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Home My WebLink AboutCES Consultants, Inc.RFQ NO. 18-11-01 GOLDEN SHORES PUMP STATIONCONTINUING ENGINEERING SERVICES FOR City of SUNNY ISLES beachSUBMITTED TO City Clerk, Sunny Isles Beach Government Center • 18070 Collins Avenue, 4th Floor • Sunny Isles Beach, FL 33160 REHABILITATION (CCNA) SUBMITTED BY T i t l e P a g e Title Page 1CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 PAGE TITLE CONSULTING ENGINEERING SERVICES FOR GOLDEN SHORES PUMP STATION REHABILITATION (CCNA) CITY OF SUNNY ISLES BEACH RFQ # 18-11-01 DECEMBER 10, 2018 CES CONSULTANTS, INC. 3150 SW 38TH AVENUE, SUITE 450 MIAMI, FLORIDA 33146 (305) 827-2220 CONTACT PERSON: RUDY M. ORTIZ, PE, CGC RORTIZ@CESCONSULT.COM (954) 613-4353 PROJECT MANAGER: JOSE CARABALLO, PE T a b l e o f C o n t e n t s TABLE OF CONTENTS 2CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CONTENTSTABLE OF Tittle page »Tittle Page............................................................................................................1 Table of contents »Table of contents ................................................................................................2 Cover letter & execurive summary »Cover Letter & Executive....................................................................................6 project approach & understanding »Project Approach & Understanding...................................................................7 Qualification information & assigned personnel » SF330.................................................................................................................24 »Certifications.....................................................................................................69 »Org Chart............................................................................................................70 »MBE.....................................................................................................................71 »Project of similar size........................................................................................72 references & similar work completed »References & Similar Work Completed...........................................................73 Corporate Standing and Authorized Signatory »Corporate Standing and Authorized Signatoryel............................................81 Variations/Exceptions »Variations/Exceptions........................................................................................83 Litigation Statement »Litigation Statement..........................................................................................84 Forms and Attachments »Forms and Attachments ...................................................................................85 C o v e r L e t t e r & E x e c u t i v e S u m m a r y Cover Letter & Executive Summary 3CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 City Clerk Sunny Isles Beach Government Center 18070 Collins Avenue, 4th Floor Sunny Isles Beach, Florida 33160 Subject: RFQ No. 18-11-01 // Consulting Engineering Services for Golden Shores Pump Station Rehabilitation (CCNA) Dear Selection Committee Members: The City of Sunny Isles Beach Golden Shores Pump Station represents a comprehensively defined Flood Mitigation Project that has significantly evolved as a result of advanced City leadership coupled by a sobering climatic impact awareness and an unflinching execution strategy to deliver the necessary infrastructure that will sustain the vitality of this already vibrant community as well as the entire City of Sunny Isles Beach. This multi-faceted project is a testament of the City’s continued commitment to improve and sustain the quality of life for the local Sunny Isles Beach Community while spearheading practical advancements in Flood Control applications. A local team that delivers. This project requires a design team that can face head-on the challenges associated to a project of this caliber. A group of experienced local coastal professionals that have worked collaboratively in the past and as such can forge their unique talents to deliver this project in a way that exceeds Sunny Isles Beach’s expectations. A team that brings to the table a unique combination of historical knowledge in the planning, permitting, design, risk management, and construction delivery of projects and that understand how to execute critical timelines of design in the backdrop of residents and businesses who have a passionate commitment to a more beautiful and livable Sunny Isles Beach. A Design team that can properly coordinate design with construction logistics with the commitments and timelines of fringing development projects in the area and with a demonstrated track record of delivering designed projects in highly complex, highly frequented urban environments under highly demanding timelines. That is the CES Design Team,. The CES Design Team will be led by Fernando A. Vazquez, PE. Fernando has extensive experience in the planning, design and delivery of large water sewer, and storm-water infrastructure projects for major water utilities. As the former City Engineer and Director of Capital Improvements for the City of Miami Beach, Fernando brings a unique set of multi-level management skills to the City that covers a wide and diverse portfolio