southbound HEFT Ramps. Improvements consist of providing sidewalk along the east side of NW 57th Avenue between the limits above including improvements to Bridge No. 861550 (NW 57th Avenue over HEFT) and Bridge No. 860549 (NW 57th Avenue over the C‐9 Canal). The project also includes removal of existing traffic railings and addition of a raised sidewalk and new traffic railings on Bridge No. 860549. Project Role: Engineer of Record for the design and preparation of signalization plans.

SW 8th Street Ramp Modification at Homestead Extension of Florida’s Turnpike (HEFT/SR 821 MP 25), Miami-Dade County, FL - Project entails improvements to relieve congestion at the HEFT (SR 821) interchange with SW 8th Street. Improvements include: adding a new signal at the intersection of SW 8th Street and the modified southbound to westbound off-ramp (Ramp SW) alignment; widen Ramp SW from one lane to two lanes and provide triple right turn at SW 8th Street intersection; modify northbound to eastbound off-ramp alignment to a stop condition at the signal plus provide second left turn lane. Project Role: Project Engineer responsible for the development of signalization plans.

SR 826 (Palmetto Expressway) Improvements Program, Section 2 Design-Build, Miami-Dade County, FL - Project involved the widening and reconstruction of the limited access facility from south of Sunset Drive to north of SW 31st Street and included the Miller Drive (SW 56th Street), SR 874 and SR 976 (Bird Road/SW 40th Street) Interchanges. The proposed improvements included the addition of one general use lane in each direction; auxiliary lanes between all interchanges; interchange improvements and, operational and safety improvements along the SR 826 mainline and ramps. Project Role: Project Engineer responsible for developing signing and pavement markings, and signalization plans for this $180 million design-build project.

SR 826 (Palmetto Expressway)/SR 836 (Dolphin Expressway) Interchange Improvements, Section 5

Design-Build, Miami-Dade County, FL - BCC served as the Prime Designer for this Design-Build project to reconstruct the SR 826 (Palmetto Expressway)/SR 836 (Dolphin Expressway) Interchange. This project included the reconstruction of SR 826 from south of Flagler Street to north of NW 12th Street and SR 836 from east of NW 87th Avenue to west of 57th Avenue. The SR 826/SR 836 Interchange is a four-level System-to-System Interchange with direct connectors that provide for traffic movements in all directions between the two expressways. The project also included the reconstruction of two service interchanges, the reconstruction of NW 12th Street and the realignment of the North Line Canal. The project included 47 new bridge structures (four Concrete Segmental Flyovers, seven Steel Plate Girder, and 36 FIB) as well as an extensive amount of permanent and temporary walls, and sign structures. Project Role: Project Engineer responsible for developing signing and pavement markings plans.



Mr. Espinosa has over 21 years of experience in the transportation and Intelligent Transportation Systems (ITS) industry including six and a half years working for the Florida Department of Transportation (FDOT) and over 13 years in the private sector. His design experience also includes roadway lighting design, for both Conventional and Design-Build projects. His background includes project management, ITS & Lighting design, ITS commissioning, Network and Software integration, testing, test procedures preparation, troubleshooting of ITS and network devices, ITS maintenance and ITS operations. Mr. Espinosa has been responsible for the communications design, ITS device implementation, ITS integration and testing of ITS projects in throughout Florida. His experience in Lighting design includes City of Miami, MDX, FDOT D1 and FDOT D6.

Relevant Project ExperienceI-275 Howard Frankland Bridge, Tampa, FL - The primary goal of this project is to design and construct the replacement for the existing NB I-275 (SR 93) Howard Frankland Bridge over Old Tampa Bay in Pinellas and Hillsborough Counties and remove the existing Northbound 1960’s exiting bridge. The Project undertakes major additions and changes to the existing roadway system by adding express lanes, improving existing roadways, enhancing safety, adding capacity

and mobility, and accommodating future light rail. The new bridge will be over 15,000 ft long, with 143-ft spans matching the pier locations of the 1990’s bridge, enhancing boater safety and aesthetics of the bridge structures. As an added value, our design reconfigures the scenic overlooks making them 4.5 times larger than the RFP Concept providing significantly enlarged shaded seating area and refuge for maintenance vehicles, as well as an uniform look for all the piers across the bridge, this not only enhances the aesthetics, but also improves the safety of the boaters navigating. Project Role: Lighting Engineer of Record.

Pigeon Key Electrical Service, Monroe County, FL - This Pigeon Key Foundation project involves the design, plans for permitting, and construction oversight for Electrical Power Service to Pigeon Key, along the old Seven Mile Bridge in the Florida Keys. This unique project involves a 2-mile electrification conduit from Knights Key on the North-East end, along the famous old 7-Mile bridge, with connection into Pigeon Key for new power service. Specific coordination included agencies such as Florida Department of Transportation, Monroe County Public Works, Pigeon Key Historic Preservation Board, Florida Department of Historic Resources and the Florida Keys Electric Cooperative. This project is located along the Overseas Highway at 44800 Overseas Highway in Monroe County, Florida. Project Role: Electrical

Engineer of Record/Design Project Manager.

Miami Dade Police Department fixed License Plate Recognition Camera (LPR) Program, Miami-Dade County, FL - The project consisted in the design and preparation of construction plans related to the installation of License Plate Recognition cameras for the Police Department s of Miami-Dade, Miami Shores and Miami Gardens. Cintel-USA was the prime vendor and solution provider. The LPR cameras and processing communication units were designed to be standalone on any City or County signalized intersection equipment. New electrical services were designed for each LPR site. Assignments Include:

• Miami Shores PD – Total of 13 LPR sites

• Miami Dade PD – Total of 31 LPR sites

• Miami Gardens PD – Total of 6 LPR sitesProject Role: ITS/Electrical Engineer of Record, Design Project Manager.

Franjo Road Fiber Communication Design Smart Lighting, Miami, FL - The project consists in the design of Smart City components to 24 special LED light poles in Franjo Road, from SW 184th St to Evergreen ST. The Smart City components are Surveillance cameras, Environmental IoT Sensors, Digital Kiosks, Multimedia wireless speakers for dissemination of City Public

LIGHTING/ITSArturo Espinosa, PE


Education: BS in Electrical Engineering, College of Electrical Engineering (ISPJAE), Havana, Cuba, 1995Cisco Networking Academy, Miami-Dade College, 2003


Certification: Cisco Certified Network Professional (CCNP)- Enterprise

IMSA Traffic Signal Tech Level II


Announcements and Wireless LED lights On/Off/DIM controls. All Smart City elements are control through Cloud Services. Project Role: ITS Engineer of Record, Network Integrator.

Professional Engineering Services for Coral Gables Parking at the Ponce/Agave Development Garage, Coral Gables, FL - The project consisted in the design of an automated Parking system automated gates and vehicle counter for the Plaza Building Parking garage at Coral Gables, FL. The project included LPR cameras for the registration of the vehicles entering the garage. BCC design included the design of communication conduits for the installation of third-party sensors like AVI (Transponder) antennas, cameras and in-concrete embedded loop sensors at the garage entry points. Project Role: ITS Engineer of Record.

Design, Build, Operation, and Maintenance Services for an Intelligent Transportation System (ITS) and Smart Parking System (SPS), Phase I & II, Design-Build Operate and Maintain (DBOM), City of Miami Beach, FL - BCC is the project prime ITS designer and Design Project Manager. The project consisted in the Installation of Closed-Circuit Television Cameras (CCTV), Microwave Vehicle Detectors (MVDS), Dynamic Message Signs (DMS), Travel Time Bluetooth sensors, a Microwave wireless communications network, Parking Counters with local availability parking count LED information sign, a Regional Central Control Center and Custom ITS/ATMS control Software. The DMS support structures consisted of decorative custom structures. BCC’s responsibilities included Design Project Management, ITS Design, Miscellaneous Structural Design, Utility Coordination, Electrical Calculations, Traffic Control and plans production. Project Role: Engineer of Record, Design Project Manager.

US-41 from SR 951 to Greenway Rd, Collier County Roadway Lighting, Collier County, FL - BCC is the project prime designer. The project consisted in the design of a new LED lighting system along US-41. The project corridor is 3.5 miles long and it included a signalized

intersection. The project corridor has aerial and underground utilities on its southern portion. In addition to horizontal clearance limitations. This caused the design to use the north side of US-41 for the installation of the new light poles. Utility conflict poles were used for light poles installed at the project signalized intersection, on the south side of US-41. BCC’s responsibilities included Design Project Management, Miscellaneous Structural Design, Utility Coordination, Electrical Calculations (Voltage Drop, Short Circuit currents, Protection Coordination & Arc Flash) and plans production. Project Role: Engineer of Record and electrical calculations responsible engineer.

SR 924/NW 119 St. Adaptive Signal Control Technology (ASCT) Pilot Project (I-95 Interchanges ASCT Phase II Pilot Project) Design-Build, Miami-Dade County, FL - The project scope consist of deploying an adaptive signal control technology (ASCT) system along SR 924/NW 119 St from eastern terminus of SR 924 Gratigny Parkway (west of NW 32 Ave) to NW 5 Ave (east of I-95) along SR 9/NW 27 Ave from NW 110 St to NW 119 St. BCC is the EOR and lead designer for the design, configuration and maintaining of the Intelligent Transportation (ITS) communication systems that includes head-end servers and control software. BCC is the lead coordinating all efforts with the Department and Miami-Dade County for the integration of the ASCT system through the Terremark’s NAP of the Americas (NOTA) center. BCC is also serving as the EOR for the design of miscellaneous structures and responsible for the development/approval of Temporary Traffic Control Plans (TTCP) for the project. Project Role: Engineer of Record, ATMS Design.

SR 25/Okeechobee Road from East of NW 117 Avenue (West of HEFT) to Miami-Dade/Broward County line, NW 202nd St. Capacity Improvements, Conventional, Miami-Dade, FL - SR 25/Okeechobee Rd from West of Krome Avenue to East of NW 117 Avenue Design of roadway improvements, milling and resurfacing and minor widening, of SR 25 from Krome

Avenue to HEFT. Asphalt pavement. Install concrete pavement at intersections only. ITS, signalization, signing and marking, lighting, surveying and Landscape Opportunity Plan. The project is a FDOT conventional type design project. The project consists of the redesign and preparation of contract plans and specifications of all intersections along the corridor. Project Role: Roadway Lighting Plans Engineer of Records. Lighting Design Analysis Report.

Design-Build Project for the Dolphin Station Park-and-Ride Transit Terminal Facility, Miami-Dade County, FL - BCC Engineering was the prime designer for the new park and ride facility, west of the Dolphin Mall in West Miami. The project consisted of the design, permitting, and construction activities necessary to complete the Dolphin Station Park and Ride Transit Terminal Facility and its access road from NW 12th Street which will be known as Dolphin Station Road. The Dolphin Station Park and Ride Transit Terminal Facility includes the following: Parking; Bus bays and bus layover bays; Continuous bus bay canopy; Bicycle storage; Electric vehicle charging stations; Parking Management System and Bus Information System; A transit hub building with passenger waiting areas and accommodation for retail; A driver’s break lounge; Accommodations for ticket vending machines; Landscaping, fencing, and Roadway and Parking lighting; Security surveillance system. BCC’s responsibilities include civil/site design, transit, drainage, environmental, architectural support, ITS, Structural Engineering, Water and Sewer Design, Electrical/Lighting Design and Transportation Planning/Traffic Engineering. Project Role: Electrical Engineer for Roadway Lighting and ITS Communications and Network Design/Integration.



Mr. Aquino has 14 years of experience and currently serves as Director of the Building Structures Department. During this time, he has been involved in design development through construction administration for a variety of project types in the private and public sector throughout Florida such as residential (single and multi-family), commercial, mixed-use, waste/waste water treatment, municipal, institutional, parks and recreation, and highway (sign structures and bridges). Mr. Aquino also has experience in repair and rehabilitation projects using conventional and innovative solutions. His Master’s thesis focused on concrete rehabilitation of damaged and structurally deficient concrete bridge girders using carbon fiber. Mr. Aquino has also performed in-situ load tests on balconies to determine any structural deficiencies and repair needs. Drawing from his experience in a wide variety of projects, Christian’s personal philosophy is that no matter what type or size a project is, the structural engineer’s design should be cost effective, as simple as possible for contractors, and most importantly, achieve the Client’s vision.

Relevant Project ExperienceMater Academy Pedestrian Bridge, Miami-Dade County, FL - The Project consists of a new 10-foot wide, single-span, prefabricated steel pedestrian bridge structure provided by an independent manufacturer

serving as a Delegated Engineer. BCC will coordinate with the bridge manufacturer and design concrete spread foundations and provide structural performance criteria. The approach on either side of the bridge will be a vehicular-bearing concrete sidewalk matching the width of the bridge. A minimum 20-foot clearance will be maintained on both sides for SFWMD access. Gates will be proposed at the campus property line. On the north end, the proposed sidewalk will cross the W 52nd Street Right-of-Way connecting with an existing sidewalk and provide the minimum signage and pavement marking requirements. The Project site spans across the municipal boundaries of the City of Hialeah and the City of Hialeah Gardens. It is located approximately 30 feet east of a Florida Power and Light Company (FPL) easement on the canal Right-of-Way between W 52nd Street (to the north) and Mater Academy (to the south) and squares up with the double-door entrance to the campus building structure as shown in the attached Site Plan. The Project deliverable includes bid documents for the Clients use. Project Role: Project Manager and Engineer of Record.

Gallery at River Parc, Miami, FL - This project involves the design and development of an 11-story, mid-rise, mixed-income housing complex, which includes surface parking, resident amenities, and one hundred fifty (150) affordable and workforce housing units comprised of

live/work units, units having one (1) bedroom and one (1) bathroom, and units having two (2) bedrooms and two (2) bathrooms. This project entails additional site features, including landscaping, sidewalk improvements, fencing/screening, and decorative paving at selected areas. This structure is being designed to be certified as a Leadership in Energy and Environmental Design (LEED) building. Professional engineering services consist of providing structural design, construction administration, and threshold inspections. Project Role: Project Manager and Engineer of Record.

Bella Isla Apartments, Miami Beach, FL - BCC is serving as the Structural Engineer of Record and Threshold Inspector and is providing Structural Construction Documents, Construction Administration, and Threshold Inspections. Located on 3.5 acres of the northeast corner of Belle Isle, Bella Isla Apartments will be a new 172 unit 5-story luxury rental complex, totaling 310,000 square feet, scheduled to open early 2018. The complex, currently in permitting, consists of a main building with units surrounding a central parking garage with 297 parking spaces and a separate residential building connected with a two-level walkway. The building features a landscaped fourth floor that contains landscaping native to the Everglades with a river-like water feature running through the center. The roof tops will also include private terraces with Jacuzzis for the

BUILDING STRUCTURESChristian Aquino, PE


Education: MS in Civil Engineering, University of Miami, 2008BS in Civil Engineering, University of Miami, 2007



units below. Access to the roof top terrace, from the units below, will be by a spiral staircase located on the fifth-floor balcony. Project Role: Project Manager.

Brisas del Rio, Miami, FL - Design and development of a 13-story midrise affordable housing project which includes surface parking, resident amenities and 168 resident units comprised of studio units and one bedroom/one bathroom units located at NW 7th Street and 13th Avenue, Miami, FL. Additional site features include landscape, sidewalk improvements, fencing/screening and decorative paving at selected areas. The building is also designed to be LEED Certified. BCC is providing structural design services, construction administration and threshold inspections. Project Role: Project Manager and Engineer of Record.

Urman Victor Fredericks Red Hook Terminal Annex, St. Thomas, U.S. Virgin Islands - two-story custom and immigration building and associated pier for berthing of ferries and private recreational craft during immigration processing. The two-story structure is composed of reinforced concrete slabs, columns, beams, and shear walls with non-load bearing CMU walls enclosing the building envelope. The deep foundation system and building structure is designed to resist category D seismic forces and coastal wave impact forces in an event of a high flood hazard. Engineering services include design and analysis (seismic and high flood coastal construction), construction documents, construction administration, and special inspections. Project Role: Project Manager and Engineer of Record.

Doral Square, Doral, FL - Structural design of a three-story retail and restaurant building, including at-grade and elevated parking, of approximately 267,000 square feet. Tenants include 24 Hour Fitness gym, with an elevated pool and spa. The three-story building consists of concrete slabs on precast, prestressed concrete joists, supported by a combination of cast-in-place concrete girders and girders with precast, prestressed soffits. The single-story building consists of steel roof deck on

structural joists and joist girders, supported by interior structural steel columns and exterior CMU bearing/shear walls. Buildings include cantilevered structural steel canopies, as well as storefronts supported by structural steel tubes. Foundation system consists of spread footings. Project Role: Project Engineer.

Mater Grove Academy Expansion, Miami, FL - Project Manager and Engineer of Record for a new five-story 57,000 square foot charter school. The new school has a roof top terrace and wing walls that extend 20’ from the building corner and are four stories tall. Project utilized precast prestressed concrete joists and soffit beams, reinforced concrete columns, beams and shear walls. The structure is supported on spread foundations. Project Role: Project Manager and Engineer of Record.

College Preparatory Academy of the Treasure Coast (Phases I-3), Port St. Lucie, FL - The project consisted of three phases. Phase 1 was a new two story approximate 32,000 square foot charter school. Phase 2 consisted of a 20,000 square foot two-story addition. Phase 3 consisted of a new detached two-story building and gymnasium totaling 37,000 square feet. Project utilized precast prestressed concrete joists and soffit beams, reinforced concrete columns and beams and concrete masonry unit walls. The structure is supported on spread foundations. Project Role: Project Manager and Engineer of Record.

Georgian Gardens, West Palm Beach, FL - Design and development of a 4-story elderly housing project which includes surface parking, resident amenities and 87 resident units comprised of one bedroom/one bathroom and 2 bedrooms/2-bathroom units located at 4330 Community Drive, West Palm Beach, FL 33409. Additional site features include landscape, sidewalk improvements, fencing/screening and decorative paving at selected areas. The building is also designed to be LEED Certified. BCC is provided structural design services and construction administration. Project Role: Project Manager and Engineer of Record.

KLA Brickell, Miami, FL - KLA Academy is an early childhood education facility that offers preschool children an early and easy integration to kindergarten. The project is located on the East side of SW 4th Avenue between SW 11th Street and SW 15th Road. The school will have a 600-student capacity with students ranging from infant to 5th grade. The project consists of the design and construction of a new five-story 91,000 square foot building with one level of underground parking and a roof top terrace. The roof top terrace will have landscaped areas, play area, basketball court, and soccer field. BCC Engineering is the Engineer of Record for the Structural design that includes reinforced concrete columns and beams, precast prestressed concrete joists and spread foundations. BCC is also the Threshold Inspector for the project. Project Role: Project Manager.

Senator Villas Design-Build, Miami-Dade County, FL - The Senator Villas Project is a highly anticipated 23-Unit affordable senior living facility, a template for future projects to come as our “Baby Boomer” generation ages. The 20,000 square foot building will be designated for the elderly (62 years and older), with a mix of studio, 1-bedroom, and 2-bedroom units. Amenities such as elevators, exterior balconies, patios, and public common areas are designed for an open-space senior lifestyle community. All areas in the facility will be accessible to persons with disabilities, a vital component of the design. The new building will accommodate 27 parking spaces and sustainable building measures will provide long term savings of maintenance costs and energy efficiency. The Senator Villas Design-Build Project is located in the un-incorporated area of Miami-Dade County on the north side of Bird Road (SW 40th Street), between SW 89th Court and SW 89th Avenue. Other improvements include site preparations for a new bus shelter as well as landscaping and sidewalk improvements on the north side of Bird Road. Project Role: Project Manager and Engineer of Record.



Mr. De La Rosa is a Professional Structural Engineer with 17 years of experience in structural design. He is a Structures Division Manager for BCC’s Miami Office. His background includes design, plan production and load ratings for both transportation bridge design and building structure projects. Mr. De La Rosa has served as the Engineer of Record (EOR), Project Manager and Project Engineer for various agencies including Florida Department of Transportation (FDOT) Districts 3, 4, 5, 6, 7, Florida Turnpike Enterprise (FTE), Miami-Dade Expressway Authority (MDX) and Miami-Dade County Department of Transportation and Public Works (MDTPW). His bridge design experience includes short span flat slab bridges, AASHTO girder bridges, Florida-I Beam bridges. His experience also includes design and analysis of miscellaneous structures including MSE walls, temporary walls, anchored bulkhead walls, Dynamic Message Sign (DMS), sign structures, box culverts, overhead cantilever and span structures.

Relevant Project ExperienceI-275 Howard Frankland Bridge, Tampa, FL - The primary goal of this project is to design and construct the replacement for the existing NB I-275 (SR 93) Howard Frankland Bridge over Old Tampa Bay in Pinellas and Hillsborough Counties and remove the existing Northbound 1960’s exiting bridge. The Project

undertakes major additions and changes to the existing roadway system by adding express lanes, improving existing roadways, enhancing safety, adding capacity and mobility, and accommodating future light rail. The new bridge will be over 15,000 ft long, with 143-ft spans matching the pier locations of the 1990’s bridge, enhancing boater safety and aesthetics of the bridge structures. As an added value, our design reconfigures the scenic overlooks making them 4.5 times larger than the RFP Concept providing significantly enlarged shaded seating area and refuge for maintenance vehicles, as well as an uniform look for all the piers across the bridge, this not only enhances the aesthetics, but also improves the safety of the boaters navigating. Project Role: Structures Engineer of Record.

Gateway Expressway Design-Build, Pinellas County, FL - The Gateway Expressway project is a $545-million-dollar Design-Build project and consists of two major components; The design and construction of two new four-lane elevated tolled roadways that will provide direct connection-with no intersections - between US 19 and I-275 (north of 49th Street North) and I-275 to St. Pete-Clearwater International Airport (PIE) and the Bayside Bridge. As well as, the widening of I-275 to accommodate one additional “Dynamic” tolled express lane in each direction next to the existing freeway lanes, one-mile south of Gandy Boulevard to

4th Street North. The project is also leaving an open option for a future light rail corridor on the south side of Ulmerton Road. BCC Engineering is the prime designer responsible for all Design Project Management and coordination of all engineering services for the project. Overall, the Gateway Expressway project will change the existing roadway system to enhance safety, add capacity and improve mobility. Major Project features include: 26 bridges including 19 new bridges, widening of six bridges and replacement of one bridge barrier, miscellaneous structures including permanent/temporary walls, noise walls, sign structures including cantilevers, overhead signs, mast arms, Intelligent Transportation System (ITS), and toll Gantries. The new communication System (ITS) will include approximately 18 miles of conduit and fiber installations, 20 Close-Circuit Televisions Cameras (CCTV) and 21 Dynamic Message Signs (DMS) to alert drives of current traffic conditions. Final Design is currently underway and final project completion is estimated late 2021. Project Role: Structures Engineer of Record.