of Neighborhood Improvement Projects with large size Pump Stations, including the first neighborhood projects to consider significant vertical modification to mitigate tidal-influenced flooding Our qualification submittal provides the material requested by your RFQ and establishes that our team meets and exceeds the minimum requirements that you have established. We thank you for considering the CES Design Team for this important project and look forward to your positive response and the opportunity to work with the City of Sunny Isles Beach. Sincerely, CES CONSULTANTS, INC. Rudy M. Ortiz, PE CGC CEO 4CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 Executive Summary The Golden Shores neighborhood at the north end of the City of Sunny Isles Beach is a single-family neighborhood that has experienced repeated flooding events resulting from seasonal tides, storm events or both. The neighborhood most recently experienced flooding due to Hurricane Irma, as well as from seasonal rainfall months following the hurricane. The City has been looking at a complete rehabilitation of its pumping efficiency to significantly improve the evacuation of water during these existing flood conditions and as such maintain the level of service for its residents. This project requires a local engineering team that can face head-on the challenges associated to a project of this caliber. A group of experienced local professionals that have worked collaboratively in previous coastal utility projects and that can forge their unique talents to deliver this project in a way that exceeds the City Sunny Isles Beach’s’ expectations. A team that brings to the table a unique combination of technical and historical knowledge in the rehabilitation of pump stations, by having conducted analysis and condition assessments as well as performance evaluations in the planning, permitting, design, risk management, and construction administration of sustainable infrastructure projects. A Team of outstanding professionals that understands how to execute critical timelines of design and construction in the backdrop of a significant public and economic setting where residents and business owners have a passionate commitment to a more beautiful and livable Sunny Isles community. An Engineering Team with a demonstrated track record of delivering high caliber hydraulic engineering projects in highly complex, highly frequented urban environments with multiple stakeholders such as Sunny Isles Beach. This is the CES Team. Selecting the CES Team will provide Sunny Isles Beach with these key benefits - all of which are critical success factors: »Extensive Similar Experience in Pump Station Design in South Florida since the early 1990’s »Extensive Project Management for large conveyance and pumping projects, all of which will assure the City that the Golden Shore Pump Station is efficiently designed to meet the everyday needs as well as the peak flows and future SLR impacts such as storm surges and recurrent flooding. »A focus on long term and daily operations of the pump station that will be driven by our team’s gathered knowledge of your system and the Engineering and O&M staff that will review every design. »Built in coordination with ongoing infrastructure programs and in consideration of future growth and resiliency initiatives. »Similar work completed on a greater number of projects than required »Work within congested urban conditions and roadways »Complex project permitting with multiple regulatory and planning agencies including but not limited to DERM, SFWMD, DEP, ACOE, FDOT, Miami Dade County, Building Department, Fire Marshall to name a few. »Proven Public Participation program execution »Maintenance of traffic planning in similar urban conditions In our Proposal, we provide detailed information demonstrating the depth and breadth of our project team. Resumes are included for all our key staff and they will provide you confidence in the capability of our individual team members. Our Table of Organization demonstrates how we will organize the team as well as sub teams in order to provide the full gamut of professional support to conduct a full breath analysis and condition assessment and meet every committed deadline. The support resources and quality control functions are organized to make sure our designs meet quality standards of care and your specific design direction. We have provided many examples of directly related experience, demonstrating the strength of the CES Team, and our preparedness to perform design work for the City of Sunny Isles. Beyond the qualifications of a superior team, we offer the City of Sunny Isles the commitment of an energized and fully dedicated team that has the ample resources and is already thinking about how we can serve you and how we can accelerate progress for your benefit. We commit our experience, energy, and enthusiasm to the success of the City of Sunny Isles Beach, by fully addressing the public purpose through the delivery of superior infrastructure and improving the level of service and the quality of life of the residents of the Golden Shores Community. This section outlines our firm’s capability to conduct all the necessary work for the project, from both the management and the technical perspective. You will see that we are prepared to dedicate 