SR 821 (HEFT) Widening from SW 288th St. (Biscayne Dr.) to SW 216th St. (Hainlin Mill Rd.) Design-Build, Miami-Dade County, FL - Final design and preparation of construction plans related to the widening of SR 821 from four lanes to six lanes and in the interim condition providing two General Purpose Lanes

MISCELLANEOUS STRUCTURESJoan De La Rosa, PE



Registration: Professional Engineer - Florida No. 74705, 2012Georgia No. 044961, 2019Texas No. 134781, 2019


and one Express Lane in each direction. This project also includes the design of two inside bridge widenings, 5.1 miles of noise walls, wet and dry detention pond and swales, permitting, safety upgrades (guardrail and pier protection), milling and resurfacing, reconstruction of a toll gantry, traffic control and detours, utility coordination, signing and marking, Intelligent Transportation System (ITS) and lighting. Project Role: Structures Engineer of Record.

SR 826/I-75 Express Lanes Project Design-Build, Miami-Dade County, FL - Project includes the addition of approximately 13 miles of Express Lanes to be constructed – 10 miles along the SR 826 (Palmetto Expressway) and three miles on I-75 (SR 93). On SR 826, one to two Express Lanes in each direction will be provided beginning approximately 0.20 miles south of West Flagler Street (south of SR 836) up to a point south of the NW 154th Street Bridge. On I-75, one Express Lane will be provided in each direction from SR 826 and to NW 170th Street (2.0 miles south of the Miami-Dade/Broward County Line). The improvements consisted of widening both SR 826 and I-75, reconstruction on SR 826, new construction in the median of I-75, and an elevated structure connecting the Express Lanes on SR 826 to the Express Lanes on I-75. This project included new drainage, lighting, Intelligent Transportation Systems (ITS), signage, and landscape. The structural improvements consist of 10 bridge widenings, three new FIB bridges and a four-span steel box girder Express Lanes Bridge. Additional structural improvements include 10 partial bridge demolitions, sign structures, ITS structures, and temporary and permanent retaining walls. Project Role: Engineer of Record for two bridge widenings, three new FIB Bridges and over 70 miscellaneous sign and ITS structures.

SR 821 (HEFT) Widening from South of SW 104th St. (Killian Pkwy.) to North of SW 72nd St. (Sunset Dr.) Design-Build, Miami-Dade County, FL - The project included the milling, resurfacing and widening of SR 821, the Homestead Extension of the Florida

Turnpike (HEFT), which accommodates the future needs for capacity, operational and safety improvements, from south of SW 104th Street/SR 990 (Killian Parkway) to north of SW 72nd Street (Sunset Drive). Capacity improvements were provided via the addition of two Express Lanes in each direction through the limits of the project, in addition to the three General Purpose Lanes in each direction. The project also included the resurfacing, restoration, and rehabilitation of Sunset Drive, as well as interchange improvements at Kendall Drive. Project Role: Structures Engineer of Record.

SR 25/Okeechobee Rd. from East of NW 116 Way to East of NW 87 Ave, Miami-Dade County, FL - Final design of the largest segment of the Okeechobee Road corridor. This project includes the reconstruction of Okeechobee Road and design with third level bridges over NW 87th Avenue and second level flyover bridges to and from Okeechobee Road and NW 87th Avenue. The design will also include the realignment of NW 103rd Street as well as widening of NW 87th Avenue, NW South River Drive, and NW 106th Way. Structural scope includes 16-Spans 3rd Level Flyover Bridge and Continuous Steel Girders and FIB Superstructure, 2nd Level Curved Steel Bridges with Steel Integral Pier Caps, Concrete Straddle Bents, Concrete C-Piers and Integral Steel Straddle Bent. Project Role: Engineer of Record for the 4 steel I-girder bridges (Category 2).

SR 821 (HEFT) Widening North of SW 184th St. (Eureka Dr.) to South of SW 104th St./SR 990 (Killian Pkwy.) Design-Build, Miami-Dade County, FL - The project includes the design, widening, and reconstruction of SR 821/HEFT, which accommodates the future needs for capacity, operational and safety improvements, from north of SW 184th Street (Eureka Drive) to south of SW 104th Street/SR 990 (Killian Parkway), including a new extension of SR 874/Miami-Dade Expressway (MDX) through the interchange with SR 821 (HEFT). Capacity will be provided via the addition of one general-purpose lane and one express lane in each direction through the limits of the project. Reconstruction of the HEFT/SR 874

interchange will modify the northbound configuration of the interchange in order to provide lane continuity for HEFT lanes on the left and SR 874 exiting traffic to the right. Additional surface street improvements will be provided to improve operations and capacity at the interchanges. Project Role: Miscellaneous Structures Engineer of Record.

SR 40 from End of Four Lanes to E. of CR 314, Ocala, FL - This project requires construction of twin bridges carrying SR 40 over Wildlife Crossings in two locations as part of a four-lane widening project. SR 40 is classified as an urban principal arterial providing an east-west route between Ocala and Daytona linking I-75 with I-95. The Wildlife Crossings provide a 50-foot wide wildlife corridor with an eight-foot vertical clearance. The bridge’s single span superstructure consists of FIB-36 girders supporting an eight-inch deck with traffic railings. The proposed westbound bridge will also accommodate a 12’-0” multi-use trail that is currently being designed as part of a separate project. The substructure consists of a shallow foundation build on top of the MSE wall volume. In addition to the above major work, improvements also include MSE walls, strain poles for signalization and box culverts to provide an updated drainage system and additional wildlife crossing considerations. Project Role: Engineer of Record for the structural design of the two wildlife crossings, box culverts and strain wire assemblies.



Mr. Hernandez is a Civil Engineer with more than 14 years of expertise in land development including the management, design and permitting of paving and drainage systems, roadways, water distribution systems and wastewater collection/transmission systems in South Florida. Mr. Hernandez has worked on a wide variety of project including small and larger residential developments, site development for office buildings, commercial/retail shopping center and roadway projects.

Relevant Project ExperienceLandswap, MDC Offices and PRCC Community Center, Miami-Dade County, FL - BCC serves as the Site/Civil Engineer for a proposed 4-story, 40,000 square foot, mixed-use office and retail building located at 2900 NW 5th Avenue, Miami, FL within the rapidly growing Miami neighborhood of Wynwood. Our services include site/civil engineering design including site grading, water, sewer & drainage design, preparation of construction documents, permitting, and limited construction administration services for the proposed building. Coordination with Miami-Dade Water and Sewer Department, Miami-Dade County Fire Department, City of Miami Building Department and Public Works. Project Role: Civil Senior Project Engineer/QA/QC Review Manager.

Kislak Office Building, Miami-Dade County, FL - This project is located at 7900 NW 154th Street, Miami Lakes, Florida 33016 in Miami-Dade County, Florida. This project involves the construction of a 5-story building with 2 levels of 65,000 SF core and shell office space and a 3-level parking garage with a total of 230 spaces. The project’s scope entails providing professional civil engineering services required for on-site improvements to reconstruct the existing parking area to accommodate the new office building and parking garage. Some of the project’s scope elements include drainage design and construction of new water and sewer utilities infrastructure for the new building. Project Role: Civil Senior Project Engineer.

Mater Academy Pedestrian Bridge, Miami-Dade County, FL - The Project consists of a new 10-foot wide, single-span, prefabricated steel pedestrian bridge structure provided by an independent manufacturer serving as a Delegated Engineer. BCC will coordinate with the bridge manufacturer and design concrete spread foundations and provide structural performance criteria. The approach on either side of the bridge will be a vehicular-bearing concrete sidewalk matching the width of the bridge. A minimum 20-foot clearance will be maintained on both sides for SFWMD access. Gates will be proposed at the campus property line. On the

north end, the proposed sidewalk will cross the W 52nd Street Right-of-Way connecting with an existing sidewalk and provide the minimum signage and pavement marking requirements. The Project site spans across the municipal boundaries of the City of Hialeah and the City of Hialeah Gardens. It is located approximately 30 feet east of a Florida Power and Light Company (FPL) easement on the canal Right-of-Way between W 52nd Street (to the north) and Mater Academy (to the south) and squares up with the double-door entrance to the campus building structure as shown in the attached Site Plan. The Project deliverable includes bid documents for the Clients use. Project Role: Senior Project Engineer.

Flagler Street Downtown Beautification, Civil Engineering Services for Roadway, Parking, and Pedestrian Accommodations, Miami, FL - The project involves full roadway reconstruction using concrete brick pavers, eliminating curbing while using flush valley gutters along with continuous trench drains, sidewalk widening, provision of valet parking system, reconfiguration of on-street parking and coordination with the landscape architect to propose trees in a corridor saturated by underground utilities designed and permitted for relocation. The purpose for this project is to make Flagler Street a more pedestrian-friendly roadway where the street can be closed for events creating a street

CIVIL/SITEGabriel Hernandez, PE


Education: BS in Civil Engineering, Florida International University, 2006Associates in Arts, Miami Dade Community College, 2004



plaza environment. In addition, several traffic calming measures were introduced including narrowing the travel lanes, decorative high-visibility pedestrian cross walks, and decorative street furniture. The project also included the provision of new hardscape patterns, street lighting design and the re-design of the drainage system to provide a 100-year service life operation. In addition, this project includes extensive utility coordination and the new design of the water distribution line and two sanitary sewer gravity lines. Extensive coordination with permitting authorities, Miami-Parking Authority, and Miami Downtown Development Agency (DDA). Project Role: Senior Project Engineer.

Las Villas De Florencia (A.K.A. Diaz Farm) Residential Development, Miami-Dade County, FL - Project consisted of a 63 acres residential development including 26 single family homes and 442 duplex units. Engineering services included design and permitting paving and grading plans and drainage system consisting of 10,000 linear feet of exfiltration trench, swales and dry retention areas. The drainage improvements included the design of a 72-inch R.C.P. culvert to replace an existing agricultural drainage ditch on the south border of the project. A new water distribution system was required to service the project consisting of 400 linear feet of 16-inch D.I.P. and 14,000 linear feet of 8-inch D.I.P. Two subaqueous canal crossing were designed to provide access for the proposed water main to the existing points of connections. The sewer collection system consisted on the 10,800 linear feet of 8-inch gravity sewer. Approximately 1,500 linear feet of 8-inch D.I.P. force main and 24 feet deep public pump station were design to connect to an existing 54-inch force main on the north border of the project. Additionally, the project included the widening of 107th Avenue from SW 248th Street to SW 254th Street. Design, permitting, inspections, construction administration and certifications were part of the engineering services. Project Role: Engineer of Record, Project Manager.

Breton Park at Davie, Town of Davie, FL - The project consisted of 70 multi-family units. Planning services included the preparation, coordination and approval of the site plan for the 7 acres property. Engineering services include the design and permitting of paving and grading plans and a drainage system consisting of swales, inlets, culverts and a lake which discharges into an adjacent canal. A canal widening was required as part of the local drainage criteria. The water distribution system included two 8-inch master meters to service a 2,000-feet long 8-inch private water main. The sanitary sewer system consisted of 1,800 linear feet of private gravity sewer, a private pumps station and 2,400 linear feet of force main discharging into a public gravity system. Construction administration services include the review and approval of shop drawings, inspections, permits close-out and certifications. Project Role: Engineer of Record.

5707 Waterford Office Building (Burger Kind Head Quarters), Miami-Dade County, FL - The project consisted of a 5-story office building and a parking garage to sever as Burger Kings headquarters. Planning services included the preparation, coordination and approval of the site plan for the 5 acres property. Engineering services included the design of the paving and grading plans and a drainage system consisting of exfiltration trench and a dry-retention area to meet the specific environmental requirements for the site. The project required a 500 linear feet 12-inch water main extension and the installation of 400 linear feat of a gravity sewer system. The utility coordination for the project included the relocation of FPL poles and the relocation of the electrical service for an adjacent traffic signal. Construction administration services include the review and approval of shop drawings, inspections, permits close-out and certifications. Project Role: Engineer of Record, Project Manager.