100% of our staff and all the necessary resources to meet the required timelines. We have also identified all the key issues and how we will address them. By providing a management team supported by highly experienced design/permitting teams and giving that team a framework established by our knowledge of your ongoing programs, we have already taken the key steps towards success. Our team believes in getting to a quick start. As such, we are prepared to hit the ground running by conducting an initial benchmark analysis and design memorandum to begin developing a baseline report. In this initial document, we will have analyzed the system needs and developed a preliminary concept for the pumping system design to meet those needs. This initial deliverable will be preliminary in nature and will require interaction with your planning/engineering/operations staff to confirm all the conditions of operation. Based on our preliminary analysis, we will begin developing our initial concept for the pumping station design. The idea of this preliminary study is to provide enough information to support an initial meeting with your staff that would accelerate our progress on this task by at least a month. We believe that 5CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 this initial assessment will not only save the project time and money, but it will also ensure that the respective stakeholder agencies are given the opportunity for early input that will help define the respective benchmarks to streamline the development. We will demonstrate our qualifications and ability to deliver the requested services. In addition to our technical expertise, the CES Team is well qualified to address the many design elements in a pump station project. From selecting the right pumps, utilizing Building Information Modeling (BIM) and 3D modeling, addressing hydraulic issues, aesthetics, permitting and sea level rise, each of these topics and many more are addressed in the following sections. CES works extensively with BIM - Intelligent model-based process. Which provides insight to help to easily capture and analyze design concepts; create and communicate design intent and understand performance and cost of infrastructure alternatives) P r o j e c t A p p r o a c h & U n d e r s t a n d i n g Project Approach & Understanding 6CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 APPROACHPROJECT UNDERSTANDING & The Golden Shores neighborhood at the north end of the City of Sunny Isles Beach is a single-family neighborhood that has experienced repeated flooding events resulting from seasonal tides, storm events or both. The neighborhood most recently experienced flooding due to Hurricane Irma, as well as from seasonal rainfall months following the hurricane. The City has been looking at a comple1te rehabilitation of its pumping efficiency to significantly improve the evacuation of water during these existing flood conditions and as such maintain the level of service for its residents. We understand the Golden Shores Pump Station is the pump station that serves the Golden Shores Neighborhood. We also understand from this RFQ, that the City has limited information on the efficiency and capacity of this pump station, as specific technical information related to the Pump Station and City Drainage Atlas were not included as part of this RFQ. The City is looking for a qualified consultant to provide the required professional services for rehabilitation of the Golden Shores pump station through analysis of condition assessments and performance evaluations. By way of background and research of past records, our team has learned that the Golden Shores Pump Station was a significant element transferred to Sunny Isles Beach as part of the original stormwater Interlocal agreement with Miami Dade County. We also understand that the pump station encompasses a dual disposal system that includes a combination of gravity discharge via an outfall into Biscayne Bay and surficial vertical discharge via pressurized wells. We derive this primarily from our review of past maintenance efforts conducted by the City, which leads us to derive that during its lifetime the pump station has gone through considerable rehabilitation resulting from operational inefficiencies. Historic records point out that the city conducted repairs on the well flap valves worn out by well up-flow as well as discreet lining repairs of the well and associated conveyance elements. The City also conducted one major overhaul of the Pump Station that was completed in 2003 along with a drainage system retrofit within the Golden Shores Neighborhood. We understand that according to a request made by the City of Sunny Isles Beach to the Florida Senate, the City of Sunny Isles Beach will also like to redirect part of the flows from the outfall to deep injector wells. This will be performed by re- establishing the existing wells. Finally, the City will like to have the ability to monitor and operate the pump station remotely utilizing a Remote Terminal Unit (RTU). Based on the information stated above, we can deduce that although the Pump Station remains fully operational to meet adequate levels of service, its hydraulic functionality would need to be evaluated in the backdrop of a whole new set of parameters, including but not limited to land use, updated stormwater regulatory criteria, increased flooding events, groundwater rise, brackish water intrusion, etc. There is also a whole slew of potential environmental stressors that could impact the pump station’s functionality and would need to be considered when establishing a proper benchmark. CES has a deep bench of professional engineers. There is a sizable opportunity to build resiliency by delivering sustainable infrastructure while mitigating impacts to the current 7CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 urbanized and livable conditions of Sunny Isles. We will evaluate the capacity of the recently constructed pump stations and water quality structures to verify control water elevation and discharge criteria upstream of the project site. Once those parameters are established, we will work closely with the City and with community to provide cost efficient solutions to develop an accurate assessment of the Pump Station. CES Team Experience Portfolio & Project Organization Chart The CES Team brings experienced and knowledgeable professionals and highly qualified firms for implementation of the Golden Shores Pump Station Rehabilitation, “a ready-to-go” team. The depth of this professional capability is founded on our experience in designing pumps stations for various clients including SFWMD. WASD, and Miami Beach to name a few. Our experience includes the SFWMD Compartment C development, the original WASD Pump Station Improvement Program (PSIP), the current WASD PSIP, the WASD Infiltration/Exfiltration/Inflow Program, and the WASD Peak Flow Study as well as the design of a 90,000 GPM Stormwater Pump Station in Miami Beach. Our CES Team capability is exemplified in the design of the following pump station projects. »WASD Pump Station 609 – Mechanical/ Electrical »WASD Pump Station 147– Mechanical/ Electrical/Structural »WASD Pump Station 331– Mechanical/ Electrical/Structural »WASD Pump Station 449– Mechanical/ Electrical/Structural »WASD Pump Station 407– Mechanical/ Electrical/Structural »WASD Pump Station 408– Mechanical/ Electrical/Structural »WASD Pump Station 440 Phase 1– Mechanical/Electrical »WASD Pump Station 440 Phase 2– Mechanical/Electrical/Structural »WASD Pump Station 081– Mechanical/ Electrical/Structural »WASD Pump Station 336– Mechanical/ Electrical/Structural »WASD Pump Station 592 24-inch Force Main »WASD Pump Station 1002 – Electrical »WASD Pump Station 359 – Electrical »WASD Pump Station 1016 – Electrical »WASD Pump Station 670 – Electrical »WASD Pump Station 308 – Electrical »WASD Pump Station 513 – Electrical »Structural Condition Assessments for WASD Pump Stations 301, 414, 415, 416, and 417 »Ocean Outfall Effluent Pump Testing – WASD North District WWTP »90,000 GPM Stormwater Pump Station Lincoln Road, Miami Beach. As stated in the Executive Summary and outlined in our Organizational Chart the CES Team is prepared to hit the ground running by conducting an initial benchmark analysis and design memorandum to begin developing a baseline report. While the absence of existing information, makes the determination of an initial operational benchmark a critical path item, this initial benchmark will offer us the opportunity to see “the big picture” of the how the collection and disposal system operate together. This initial assessment will afford us also the opportunity to begin identifying and prioritizing infrastructure elements that are not operating as efficiently. And that are either a supportive, limiting or neutral factor to the efficiency of the system As such, the CES Team will begin defining and highlighting the areas in the system that require priority attention. From constricted flows 8CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 associated to losses in the system to existing pump efficiency curves, to losses at the outfall, we will look at the entire system and with the input and verification of staff we will begin honing into the required pump station operational parameters. Once we’ve developed through a combination of review of best available documentation, large watershed modelling, pertinent field data gathering and interviews with operation and maintenance public works staff. At this point in time we will be looking at gathering big point items to begin understanding the operational range or environment the pump needs to work under along with an account of all the respective supportive and limiting factors where we see either challenges and opportunities. This process is by nature iterative, and we intend to hone in as quickly as possible to begin fine tuning our analysis and final determination. In this initial document, we will have analyzed the system needs and developed a preliminary concept for the pumping system design to meet those needs. This initial deliverable will be preliminary in nature and will require interaction with your planning/engineering/ operations staff to confirm all the conditions of operation. Based on our preliminary analysis, we will begin developing our initial concept for the pumping station design. The idea of this preliminary study is to provide enough information to support an initial meeting with your staff that would accelerate our progress on this task by at least a month. We believe that this initial assessment will not only save the project time