NW 82nd Avenue Widening from 87th Street to 33rd Street, City of Doral, FL - The project consisted of the widening of 0.40 miles of a two-lane road to a four-

lane road with a scramble lane as part of the City Place Doral master development agreement requirements. Engineering services included the coordination for the demolition of the existing road. In addition, project included the design and permitting of proposed road widening sections, exfiltration trench drainage system, water and sewer relocations, utility coordination, signing and pavement markings. Construction administration services consisted of inspections, conflict coordination, shop drawings approvals, project close-out and certifications were part of the project. Project Role: Project Engineer responsible for design and permitting.

City Place Doral Mix-Use Development, City of Doral, FL - The project consisted of a mix-use development including two apartment buildings and five commercial building including multiple retail stores, restaurants, a movie theater and a bowling alley. Engineering service included the coordination for demolition of existing roads and utilities withing the site. Additionally, the project included the design, permitting, inspection and certification of an exfiltration trench drainage system, a 12-inch water distribution and sewer collection system. Furthermore, the project included the redesign and permitting of private road adjacent to project along with the review of pedestrian access to the site for ADA compliance. Construction administration services include the review and approval of shop drawings, inspections, permits close-out and certifications. Project Role: Project Engineer responsible for design and permitting.



Ms. Fraga has vast knowledge and experience in multi-faceted projects that include office buildings, major air and cruise terminal structures, parking structures, educational, institutional, residential, and multi-use/commercial components. She is familiar with specific requirements of all county, state and local governing bodies.

Relevant Project ExperiencePortMiami Terminal K Garage, Miami, FL - New $51 Million, 11-story, 2,200 space parking garage. Project was a fast-track, design-build project with construction completed one year after award. Ms. Fraga served as mechanical engineer for the project. Project Role: Mechanical Engineer.

New Trolley Maintenance Facility and Fire Station 2 Renovations/Additions, Coral Gables, FL - $11.7 Million renovation of and addition to existing fire station as well as new trolley maintenance facility with eight trolley repair bays and second floor PSAP (911 call center) emergency operations area. Renovation scope included apparatus bays, dorm areas and living areas in existing fire station building and addition consisted of four new apparatus bays, training tower and classroom space. Ms. Fraga served as mechanical engineer for the project. Project Role: Mechanical Engineer.

Miami-Dade College Medical Campus Parking Garage, Miami , FL - New $28.9 Million, 1600-space parking garage. Project included mass notification system throughout parking garage. Firm served as MEP engineer. Ms. Fraga served as mechanical engineer. Project Role: Mechanical Engineer.

Miami-Dade College West Campus Parking Garage, Miami, FL - New $22.5 Million, 2,026-space parking garage. Project included exterior Multi-Purpose area with sound system and large screens for events. Firm served as MEP engineer. Ms. Fraga served as mechanical engineer. Project Role: Mechanical Engineer.

Father Gerrard Jean-Juste Community Center at Oak Grove Park , Miami, FL - 20,000 sq. ft. community center building including pool, splash pad, locker rooms, kitchen, multi-purpose rooms and classrooms. Project is LEED Gold Certified. Project Role: Ms. Fraga was responsible for the mechanical, plumbing and fire protection design for this project.

Museum Plaza, Miami, FL - 36,000 SF elevated plaza built atop a shared parking garage for the Perez Art Museum and the Frost Science Museum. The space is designed to be used as a gathering space and also a rental space for weddings and other parties. Project involved coordinating with two separate owners as

well as two separate design teams to provide building services for the garage. Project Role: Ms. Fraga was responsible for the mechanical, plumbing and fire protection design for this project.

Hialeah Gardens Library, Hialeah Gardens, FL - 13,500 sq. ft. building library building including meeting rooms, a café and video recording studio. Project Role: Ms. Fraga is responsible for the mechanical, plumbing and fire protection design for this project.

Miami Gardens Senior Center, Miami Gardens, FL - 14,000 sq. ft. building with Multi-Purpose Rooms, Fitness Room, Warming Kitchen and Covered Patio and walking trail. Project Role: Ms. Fraga is responsible for the mechanical, plumbing and fire protection design for this project.

Amelia Earhart Park, Miami, FL - 18,500 sq. ft. pool and community center building with Multi-Purpose spaces, Art Lab, Child Care area, Fitness Room, and Locker Rooms. Project also includes a separate restroom building for the Mountain Bike area of the park and four lighted soccer fields. Project Role: Ms. Fraga is responsible for the mechanical, plumbing and fire protection design for this project.

Metromover Bicentennial Station, Miami, FL - Renovation of the existing Bicentennial (now Museum Park) Metromover Station. Project Role: Mechanical Engineer.

MEPIrene Fraga, PE, LEED AP


Education: Bachelor of Engineering, University of Miami, 1975


LEED Accredited Professional, 2009


MIA Mover Station, Miami, FL - Electrical design of the MIA Mover people mover train station at MIA, the station that receives the train from the Miami Intermodal Center. Project Role: Mechanical Engineer.

MIA D30 Flagship Lounge, Miami, FL - Engineer of Record for a $3 million new Flagship Lounge at Miami International Airport. Project involves build-out raw space adjacent to existing Admiral’s Club. Project Role: Mechanical Engineer.

MIA Mover Station, Miami, FL - $90 million people mover train station located at Miami International Airport. Project Role: Mechanical Engineer.

BC Infill Shell at MIA, Miami, FL - A $58 million new construction of a new three level concourse structure and demolition of existing Concourse C. Project Role: Mechanical Engineer.

BC Infill Finish-out at MIA, Miami, FL - Interior finish-out of a new $50 million three-level concourse structure at MIA. Project Role: Mechanical Engineer.

Concourse “J” at Miami International Airport, Miami, FL - A $72 million new concourse at Miami International Airport where Fraga Engineers is responsible for the design and construction documents for the mechanical portion of the work. Project Role: Mechanical Engineer.

MIA Central Chiller Plants Expansion East & West and Tower Upgrade, Miami, FL - Plumbing and Fire Protection Design for a $50 million, 3400 ton expansion to the main chiller plant at Miami International Airport. Project Role: Mechanical Engineer.



Mr. Kroll, President of Miller Legg, has been actively involved in projects ranging from large scale habitat restoration to international urban redevelopment projects. His 30+ year career has concentrated on planning, infrastructure, open space, transportation and redevelopment, principally in South Florida. Mr. Kroll’s diverse professional experience has led to projects that successfully integrate environmental, planning and landscape architectural services. Under his leadership, Miller Legg develops project solutions that respond to the natural environment, respect the social fabric and create sustainable aesthetic spaces.

Relevant Project ExperienceFlorida Department of Transportation (FDOT) District 6 D/B I-395 from West of I-95 to MacArthur Causeway Bridge, Miami, FL - For this high-profile complex design-build project, Miller Legg is on the team as a subconsultant for the ‘Heritage Trail’ under I-395 to provide landscape architecture and irrigation design services to the team of Archer Western/deMoya/Pevida Design Group. The initial phase of work includes disposition of over 2000 trees and palms, including, relocation, permitting and coordination with the City of Miami, Miami Dade Expressway Authority (MDX) and the FDOT. Project area includes the roadways, connectors and infield areas of SR 836 from 27th

Avenue to 7th Avenue, I-395 from 7th Avenue to Biscayne Bay and I-95 from NW 8th Street to NW 29th Street. Project Role: Senior Landscape Architect/ QC Manager.

Florida Department of Transportation (FDOT) District 6 Districtwide Landscape Architectural Services, Miami, FL - Miller Legg held a multi-year districtwide landscape architecture contract providing design services for stand-alone landscape projects and support for in-house projects. Under this contract, we provided miscellaneous design support services including planting design, irrigation design, hardscape design and arborist services, as well as, minor engineering design and surveying/SUE services to support in-house landscape projects. In addition, we provided in-house support services assisting the District Landscape Architect. Project Role: Senior Landscape Architect/QC Manager.

Florida International University (FIU) Continuing Engineering Services, Miami, FL - FIU selected Miller Legg as a consultant under a continuing civil engineering services agreement. The scope encompasses any building programming, schematic design, design development, construction document, bidding/negotiation or construction phase tasks for projects authorized under this agreement. Services

entail engineering drawings and specifications, surveys, site evaluations, environmental studies, construction coordination, cost estimates and record drawings, and landscape architecture among other deliverables. Miller Legg has worked on a wide range of engineering and other projects at the various FIU campuses over the past 10 years. Project Role: Senior Landscape Architect/QC Manager.

Florida International University (FIU) Campus Master Plan 2010-2020 Update and Traffic Impact Study, Miami, FL - The Campus Master Plan update for the three FIU campuses in Miami; namely, Modesto A. Maidique (MMC), Engineering Center (ECC) and Biscayne Bay (BBC) includes traffic impact evaluation on the internal and external street network for the design year 2020 based on anticipated increase in student enrollment and recommending improvements for any deficiencies in levels of service. It also included evaluation of existing parking facilities, transit facilities, pedestrian and bicycle facilities and documenting existing safety issues. Furthermore, this report comprised discussion on Transportation Demand Management (TDM) strategies to encourage/ improve alternative travel modes to minimize single occupant vehicles (SOV) trips, and eventually reduce parking demand. In addition, Miller Legg performed a Traffic Impact Study

LANDSCAPE ARCHITECTUREMichael Kroll, RLA, FASLA


Education: Bachelor of Landscape Architecture, University of Florida, 1986Graduate Studies, Urban and Regional Planning, Florida State University, 1989

Registration: Registered Landscape Architect, FL, 1989Registered Landscape Architect, TX, 2009


(TIS) for the Comprehensive Master Plan Amendment for these three campuses. The analysis involved evaluating the traffic impacts on the internal and external street network immediately adjacent to the campuses due to the anticipated increase in student enrollment and recommending improvements for any deficiencies in levels of service. Miller Legg was a subconsultant to Perkins + Will. Project Role: Senior Landscape Architect/QC Manager.

Florida International University (FIU) Parking Garage 6 Civil Engineering, Miami, FL - Miller Legg provided engineering design, surveying/SUE, permitting, and construction observation services for FIU’s 1,960-space 51,500 SF mixed-use Parking Garage No. 6 (PG6). The design included water, sewer, paving, grading, drainage, traffic and transportation design for this facility. The planning for a future express bus rapid transit hub was also integrated into the site’s design. Off-site improvements included the widening of the campus loop road, NW 10th Street and the design of a two-lane roundabout to serve as the primary entrance to the campus. Intersection improvements to SW 8th Street and SW 112th Avenue included coordination and permitting with FDOT for signalization and roadway improvements. The project was awarded the International Parking Institute’s 2016 Award of Excellence in Category II (Best Design of a Parking Facility with Fewer than 800 Spaces). Miller Legg was a subconsultant to PGAL. Project Role: Senior Landscape Architect/QC Manager.

Florida Department of Transportation (FDOT) District 6 I-75 from NW 178th Street to NW 202nd Street Landscape, Miami-Dade County, FL - For this major gateway landscape improvement project in Miami-Dade County, Miller Legg is the prime firm providing landscape architecture design, landscape plantings and post-design services. Initial landscape enhancements also include the Miami Gardens and the Turnpike HEFT Interchanges. The landscape improvements include large trees, palms and understory

species. Miller Legg will also oversee subconsultants for miscellaneous traffic control plans, surveying and public involvement components.

Florida Department of Transportation (FDOT) District 6 Biscayne Boulevard, Miami, FL - For three sections of the award-winning historic Biscayne Boulevard roadway in the City of Miami, Miller Legg prepared tree removal and relocation for current roadway construction, as well as future planting, hardscape, and site amenity documents. The first phase of this ± 3 mile project was from 5th Street to 13th Street, in downtown Miami including the American Airlines Arena and the Adrienne Arsht Center for the Performing Arts. Phase two was from 36th Street to 67th Street, and phase three from 67th Street to 87th Street. This project required coordination with the Miami Downtown Development Agency (DDA), collection of field data, documentation of the information in graphic and text formats, and coordination of the proposed improvements with local municipalities and community associations. The five-year Biscayne Boulevard revitalization project was part of a multi-year continuing service contract with FDOT District 6. And, it was recognized by the Florida Chapter of the American Society of Landscape Architects for Outstanding Design. Project Role: Senior Landscape Architect/QC Manager.

Florida Department of Transportation (FDOT) District 6 SR 25/Okeechobee Rd from E of NW 107th Avenue to E of NW 116th Way, Miami-Dade County, FL - As part of FDOT’s multi-segment corridor improvement and reconstruction projects along SR 25/Okeechobee Road in Miami-Dade County, Miller Legg provided landscape architecture services for this segment as a subconsultant to A&P Transportation Consulting Engineers (A&P). Services included Landscape Opportunity Plans and tree inventory and analysis. Project Role: Senior Landscape Architect/QC Manager.

Florida Department of Transportation (FDOT)

District 6 SR 826 @ SW 8th Street Landscape Architecture Inspections, Miami, FL - Miller Legg provided landscape inspections including post design services at this urban arterial at the Palmetto Expressway and 8th Street. The firm was a subconsultant to Manual Diaz Farms. Project Role: Senior Landscape Architect/QC Manager.



As a Principal at Horton Lees Brogden Lighting Design, Ken brings over thirty years’ experience in architectural lighting design to his project work. Originally trained in theatrical lighting, and with a natural ability to understand and realize complex mechanical and technical details, Ken brings a unique viewpoint that assures his projects meet the highest level of creative design while utilizing the latest advances in lighting and controls. In addition to his role in project design, Ken also enjoys taking an active role in mentoring our next generation of designers and working to assure they have a supportive environment in which to grow their skills. With a diverse portfolio that includes a wealth of project types, Ken brings a particular expertise in large civic projects, including monuments and major infrastructure projects. Through this work, he has developed a unique ability to communicate with the public and collaborate with project stakeholder groups, assuring that their needs are heard and reflected in the project design.

Relevant Project ExperienceHastings Bridge, Hastings, MN - The town of Hastings, Minnesota is located along a scenic stretch of the Mississippi River and, as with many such towns, the river and its crossings are integral to the city’s history and civic identity. For their new signature bridge, Hastings residents wanted a nighttime image that reflected the

quiet beauty of their environment while continuing to serve as a signature landmark for the city. At night, elegant LED “strokes” of light trace the dramatic tied arch structure against the night sky, while simultaneously grazing the plane of hanger cables. This simple effect creates an illuminated gateway to the city for drivers crossing the span or boaters navigating under it. Project Role: Architectural Lighting Design.

I-4 Ultimate, Orlando, FL - As the gateway to the city of Orlando and its world famous attractions, the redesigned I-4 corridor will incorporate a wealth of aesthetic enhancements to guide drivers through the highway backbone of this world class destination. Major architectural elements, including bridge markers, monumental pylons, landscaping, dynamic fountains and a dramatic gateway pedestrian bridge, will serve to welcome and guide residents and visitors alike through this unique highway corridor. This dynamically-tolled highway is being constructed as a public-private partnership (P3). Construction is expected to be completed by 2021. Project Role: Architectural Lighting Design.

Additional Project Experience includes:

• I-4 Ivanhoe Gateway Pedestrian Bridge, Orlando, FL

• Marco Island Bridge, Marco Island, FL

• I-395 Bridge, Miami, FL

• Samuel de Champlain Bridge, Montreal, Quebec

• Dr. Martin Luther King, Jr. Memorial Bridge, Fort Wayne, IN

• The Lincoln Memorial Relighting, Washington, DC

• Thomas Jefferson Memorial Relighting, Washington, DC

• Francis Scott Key Bridge, Washington, DC

• Sheikh Khalifa Bridge, Abu Dhabi, UAE

• Biloxi Bay Bridge, Biloxi, MS

• Bayonne Bridge, Bayonne, NJ

• Lafayette Bridge, St. Paul, MN

• Senator Christopher S. Bond Bridge, Kansas City, KS

• MacDonald Island Bridge, Wood Buffalo, Alberta

• Missouri River Bridge, Omaha, NE

AESTHETIC LIGHTINGKenneth Douglas, FIALD, MIES, LC, LEED AP


Education: BA in Liberal Arts & Sciences/Liberal Studies, Thomas Edison State College

Registration: LEED Accredited ProfessionalLighting Certified by the National Council on Qualifications for the Lighting Profession (LC)Fellow of the International Association of Lighting Designers



Mr. Carlos Alonso is one of our twelve licensed Surveyor & Mappers on staff. Mr. Alonso has over 23 years of experience in the surveying field. He is proficient with CAICE, GEOPAK, Microstation, AutoCAD, Trimble, GPSurvey, and Trimble Geomatics Office, Hector, EFBP, Terramodel as well as numerous other survey and office software. In addition, he has field experience with several instruments and data collectors including Trimble GPS units, TSC1, TSCE, ACU, Robotic Total Stations, and levels, Ashtech GPS units and a variety of other total stations, levels and instruments. Mr. Alonso is up to date with the current technology and is well trained with the latest technology, Laser Scanning. He is very familiar with the preparation of: Design Surveys, Right-of-Way Control Surveys, Right-of-Way Mapping, Construction Layouts, As-built Surveys, Drainage Surveys, and many more.

Relevant Project ExperienceFDOT District 6, Districtwide Right of Way Monumentation Consultant Contract, Miami, FL - Task driven contract performing Right of Way Monumentation and Right of Way Monumentation Mapping services in Miami-Dade and Monroe Counties, and all municipalities within the district. These services include, but are not limited to the preparation of Right of Way Control Surveys, Right of Way Maps, Boundary

Surveys, Title Search Reviews, and Right of Way Monumentation to include annotation and recordation of Right of Way Maps once the Monumentation is complete. Project Role: Surveyor & Mapper.

FDOT District 6, NE 174th Street Pedestrian Bridge, Miami, FL - MGV was responsible for providing a Design Survey consisting of the following deliverables: the establishment of horizontal (NAD 83/90) control as needed, and the creation of Topographic at the intersection of US-1 and 174th Street. All trees were located and identified with common names. Project Role: Surveyor & Mapper.

Port of Miami Terminal F, Miami, FL - MGV provided the following survey services, including: existing condition survey; foundation survey; existing pile survey; new pile layouts and new pile as-builts for 267 auger cast piles; identify existing control points, reference elevation and property line corner stakes; establish control points for building; establish and maintain a minimum of 2 benchmarks; verifying contractor’s elevations of decks (including 3 mobilizations); provide final certificates of elevation; final parcel survey; as-built survey of the building; as-built of boundary and topographic survey; setting grid lines and building corners; drainage survey; and additional elevations on existing pedestrian bridge. Project Role: Surveyor & Mapper.

SR 826 Palmetto Expressway from N. Canal C-8 Bridge (NW 162 St) to East of NW 67th Ave, Miami, FL - MGV was responsible for providing a Design Survey consisting of the following deliverables: the establishment of horizontal (NAD 83/90) and vertical control (NGVD 29) networks, and preparation of PNC sheets; Survey Baseline and Right of Way Lines; creation of Topographic surveys and Digital Terrain Model (DTM/3D) in 3D laser scanning; Planimetrics; Cross Sections; Drainage Survey, Channel Survey; and Geotechnical Support. Project Role: Surveyor & Mapper.

Bridges of the Isles & Sunrise Key Bridge replacements, Miami, FL - SR 842/Las Olas - MGV was responsible for providing up to eleven (11) Utility Locates. Each locate (test hole) included horizontal coordinates, depth of cover, elevation, size, type, material and general direction of each utility. Project Role: Surveyor & Mapper.

SR-968/Flagler Street/SW 1st Street Premium Transit Study from approximately SR-821/Homestead Extension of the Florida Turnpike (HEFT) to SR-5/US 1/Biscayne Blvd., Miami, FL - The following includes development of the following new roadway segment needed to accommodate the proposed transit route: SR 968/Flagler Street from NW 018th Avenue to NW 122nd Avenue & NW 122nd Avenue

SURVEYCarlos Alonso, PSM, EI


Education: BS in Civil Engineering, Florida International University, 2007AS in Land Surveying, Miami Dade College, 2003

Registration: Professional Surveyor & Mapper, Florida License No.: LS6669, 2008Engineering Intern, Florida License No.: 1100011603, 2007


from SR 968/Flagler Street to Dolphin station (NW 12th street at NW 122nd Avenue). MGV was responsible for preparing a complete Design survey, which included recovering and verifying existing horizontal and vertical control and re-set and add monuments that have been destroyed to the project network control sheets. Survey baseline and right of way lines were established, and the creation of a Topographic survey and Digital Terrain Model (DTM/3D) in 3D laser scanning was performed. Additional services included: Bridge Survey (on bridges: 874233, 870268, 870660, and 870661), and section & subdivision locations for survey baseline and right of way lines, while maintaining work zone safety as required by Client standards. Project Role: Surveyor & Mapper.

FDOT District 6, Districtwide Right of Way Mapping & Survey, Miami, FL - Task driven contract performing miscellaneous survey tasks in Miami-Dade and Monroe Counties, and all municipalities within the district. Recent tasks for Right of Way Mapping and Surveying services have included the preparation of Right of Way Control Surveys, Right of Way Control Maps, Right of Way Surveys, Right of Way Maps, Boundary Surveys, Geographic Information System (GIS) Mapping, preparation of Parcel Sketches and Legal Descriptions, Quality Assurance Reviews, Title Searches, Title Search Review, plotting Legal Descriptions, and miscellaneous surveying and mapping. Right of Way surveys may include, but not be limited to, the following: Geodetic Control / Project Network Control (PNC), Alignments, Section Ties, Subdivision Ties, Maintained Right of Way Survey, Building Ties, Jurisdictional Line Survey, and Side Street Surveys. Project Role: Surveyor & Mapper.

Miami-Dade County, Replacement of Bridges 874235 & 874420, Miami, FL - MGV was responsible for providing a Design Survey consisting of the following deliverables: the establishment of horizontal (NAD 83/90) and vertical control (NAVD 88) networks, preparation of Project Network Control sheets, Survey Baseline, creation of Topographic survey and Digital

Terrain Model (DTM/3D) in 3D laser scanning, and Channel Survey. Project Role: Surveyor & Mapper.

FDOT District 6, Pigeon Key Ramp Repair Project , Miami, FL - MGV prepared a complete Design survey which includes the establishment of horizontal (NAD 83/90) and vertical control (NAVD 88) networks, survey baseline and right of way, the creation of Topographic surveys and Digital Terrain Model (DTM/3D) in 3D laser scanning, Alignment (Project Survey Baseline), Bridge Survey, and Work Zone Safety. Project Role: Surveyor & Mapper.