and money, but it will also ensure that the respective stakeholder agencies are given the opportunity for early input that will help define the respective benchmarks to streamline the development. Current available data We understand the Golden Shores Pump Station is the pump station that serves the Golden Shores Neighborhood. We also understand from this RFQ, that the City has limited information on the efficiency and capacity of this pump station, as specific technical information related to the Pump Station and City Drainage Atlas were not included as part of this RFQ. The City is looking for a qualified consultant to provide the required professional services for rehabilitation of the Golden Shores pump station through analysis of condition assessments and performance evaluations. By way of background and research, however, our team has learned that the Golden Shores Pump Station was a significant element transferred to Sunny Isles Beach as part of the original stormwater Interlocal agreement with Miami Dade County. We also understand that the pump station encompasses a dual disposal system that includes a combination of gravity discharge via an outfall into Biscayne Bay and surficial vertical discharge via pressurized wells. We derive this primarily from our review of past maintenance undertakings initiated by the City, which leads us to derive that during its lifetime the pump station has gone through considerable rehabilitation and inefficiencies resulting from combined hydraulics. Historic records point out that the city conducted repairs on the well flap valves worn out by well up-flow as well as discreet lining repairs of the well and associated conveyance elements. The City also conducted one major overhaul of the Pump Station that was completed in 2003 along with a drainage system retrofit within the Golden Shores Neighborhood. Based on the information stated above, we can deduce that although the Pump Station remains fully operational to meet adequate levels of service, its hydraulic functionality would need to be evaluated in the backdrop of a whole new set of parameters, including but not limited to land use, updated stormwater regulatory criteria, increased flooding events, groundwater rise, brackish water intrusion, etc. There is also a whole slew of potential stressors that could impact the pump station’s functionality and would need to be considered when establishing a proper benchmark. CES has a deep bench of professional engineers 9CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 There is a sizable opportunity to build resiliency by delivering sustainable infrastructure while mitigating impacts to the current urbanized and livable conditions of Sunny Isles. We will evaluate the capacity of the recently constructed pump stations and water quality structures to verify control water elevation and discharge criteria upstream of the project site. Once those parameters are established, we will work closely with the City and with community to provide cost efficient solutions to develop an accurate assessment of the Pump Station. CES staff has extensive experience in the analysis and design large drainage systems in high dense coastal environments subject to repeated flooding. As the Lead Engineer for the West Avenue Right of Way Resiliency Design-Build Project in Miami Beach, CES Consultants is responsible for the complete redesign of West Avenue extending from 6th Street to 17th Street. This $75 Million design build project includes also a major retrofit of the existing stormwater system, including drainage pipe redesign as a complete rehaul of all municipal utilities, (water sewer and storm). The project also includes a new 90,000 gpm cutting edge Stormwater Pump Station located at the Lincoln Road Street end and a complete retrofit of the City’s bulkhead. The successful design of the Golden Shores Pump Station will require innovative concepts proposed to enhance value, quality, and to control cost and schedule. As a result, our design will focus on various methodologies that CES in various design scenarios. Lessons learned and our in-depth understanding of construction will be of great value when designing a system that addresses flooding in the Golden Shore Neighborhood in Sunny Isles Beach. The proposed pump station work comprises the design, permitting, and construction of the new stormwater pump station, solids pretreatment screening, ancillary site infrastructure, and discharge facilities. In addition to the pump station components and electrical infrastructure to power the station, construction related services also include site preparation, earthwork, dewatering, storm drainage infrastructure installation, parking reconstruction, utility adjustments, landscaping, and sea wall modifications on the south side of the Collins Canal. We understand that the Pump Station is located within the Public Works Yard below and adjacent to the Lehman Causeway. The CES Team will be designing within a limited footprint, on a dead-end street adjacent to the Biscayne Bay, in a heavily urbanized area, under critical construction timelines, and in/near areas that are environmentally sensitive. 10CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 In addition, the CES Team recognizes the challenges presented by the geological formations. Our Team’s experience on the Government Cut and Brickell Sewer Interceptors micro-tunneling projects for Miami- Dade County underscores our capabilities and local knowledge, as it provides us with a unique perspective om controlling the groundwater The nature of the work also requires a level of awareness for the public. This component of the project will require detailed communications and a sound public outreach plan, and we are adept at integrating stakeholders into our plans, by keeping them informed, addressing any concerns that arise and seeking mutually acceptable solutions that keep projects moving. These concerns, along with impacts to the community, mean that the design of the Pump Station must be well-planned to avoid the inherent risks associated during construction phase and impacts to the critical timelines established by the City. Our team members have literally been “in the hole” and lived these challenges first hand. For the City, this means a Design Team that already has an in-depth understanding of the geology and its impacts on underground construction, as well as an understanding of the nontechnical challenges that must be addressed to meet the expectations of the City. Below we describe our understanding of the major design elements for the construction of the Golden Shores Pump Station. As project specific geotechnical information was not provided in the RFQ, our Team’s collective geotechnical experience in Sunny Isles Beach provides us with good insight. Our team’s Geotechnical Engineer - Langan, has conducted extensive work in the area and has an in-depth knowledge of the soils conditions. However, geotechnical field investigation will be planned to: »(1) confirm our team’s assumptions regarding the subsurface conditions »(2) determine the site-specific geotechnical conditions, »(3) finalize the proposed design and construction approach for the Pump Station. The team will design structures for the required strength and durability requirements including consideration of the soils and groundwater as aggressive about corrosiveness. Permeability testing will be performed as needed to support final construction dewatering design for deep excavations. Pump Station Design Approach The design for Pump Station will meet the design, regulatory, and level of service (LOS) requirements defined in by the City and in compliance with the regulatory agencies having jurisdictional authority over the permitting for this project. Major design activities will include the following: »Hydraulic Design of the Treatment, Pumping and Discharge systems »Best Management Practices (BMPs) »Sizing of the Pump Station Components and Configuration »Additional System Refinement »Constructability Assessment »Optimization of Operation and Maintenance Protocols System Hydraulics The system hydraulic criteria will comply in the stormwater management system analysis conducted and provided in the assessment report. The report will include hydraulic modeling of the interconnected systems and associated contributing areas within the Golden Shores Area and will provide inflow information used by the City in the past. In the absence of specific modeling information by the City for the proposed Pump Station, the CES Team will conduct the necessary modelling to determine the elements necessary for pump station elements, operation and the conditions have been satisfactorily established to operate efficiently during a range of inflow scenarios/ conditions, and minimize pump cycling times that can affect the life-span of the pumps. In addition, the potential impacts of increased high tides by using an acceptable tail water condition representative of the anticipated high-water conditions caused by sea level rise projections. 11CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 The Lincoln Road Pump Station that CES is currently designing for Miami Beach has specified two primary (30,000 GPM) low head axial pumps and one (1) spare/ redundant pump of similar make and capacity. This redundant pump will be used by the Miami Beach for additional capacity in the event of additional growth or more stringent criteria is implemented as a result of climatic impacts potential connection to the Flamingo Neighborhood tributary area in the future. The Pump Station will be a duplex pump station with each pump having a peak capacity of 30,000 gpm with a total capacity of the proposed improvements of 90,000 gpm (178.24 cfs). The pumps conceptually specified for this project must be able to handle to handle large volumes of water with relatively low head differentials. The peak flow rate of the Golde Shores system will need to be approximately equivalent to combined peak bypass flow rates defined in the analysis for the pollution control structures. This results in a system where the pump stations can discharge the total flow being conveyed by the system to the pump stations through the pollution control structures. BMPs for the Proposed System For this project, hydrodynamic separator may be used, which uses swirl concentration and continuous deflective separation to screen, separate, and trap trash, debris, sediment, and hydrocarbons from storm water runoff passing through the units. Each unit will need to have a peak treatment flow rate that exceeds the analysis findings A bypass weir could