FDOT District 6, NW 36th Street Improvements from west of Lee Drive to east of NW North River Drive, Miami, FL - MGV is responsible for completing Design Surveys which include the establishment of horizontal and vertical control networks, performing necessary layout to establish the project MOT for all phases, paint 100’ interval stations on curb line, and layout of the following: drainage structures (20), light poles/signals/signs (11 poles, 18 wiring pull boxes), signalization (34 signs), elevations for utilities adjustment (10), roadway earthwork, gravity wall, barrier wall, roadway base (blue tops), curb and gutter, sidewalk, guardrail, center line of H.C. ramps (8), canal excavation, foundation piles (Bridge 1 with 23 total piles and Bridge 2 with 25 total piles), pile cut-off elevations bridge 1 and 2, end bent cap (bridge 1 and 2), beam pedestal with elevations, and beam alignment. Also, provided elevations for S.I.P. installation, as-built deck forms, and preparation of final bridge as-built, roadway as-built, canal as-built, and reestablish primary network control. Project Role: Surveyor & Mapper.

FDOT District 6, NE 174th Street Pedestrian Bridge, Miami, FL - MGV was to prepare a complete Design survey which included the establishment of horizontal (NAD 83/90) and vertical control (NAVD 88) networks, survey baseline and right of way, and the creation of Topographic surveys and Digital Terrain Model (DTM/3D). Project Role: Surveyor & Mapper.



Guy L. Larose is an internationally recognized authority in wind engineering, long-span bridges and aerodynamics whose rare depth of expertise delivers enormous value to our clients. He brings to his current role a rich background in both academic research and client work both in North America and in Europe; he has made engineering contributions to some of the world’s tallest structures and longest bridges and served as a specialist in wind-tunnel testing at the Aerodynamics Laboratory of the National Research Council Canada. Guy’s recent work has focused on bridge aerodynamics, wind engineering of flexible structures during construction, pedestrian bridges and wind-induced vibrations of bridge cables. A recognized leader in his field, Guy has published numerous journal papers and actively contributes as advisor or board member for many technical symposiums and professional associations. He is also Adjunct Professor at Carleton University in Ottawa. Dr Larose received the Queen Elizabeth II Diamond Jubilee Medal in 2013 for his scientific contributions to bridge engineering and the SAE Arch T. Colwell Merit Award in 2018 for scientific contributions to drag reduction technologies.

Relevant Project Experience• I-395 Signature Bridge, Miami, FL

• Sam Houston Channel Bridge, Houston, TX

• Gordie Howe Bridge, Detroit-Windsor, USA-Canada

• Frederick Douglass Memorial Bridge Replacement, Washington DC, USA

• Harry Nice Replacement Bridge, Maryland-Virginia, USA

• North Atwater Pedestrian and Equestrian Bridge, Los Angeles, California, USA

• New Ambassador Bridge, Detroit-Windsor, USA-Canada

• Golden Gate Bridge, USA

• George Washington Bridge, USA

• Sciotto River Pedestrian Bridge, USA

• Tacoma Narrows Bridges, USA

• Lions Gate Bridge, Canada

• Storebaelt East Bridge, Denmark

• Hoga Kusten Bridge, Sweden

• Messina Straits Bridge, Italy

• Paso del Alamillo Bridge, Spain

• Raippaluoto Bridge, Finland

• Oresund High Bridge, Sweden

• Stonecutters Bridge, HongKong

• Pont de Normandie and Viaduc de Millau, France

• Bjornafjorden Bridge, Norway

• Braila Suspension Bridge, Romania

• Tintagel Pedestrian Bridge, UK

• Angus Macdonald Bridge, Halifax, Canada

• Royal Alexandra Bridge, Ottawa, Canada

• ANZAC Bridge, Sydney, Australia

• Pont d’Europe, Orléans, France

• Govan Partick Footbridge, Glasgow, Scotland

• North Atwater Pedestrian and Equestrian Bridge, Los Angeles, USA

• Sundial Bridge at Turtle Bay Exploration Park, Redding, USA

• Wellsburg Bridge, West Virginia, USA

• DE-1 Chesapeake and Delaware Canal Bridge, Delaware, USA

• Burj Khalifa, Dubai, UAE

• Clark Bridge, West Alton, USA

• I-64 Widening, Nitro, USA

WIND STUDIESGuy L. Larose, PhD, PE


Education: Doctorate in Structural Engineering, Technical University of Denmark, DenmarkMaster of Engineering Science in Wind Engineering, University of Western Ontario, Canada

Bachelor of Applied Science, Université Laval, Canada

Registration: Professional Engineer in Quebec, Canada



Tere Garcia has over 30 years of experience in the fields of planning, public participation, governmental and media relations. Twenty-five of those years have been spent specifically in the public involvement field concentrating on transportation and infrastructure projects. Her training as an architect and planner provides her a unique perspective to understand complex technical issues and have the ability to translate them to plain language for the public. Throughout her many years of experience, she has also established a network with state and local permitting entities. She has standing relationships with community and civic organizations and residents associations, which provides her with the framework needed to accomplish any public outreach task. Ms. Garcia established all guidelines for public involvement for the Miami-Dade Expressway Authority (MDX) for all project phases, from planning, to design and construction and specifically Design/Build projects. She established the guidelines following State requirements but tailored to the rapid pace and fast delivery of MDX projects. Ms. Garcia has managed and led public involvement efforts for their Planning and Environment Studies as well as led outreach for their main initiatives such as their Strategic Long Range Plan and the Five Year Work Programs. She works with MDX’s Communications Department in preparing press releases and responses to media requests, and

in preparing their yearly communication plan, which includes devising media plans and communication strategies. Ms. Garcia also had oversight if the 6 year contract with the Florida Department of Transportation, which included public involvement for over 100 design projects. In addition she led the public information and community awareness efforts for the construction of the MIC Earlington Heights Connector for Miami- Dade County. Ms. Garcia has led the public outreach efforts with her team for the Miami-Dade Water and Sewer Department Pump Station Improvement Program as part of the USEPA Consent Decree over the last 20 years. This effort includes interagency coordination to assist in permitting and outreach to residential areas, industry, business and multiple municipalities.

Relevant Project ExperienceMiami-Dade County Water and Sewer Pump Station Improvement Program, Miami-Dade, FL - Director, Public Outreach. Ms. Garcia has led the public outreach efforts for the WASD Pump Station Improvement Program including 137 projects within 11 municipalities including Miami-Dade County. The projects include short term, high impact pump station and force main design and construction improvements mostly in residential areas and local roads. Projects are part of a federal mandated Consent Decree with

the United States Environmental Protection Agency. They include the preparation of Fact Sheets and construction updates to residents and Homeowners Associations, research and resolution of encroachments on WASD property and easements, recording of new easements, assistance in permitting, briefings to elected officials, municipal staff and private developers. During construction the public is informed ahead of time of construction activities and it also includes addressing concerns or other issues. Project Role: Director, Public Outreach.

Arch Creek Drainage Basin Outreach Methodology, Miami-Dade, FL - Ms. Garcia under contract with Miami-Dade County Department of Regulatory and Economic Resources Office of Resilience led the implementation of the outreach methodology where the residents and other interested parties of the Arch Creek Drainage Basin were surveyed on potential uses in future adaptation areas and flood resilient solutions. The project included the preparation of meeting notices and preparing and conducting a preference survey on alternatives for addressing sea level rise. A final report on the result and conclusions was submitted. Project Role: led the implementation of the outreach methodology.

Miami-Dade Expressway Authority (MDX) General Engineering Consultant, Miami-Dade County, FL

PIO SUPPORTTeresita C. Garcia


Education: Master in Urban Planning, University of Puerto Rico, 1979Master in Architecture, Tulane University, 1974

Bachelor of Architecture, Tulane University, 1974

Community Involvement: Greater Miami Chamber of Commerce, Board of Directors and Transportation Committee


- Public Involvement Director and Communications specialists as part of the General Engineering Consultant. Responsible for developing strategies and overseeing all public involvement and community awareness programs throughout the master planning and final design phases of MDX’s projects. This has included strategic and extensive community awareness campaigns to reach the impacted communities using workshops, briefings to elected officials , open houses, community meetings, public hearings, speaker’s bureaus, fact sheets, newsletters, managing information through agency’s website, preparing PowerPoint presentations and developing ad campaigns for certain initiatives. Ms. Garcia has also served as the agency spokesperson and principal media contact. Project Role: Public Involvement Director and Communications Specialist.

FDOT District 6, Public Involvement Districtwide Contract, Miami and the Keys, FL - Project Principal. As Principal in Charge Ms. Garcia had oversight of 8 public involvement specialists charged with providing outreach services in relation to approximately 130 planning and design projects for FDOT. Projects varied from expressway projects to mostly state and local roads improvements. Tasks included preparation of Fact Sheets, presentations, and scheduling and conducting public meetings, and business canvassing. Ms. Garcia led strategic efforts after recent changes in legislation for Community Outreach related to Improvements to the historically- designated 57th Avenue Corridor from US 1 Road to SW 8th Street. BA successfully delivered public involvement programs for over 100 design projects for FDOT, District Six. Project Role: Project Principal.

MDX SR 836 Southwest Extension/Kendall Parkway Project Development and Environment Study (PD&E), Miami-Dade, FL - Led public involvement efforts through the PD&E which included the preparation and implementation of a Public Involvement Plan for the evaluation of a new multimodal corridor through the West Kendall area. This project included

the establishment of a close working relationship with all district elected officials, the creation of a Citizens Advisory Committee, coordination with federal, state and local agencies, multiple community presentations and a Public Hearing. Project Role: Led public involvement efforts.

Open Road Tolling, Miami-Dade, FL - MDX is seeking the implementation of all electronic Open Road Tolling for its five expressway systems within Miami-Dade County. This is the first time that any toll agency is retrofitting an existing toll collection system into an all electronic collection system and simultaneously providing for a more fair system of collecting tolls based on the distance the customer drives. Public outreach activities are based and built on research, surveys, focus groups, input from elected officials, coordination with other local, national and international agencies and feedback from the general public. A multi-phase, multi-year Community Outreach Plan has been prepared and built upon in order to address a very challenging implementation from a public perspective. The preparatory phases have included Key Opinion Leaders Surveys, one-on-one briefings with elected officials and presentations to governmental, civic and grassroots groups. Open Road Tolling will be implemented on a corridor-by-corridor basis. Each corridor receives unique attention and a strategic plan to fit the needs and the community profile of the customers using the MDX system. Project Role: Community Involvement & Outreach.

MDX Long Range Master Transportation Plan (2025 and 2035 Update) - Every five years MDX updates their Long Range Transportation Plan and identifies new projects through a visioning process with its Board of Directors, transportation partners and the public. This update included the use of a new innovative preference survey technology (Turning Point) with the Board Members to gather and present live results of priorities for all presented projects. Initial tasks included working with the technical planning team on a needs assessment of transportation needs in Miami-Dade

County and the identification on potential projects where MDX could be a catalyst in providing mobility to the region. Public outreach consists of providing public involvement and information through the concept planning phase including interagency coordination and outreach to stakeholders in the area. Project Role: Community Involvement & Outreach.

MDX SR 874 State Environmental Report (SEIR) and Final Design - Led public involvement efforts through the SEIR which included the preparation and implementation of a Public Involvement Plan for the proposed improvements to SR 874. The SEIR is an environmental impact study that evaluates alternatives for corridor improvements and identifies mitigating measures where necessary as well as suggests specific projects and alignments. This project included the establishment of a close working relationship with all district elected officials, the creation of a Citizens Advisory Committee, multiple community presentations and two Public Hearings. As the lead Public Information Officer during the final design phase for both projects now under construction, a process was designed to obtain community confirmation for noise walls following state guidelines with meetings, surveys and the preparation and execution of noise wall agreements in coordination with MDX’s legal counsel. Project Role: Community Involvement & Outreach.

MDX Project Development and Environment Studies (PD&E) - Ms. Garcia oversees or leads the public involvement programs for the following PD&E’s, making sure that project activities are in compliance with all federal and state public involvement guidelines and assists with the public affairs programs for the projects. These studies include:

• SR 924/Gratigny Extension West to the Turnpike Project Development & Environment Study (PD&E)

• SR 874/Don Shula Ramp Connector to SW 128 St. State Environmental Impact Report (completed).

Project Role: Community Involvement & Outreach.

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

TRUTH IN NEGOTIATION CERTIFICATION 375-030-30

PROCUREMENT 05/14

Pursuant to Section 287.055(5)(a), Florida Statutes, for any lump-sum or cost-plus-a-fixed fee professional services contract over the threshold amount provided in Section 287.017, Florida Statutes for CATEGORY FOUR, the Department of Transportation (Department) requires the Consultant to execute this certificate and include it with the submittal of the Technical Proposal, or as prescribed in the contract advertisement.

The Consultant hereby certifies, covenants, and warrants that wage rates and other factual unit costs supporting the compensation for this project’s agreement are accurate, complete, and current at the time of contracting.

The Consultant further agrees that the original agreement price and any additions thereto shall be adjusted to exclude any significant sums by which the Department determines the agreement price was increased due to inaccurate, incomplete, or noncurrent wage rates and other factual unit costs. All such agreement adjustments shall be made within (1) year following the end of the contract. For purposes of this certificate, the end of the agreement shall be deemed to be the date of final billing or acceptance of the work by the Department, whichever is later.

BCC Engineering, LLC Name of Consultant

By: 12/7/2020 Date


PROFESSIONAL SERVICES COMMITMENT FORM 375-030-83

PROCUREMENT 02/20

Submit this form as required in the Request for Proposal or alternatively, at the time of Expanded Letter of Response is due:

Contract/Advertisement No.: 21663 Prime Consultant: BCC Engineering, LLC

Project Description: Pedestrian Bridge over SR 90/SW 8th Street and C-4 Canal Expected percentage of contract fees to be utilized by DBE(s): 10.5 %. (Combine DBE Prime and DBE subconsultants, if applicable).

Expected percentage of contract fees to be utilized by Non-DBE Small Businesses 8 %. (Combine Non-DBE Small Business Prime and Non-DBE Small Business subconsultants, if applicable). The proposed Prime and subconsultants/subvendors’ work is as follows:

Prime Type of Work

(List each type of work separately, only one type of work per line)

% of overall contract amount

DBE Small

Business

Non DBE/ Non

Small Business

BCC Engineering, LLC 3.2 25 4.1.1 2

6.3.1 2.25

7.1 1

7.2 2

7.3 0.75

Choose an item.

Choose an item.

Subconsultant/Subvendor Type of Work



DBE Small

Business

Non DBE/ Non

Small Business

Janssen & Spaans Engineering, Inc. 4.3.1 0

Janssen & Spaans Engineering, Inc. 4.3.2 23

Bermello Ajamil & Partners, Inc. 14.0 21.5

Miller Legg & Associates, Inc. 15.0 8

Universal Engineering Sciences, LLC 9.1 0.75

Universal Engineering Sciences, LLC 9.4.1 1.25

Horton Lees Brogden Lighting Design, Inc. Choose an item. 8

Manuel G. Vera and Associates, Inc. 8.2 2

Fraga Engineers, LLC Choose an item. 0.5

New Millennium Engineering, Inc. Choose an item. 0.5

RWDI USA, LLC Choose an item. 1.5

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PROFESSIONAL SERVICES COMMITMENT FORM 375-030-83

PROCUREMENT 02/20

Subconsultant/Subvendor Type of Work



DBE Small

Business

Non DBE/ Non

Small Business

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Total percent for Prime and Subs committed: (Note to Consultants: should be 100% when submitted to FDOT) 100

Total percent for Prime and Subs remaining to be committed: (Note to Consultants: should be 0% when submitted to FDOT) 0

The percentage column must total 100% for Prime and all subs. Please note, the number one ranked firm is required to enter DBE Participation in the Equal Opportunity Compliance (EOC) System subsequent to contract award and any future contract amendments or task work orders (if applicable). DBE status for all firms can be verified by using the DBE Directory: https://fdotxwp02.dot.state.fl.us/EqualOpportunityOfficeBusinessDirectory/CustomSearch.aspx

Small Business status for Non-Professional Services firms can be found here: https://fdotewp1.dot.state.fl.us/sasweb/cgi-bin/broker.exe?_service=default&_program=inetprog.db2.sbusfrm.scl

Small Business status for Professional Services firms is located here: https://www.fdot.gov/procurement/InternetReports.shtm#qual By: Ariel Millan, PE Title: Executive Vice President Date: 12/7/2020


CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION-

LOWER TIER COVERED TRANSACTIONS FOR FEDERAL AID CONTRACTS

(Compliance with 2 CFR Parts 180 and 1200)

375-030-32 PROCUREMENT

11/15

It is certified that neither the below identified firm nor its principals are presently suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any federal department or agency.

Title:

Instructions for Certification

Instructions for Certification - Lower Tier Participants: (Applicable to all subcontracts, purchase orders and other lower tier transactions requiring prior FHWA approval or estimated to cost $25,000 or more - 2 CFR Parts 180 and 1200) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below.

b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction wasentered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, inaddition to other remedies available to the Federal Government, the department, or agency with which this transaction originatedmay pursue available remedies, including suspension and/or debarment.

c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted ifat any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances.

d. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarilyexcluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. You may contact the person to which this proposalis submitted for assistance in obtaining a copy of those regulations. “First Tier Covered Transactions” refers to any coveredtransaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or general contract). “LowerTier Covered Transactions” refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts).“First Tier Participant” refers to the participant who has entered into a covered transaction with a grantee or subgrantee ofFederal funds (such as the prime or general contractor). “Lower Tier Participant” refers any participant who has entered into acovered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers).

e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction beentered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended,declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department oragency with which this transaction originated.

f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled"Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction," withoutmodification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the$25,000 threshold.

g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier coveredtransaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows thatthe certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, orotherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of anylower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website(https://www.epls.gov/), which is compiled by the General Services Administration.

h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render ingood faith the certification required by this clause. The knowledge and information of participant is not required to exceed thatwhich is normally possessed by a prudent person in the ordinary course of business dealings.

i. Except for transactions authorized under paragraph e of these instructions, if a participant in a covered transaction knowinglyenters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded fromparticipation in this transaction, in addition to other remedies available to the Federal Government, the department or agencywith which this transaction originated may pursue available remedies, including suspension and/or debarment.

BCC Engineering, LLCName of Consultant/Contractor:

By: Ariel Millan, PE

Date: December 7, 2020

Executive Vice President


10/01

CERTIFICATION FOR DISCLOSURE OF LOBBYING ACTIVITIES ON FEDERAL-AID CONTRACTS

(Compliance with 49CFR, Section 20.100 (b))

The prospective participant certifies, by signing this certification, that to the best of his or her knowledge and belief:

(1) No federal appropriated funds have been paid or will be paid, by or on behalf of theundersigned, to any person for influencing or attempting to influence an officer oremployee of any federal agency, a Member of Congress, an officer of employee ofCongress, or an employee of a Member of Congress in connection with the awarding ofany federal contract, the making of any federal grant, the making of any federal loan,the entering into of any cooperative agreement, and the extension, continuation,renewal, amendment, or modification of any federal contract, grant, loan, or cooperativeagreement.

(2) If any funds other than federal appropriated funds have been paid or will be paid toany person for influencing or attempting to influence an officer or employee of anyfederal agency, a Member of Congress, an officer or employee of Congress, or anemployee of a Member of Congress in connection with this federal contract, grant, loan,or cooperative agreement, the undersigned shall complete and submit StandardForm-LLL, "Disclosure of Lobbying Activities", in accordance with its instructions.(Standard Form-LLL can be obtained from the Florida Department of Transportation'sProfessional Services Administrator or Procurement Office.)

This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

The prospective participant also agrees by submitting his or her proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly.

Name of Consultant:

By: Date: _________________ Authorized Signature

Title:___________________________

BCC Engineering, LLC

Ariel Millan, PE

Executive Vice President

12/1/2020


DISCLOSURE OF LOBBYING ACTIVITIES 375-030-34

PROCUREMENT 02/16

Is this form applicable to your firm?

If no, then please complete section 4 below for “Prime”

YES NO

1. Type of Federal Action:a. contractb. grantc. cooperative agreementd. loane. loan guaranteef. loan insurance

2. Status of Federal Action:a. bid/offer/applicationb. initial awardc. post-award

3. Report Type:a. initial filingb. material change

For Material Change Only: Year: Quarter: Date of last report: (mm/dd/yyyy)

4. Name and Address of Reporting Entity: Prime Subawardee

Tier , if known: BCC Engineering, LLC 6401 SW 87th Avenue, Suite 200 Miami, FL 33173

Congressional District, if known: 4c

5. If Reporting Entity in No. 4 is a Subawardee, Enter Name andAddress of Prime:

Congressional District, if known: 6. Federal Department/Agency: 7. Federal Program Name/Description:

CFDA Number, if applicable:

8. Federal Action Number, if known: 9. Award Amount, if known:

$

10. a. Name and Address of Lobbying Registrant(if individual, last name, first name, MI):

b. Individuals Performing Services (including address ifdifferent from No. 10a)(last name, first name, MI):

11. Information requested through this form is authorized by title 31U.S.C. section 1352. This disclosure of lobbying activities is amaterial representation of fact upon which reliance was placedby the tier above when this transaction was made or enteredinto. This disclosure is required pursuant to 31 U.S.C. 1352.This information will be available for public inspection. Anyperson who fails to file the required disclosure shall be subjectto a civil penalty of not less than $10,000 and not more than$100,000 for each such failure.

Signature: ____________________________________________

Print Name: Ariel Millan, PE

Title: Executive Vice President

Telephone No.: (305) 670-2350 Date (mm/dd/yyyy): 12/07/2020

Federal Use Only: Authorized for Local Reproduction Standard Form LLL (Rev. 7-97)


04/14 Page 2 of 2

INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES This disclosure form shall be completed by the reporting entity, whether subawardee or prime Federal recipient, at the initiation or receipt of a covered Federal action, or a material change to a previous filing, pursuant to title 31 U.S.C. section 1352. The filing of a form is required for each payment or agreement to make payment to any lobbying entity for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with a covered Federal action. Complete all items that apply for both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional information.

1. Identify the type of covered Federal action for which lobbying activity is and/or has been secured to influence theoutcome of a covered Federal action.

2. Identify the status of the covered Federal action.

3. Identify the appropriate classification of this report. If this is a followup report caused by a material change to theinformation previously reported, enter the year and quarter in which the change occurred. Enter the date of the lastpreviously submitted report by this reporting entity for this covered Federal action.

4. Enter the fullname, address, city, State and zip code of the reporting entity. Include Congressional District, ifknown. Check the appropriate classification of the reporting entity that designates if it is, or expects to be, a primeor subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the 1st tier.Subawards include but are not limited to subcontracts, subgrants and contract awards under grants.

5. If the organization filing the report in item 4 checks "Subawardee," then enter the full name, address, city, Stateand zip code of the prime Federal recipient. Include Congressional District, if known.

6. Enter the name of the Federal agency making the award or loan commitment. Include at least one organizationallevel below agency name, if known. For example, Department of Transportation, United States Coast Guard.