also be considered and sized to bypass the total specified total bypass flow. Pump Station Configuration The Pump Station wet well sizing and pump seating locations will need to be coordinated with the specified pump manufacturer to optimize the Pump Station in terms of size and performance. One potential option would be Axial Flow pumps that are affixed with formed suction intakes (FSI), which are inlet devices that provide optimal inflow to the propeller pump by gradually accelerating and redirecting the flow towards the pump inlet. Its primary function would be to condition the incoming flow into a uniform profile, which virtually eliminates the disruption of flow around the pump intake bell and the creation of vortices within the wet well. By implementing FSI devices, we can achieve a more economical pump station configuration with a smaller footprint and better hydraulic performance than with standard inlet devices. The pump station cycle times will be analyzed for final design utilizing ICPR software and the specified design storm event (5-yr, 24-hour event), an adequate tail water condition, the selected pump performance curve, and the upstream and downstream stormwater system connectivity. We will verify hydraulic losses within the system and incorporate data into the pump selection to meet the specified pump flow rates per pump. Lastly, for the purposes of corrosion protection the pumps will be fitted with zinc anodes attached to the pumps and drive units as well as stainless steel shafts and propellers. Additional System Refinement The proposed system will be refined based on further optimization of system connectivity, minimizing the hydraulic losses within the proposed system, and lessening the overall extent of construction impacts to the public. 12CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 Constructability Assessment // The proposed system will be refined based on a constructability assessment considering the subsurface conditions; the potential existing and future utility conflicts; the anticipated methods of construction; the overall timeline of construction; the current use of the areas to be disturbed; and the surrounding properties. Operation and Maintenance // As with any infrastructure system, once the design and construction phases are complete, the operation and maintenance (O&M) of the system continues for the life of the system. Our team understands the operational and maintenance requirements of each of the proposed system components and will account for this requirement when siting each of the proposed systems components. Maintenance costs and efforts can be minimized by implementing easy access hatches. Structural Design The pump station design will consist, where applicable, of precast elements to speed construction. Casting will be performed as excavation proceeds, so elements can be placed immediately after excavation reaches the necessary depths. Cast-in-place concrete is limited to tremie bases, structure inverts, and connections between the pollution control units and diversion/ bypass weir structure. Precast designs for the junction structures will adhere to FDOT Index 200 requirements, except where installation depths require greater reinforcement and concrete thicknesses. Access covers will be designed for a minimum of HS-20 loading. Structures will be sized for hydraulic configurations and the wet well structures will be optimized in dimension, based on the pump manufacturer’s requirements for the necessary internal hydraulic characteristics of the pump station wet well. Structures will be checked for buoyancy and appropriate measures will be taken to ensure an adequate factor of safety. Structures will be set to the final controlling invert elevation of the intake piping as specified in the City. Electrical Design Our Team’s electrical design approach is focused around efficiency and reliability. This means having the power when needed through early coordination with FP&L, as well as maintaining the required electrical capacity. The major components of the electrical and controls system are as follows: Florida Power and Light (FP&L) electric service, manual transfer switch, portable generator receptacle, switchboard, VFDs, submersible pumps, 480V panelboard, and 280Y/120V lighting panelboard. To meet the requirements of the installed capacity pumping system a new 1,000 A, 480V electric service will be provided by FP&L. Coordination with FP&L will begin very early in the process to minimize potential delays. FP&L will furnish and install primary feeder, padmounted transformer and concrete pad, metering current transformers (CTs), and utility meter. A generator receptacle will be installed to provide a means for supplying an alternate source of power to the pump station, in the event the FP&L service becomes unavailable, or if required for other reasons. The receptacle is sized for running just two of the pumps simultaneously. Switchover from utility power to standby power will be provided via a manual transfer switch. As part of the site improvements, site lighting will be provided to meet the minimum illumination level of 0.5 fc and other design parameters listed in the DCP and will include energy efficient LED luminaries. Exterior electrical equipment, such as the pump control panel, will be buffered with