7. Enter the Federal program name or description for the covered Federal action (item 1). If known, enter the fullCatalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agreements, loans, and loancommitments.

8. Enter the most appropriate Federal identifying number available for the Federal action identified in item 1 (e.g.,Request for Proposal (RFP) number; Invitation for Bid (IFB) number; grant announcement number; the contract,grant, or loan award number; the application/proposal control number assigned by the Federal agency). Includeprefixes, e.g., "RFP-DE-90-001."

9. For a covered Federal action where there has been an award or loan commitment by the Federal agency, enterthe Federal amount of the award/loan commitment for the prime entity identified in item 4 or 5.

10. (a) Enter the full name, address, city, State and zip code of the lobbying registrant under the LobbyingDisclosure Act of 1995 engaged by the reporting entity identified in item 4 to influence the covered Federal action.

(b) Enter the full names of the individual(s) performing services, and include full address if different from 10 (a).Enter Last Name, First Name, and Middle Initial (MI).

11. The certifying official shall sign and date the form, print his/her name, title, and telephone number.

According to the Paperwork Reduction Act, as amended, no persons are required to respond to a collection of information unless it displays a valid OMB Control Number. The valid OMB control number for this information collection is OMB No. 0348-0046. Public reporting burden for this collection of information is estimated to average 10 minutes per response, including time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project (0348-0046), Washington, DC 20503.


EXEMPT DOCUMENTS / SECURITY SYSTEM PLAN DISTRIBUTION FORM

050-020-26 STATE HIGHWAY ENGINEER

02/13 Page 1 of 2

Exempt Documents being requested or received are included in those exempt from public disclosure as provided by Section 119.071(3)(b), Florida Statutes (Attached). Security System Plans being requested are confidential and exempt as provided by Section 119.071(3)(a), Florida Statutes (Attached). The Exempt Documents relate to work being performed for or required by the Florida Department of Transportation, or work related to the Department's structures. The following information is being provided as a record of this request or receipt, and distribution of the Exempt Documents or Security System Plans.

Completion of this form and a signature is required before information will be released (* Indicates Required to Obtain Security System Plans):

A. Entity Requesting/Receiving Documents: (Check All That Apply and Provide Full Name of Entity.)

State Agency*:

Federal Agency*:

Governmental:

Architect:

Engineer: BCC Engineering, LLC

Contractor:

Other:

B. Entity Name: BCC Engineering, LLC___________________________________________________________________________

Address: 6401 SW 87th Avenue, Suite 200, Miami, FL 33173

Phone: (305) 670-2350

C. Exempt Documents / Security Systems Plans requested or provided: (Be specific on what is requested or to be provided, and includedescription, project numbers, FIN, contract numbers, etc.)All plans related to contract No. 21663 - FMN: 447046-1-32-01 - Pedestrian Bridge over SR 90/SW 8th Street and C-4 Canal from the FIU Campus tothe City of Sweetwater, West of SW 109th Avenue

D. Reason for Request/Intended Use: Response to RFP

E. RECIPIENT CERTIFICATION: I, personally, and/or as representative of the above entity, fully understand (check the applicable certification block)the exempt nature of the Exempt Documents I am receiving and agree to maintain the exempt status of this information in accordance with Florida law. the confidential and exempt nature of the Security System Plans I am receiving and agree to maintain the confidential and exempt status of these Security System Plans in accordance with Florida law.

F. Name of person receiving Exempt Documents / Security Plans: (Printed): Kathy Lajo, PE

Signature: Date: 12/7/2020 Email: [email protected]

G. Driver license or photo identification number of recipient:(Recipient must provide verification of employment with the above entity and verify identity with photo ID)

H. FDOT Employee or Other Individual Providing Exempt Documents or Security Plans:

FDOT Office: FDOT District 6 Employee Name:

Other Individual Name:

Name and Office Address of Employer:

I. Exempt Documents / Security Systems Plans provided if different than requested: (Be specific on what is provided, and include description,project numbers, FIN, contract numbers, etc.)

J. Signature of Person Authorizing Distribution: Date:

Provider’s Signature (if different than person authorizing distribution):

K. Method of delivery: Pick-up by requestor other (specify other method of delivery)

Date Provided:

L200-500-74-585-1

KHerrera

KathyLajo


EXEMPT DOCUMENTS / SECURITY SYSTEM PLAN DISTRIBUTION FORM

050-020-26 STATE HIGHWAY ENGINEER

02/13 Page 2 of 2

EXEMPT DOCUMENTS - Section 119.071(3)(b), Florida Statutes, provides: Building plans, blueprints, schematic drawings, and diagrams, including draft, preliminary, and final formats, which depict the internal layout and structural elements of a building, arena, stadium, water treatment facility, or other structure owned or operated by an agency are exempt from s. 119.07(1) and s.24(a), Art. I of the State Constitution. This exemption applies to building plans, blueprints, schematic drawings, and diagrams, including draft, preliminary, and final formats, which depict the internal layout and structural elements of a building, arena, stadium, water treatment facility, or other structure owned or operated by an agency before, on, or after the effective date of this act. Information made exempt by this paragraph may be disclosed to another governmental entity if disclosure is necessary for the receiving entity to perform its duties and responsibilities; to a licensed architect, engineer, or contractor who is performing work on or related to the building, arena, stadium, water treatment facility, or other structure owned or operated by an agency; or upon a showing of good cause before a court of competent jurisdiction. The entities or persons receiving such information shall maintain the exempt status of the information. SECURITY SYSTEM PLAN - Section 119.071(3)(a), Florida Statutes, provides: As used in this paragraph, the term “security system plan” includes all Records, information, photographs, audio and visual presentations, schematic diagrams, surveys, recommendations, or consultations or portions thereof relating directly to the physical security of the facility or revealing security systems; Threat assessments conducted by any agency or any private entity; Threat response plans; Emergency evacuation plans; Sheltering arrangements; or Manuals for security personnel, emergency equipment, or security training. A security system plan or portion thereof for: Any property owned by or leased to the state or any of its political subdivisions; or Any privately owned or leased property held by an agency is confidential and exempt from s. 119.07(1) and s. 24(a), Art. I of the State Constitution. This exemption is remedial in nature and it is the intent of the Legislature that this exemption apply to security system plans held by an agency before, on, or after the effective date of this paragraph. Information made confidential and exempt by this paragraph may be disclosed by the custodian of public records to The property owner or leaseholder; or Another state or federal agency to prevent, detect, guard against, respond to, investigate, or manage the consequences of any attempted or actual act of terrorism, or to prosecute those persons who are responsible for such attempts or acts.

KHerrera

Stamp

Florida Statutes: 287.135


VENDOR CERTIFICATION REGARDING SCRUTINIZED COMPANIES LISTS


OGC – 06/18

Respondent Vendor Name: BCC Engineering, LLC

Vendor FEIN: 65-0540100

Vendor’s Authorized Representative Name and Title: Ariel Millan, PE - Executive Vice President

Address: 6401 SW 87th Avenue, Suite 200

City: Miami State: Florida Zip: 33173

Phone Number: (305) 670-2350

Email Address: [email protected]

Section 287.135, Florida Statutes prohibits a company from bidding on, submitting a proposal for, or entering into or renewing a contract for goods or services of any amount if, at the time of contracting or renewal, the company is on the Scrutinized Companies that Boycott Israel List, created pursuant to Section 215.4725, Florida Statutes, or is engaged in a boycott of Israel. Section 287.135, Florida Statutes, also prohibits a company from bidding on, submitting a proposal for, or entering into or renewing a contract for goods or services of $1,000,000 or more, that are on either the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector Lists which were created pursuant to s. 215.473, Florida Statutes.

As the person authorized to sign on behalf of Respondent, I hereby certify that the company identified above in the section entitled “Respondent Vendor Name” is not listed on either the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or the Scrutinized Companies that Boycott Israel List. I further certify that the company is not engaged in a boycott of Israel. I understand that pursuant to section 287.135, Florida Statutes, the submission of a false certification may subject company to civil penalties, attorney’s fees, and/or costs.

Certified By: BCC Engineering, LLC

who is authorized to sign on behalf of the above referenced company.

Authorized Signature Print Name and Title: Ariel Millan, PE - Executive Vice President

Date: 12/7/2020

INSR ADDL SUBRLTR INSR WVD

DATE (MM/DD/YYYY)

PRODUCER CONTACTNAME:

FAXPHONE(A/C, No):(A/C, No, Ext):

E-MAILADDRESS:

INSURER A :

INSURED INSURER B :

INSURER C :

INSURER D :

INSURER E :

INSURER F :

POLICY NUMBERPOLICY EFF POLICY EXP

TYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY)

COMMERCIAL GENERAL LIABILITY

AUTOMOBILE LIABILITY

UMBRELLA LIAB

EXCESS LIAB

WORKERS COMPENSATIONAND EMPLOYERS' LIABILITY

DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)

AUTHORIZED REPRESENTATIVE

INSURER(S) AFFORDING COVERAGE NAIC #

Y / N

N / A(Mandatory in NH)

ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED?

EACH OCCURRENCE $DAMAGE TO RENTED

$PREMISES (Ea occurrence)CLAIMS-MADE OCCUR

MED EXP (Any one person) $

PERSONAL & ADV INJURY $

GENERAL AGGREGATE $GEN'L AGGREGATE LIMIT APPLIES PER:

PRODUCTS - COMP/OP AGG $

$

PRO-

OTHER:

LOCJECT

COMBINED SINGLE LIMIT$(Ea accident)

BODILY INJURY (Per person) $ANY AUTOOWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS

AUTOS ONLYHIRED PROPERTY DAMAGE $

AUTOS ONLY (Per accident)

$

OCCUR EACH OCCURRENCE $

CLAIMS-MADE AGGREGATE $

DED RETENTION $ $PER OTH-STATUTE ER

E.L. EACH ACCIDENT $

E.L. DISEASE - EA EMPLOYEE $If yes, describe under

E.L. DISEASE - POLICY LIMIT $DESCRIPTION OF OPERATIONS below

POLICY

NON-OWNED

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORETHE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED INACCORDANCE WITH THE POLICY PROVISIONS.

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIODINDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THISCERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THISCERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIESBELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZEDREPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement onthis certificate does not confer any rights to the certificate holder in lieu of such endorsement(s).

COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:

CERTIFICATE HOLDER CANCELLATION

© 1988-2015 ACORD CORPORATION. All rights reserved.

The ACORD name and logo are registered marks of ACORDACORD 25 (2016/03)

ACORDTM CERTIFICATE OF LIABILITY INSURANCE

Travelers Indemnity Company of America

Travelers Prop Casualty Co of America

The Phoenix Insurance Company

Berkley Insurance Company

8/17/2020

Greyling Ins. Brokerage/EPIC3780 Mansell Road, Suite 370Alpharetta, GA 30022

Carly Underwood770.670.5324 866.550.4082

[email protected]

BCC Engineering, LLC6401 SW 87th Avenue, Suite 200Miami, FL 33173

25666256742562332603

20-21

A X

X X

680002R538648 08/14/2020 08/14/2021 1,000,0001,000,0005,0001,000,0002,000,0002,000,000

B XX

X

X 10,000

CUP009E570120 08/14/2020 08/14/2021 5,000,0005,000,000

C

N

UB002R509597 08/14/2020 08/14/2021 X1,000,000

1,000,0001,000,000

D ProfessionalLiability incl.Pollution Liab.

AEC904088600 07/29/2020 08/14/2021 Per Claim $2,000,000Aggregate $2,000,000

For Proposal Purposes

1 of 1#S2349192/M2349071

BCCENGINClient#: 97058

CUND1

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