an architecturally designed enclosure. We understand that the City is currently designing the enclosure that is required, per the DCP. The Pump Station panel will be installed such that the lowest elevation of the control panel is at, or above, the Base Flood Elevation (BFE) plus two (2) feet or elevated to 8.44’ NAVD. The pump control panel will include a control unit, telemetry unit, Ethernet, switches, relays, time delay components, and antenna, and will be furnished with the required equipment for monitoring and recording of pump station telemetry for SCADA. A spare conduit will be provided for installation of a radio antenna required for future integration of the pump station into the SCADA system. Utility Coordination Relying on the CES Teams’ collective experience in the region and hands-on knowledge particularly associated to infrastructure improvements within the Coastal Communities, we find that proactive utility coordination plays a critical role in completing a project successfully. Conflicts with utilities not only affect project costs, they also have a direct impact in the project timeline and generate the inconvenience of longer construction activity for residents and businesses in the vicinity and can disrupt essential services to the public. As such, early collaborative coordination with utility 13CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 owners, accurate determination of utility locations, and identifying potential conflicts is essential. With our combined engineering and construction experience in design/build of neighborhood infrastructure projects, and particularly those that require significant undergrounding in urban residential areas, we anticipate that our utility locate investigations, and conflict avoidance efforts will include close coordination with key utilities such as FPL, ATT and Atlantic Broad Band, along with other utilities located in the ROW. The Team has already conducted a preliminary utility research of the project area. The Design ticket process will be used to obtain immediate available information from utilities located within the project corridor(s). This information will be provided on our submittal drawings. We know this initial effort was critical to our project understanding, not just for avoiding potential conflicts, but to establish construction phasing, address logistics, maintain timelines of production, and offer infrastructure solutions to mitigate impacts and risk. In addition, the Team will conduct subsurface utility exploration early in the design phase and meet with utility companies to review the developing design plans and discuss utility coordination details. Vacuum excavations of potential locations of utility conflict will be performed to verify depth, size, and vertical and horizontal location of the utility conflict. Potential conflict locations, once configured, will be assessed with the design engineers and construction team to determine the most appropriate design solutions. For utility conflict locations, where design or construction adjustments may not be feasible for the new infrastructure, we will coordinate with utility companies for temporary or permanent utility relocations. Environmental/Permitting and Design The CES Team brings demonstrated knowledge of the unique local coastal conditions and understanding of the construction and environmental permitting processes, particularly in coastal and tidal areas where changing tide and storm event scenarios poses daily challenges in building structures and systems in a “pumped” environment. A key differentiator of our engineering team is proven design build experience on deep underground structures. Our projects interfaced with federal, state, and local permitting agencies, state and local officials, and stakeholder groups to secure permits and approvals in a timely and expedited fashion. This approach is a critical component during the various phases of the projects and is a proven approach we will bring to the Golden Shores Pump Station project. A complementary key differentiator is our capacity to procure permits in extremely fast-tracked projects, such as the Brickell Sewer Interceptors Project, where the first months of the schedule were critical to achieving new wastewater facilities permit for substantial modifications to the existing wastewater system serving downtown Miami in response to new developments coming in on line. Other design long-lead permits include FDOT Utility Permits specially when there could be a direct impact to bustling arterials such as AIA (Collins Ave) or SR 856 (Lehman Causeway) I n order to be successful in our design we have identified three key success factors for project: »Interfacing with Federal, State, and Local Permitting Agencies »Streamlining the Permit Process for Aggressively Scheduled Design/Build Projects »Demonstrated Extensive Coastal Permitting Performance With these Success Factors in mind, we have organized a team of design and construction professionals with extensive experience specializing in moving environmental permitting of coastal, waterfront, and infrastructure projects through the myriad of jurisdictional agencies within Miami-Dade County. In addition, our team members possess collective years of experience designing and permitting complex projects through the stringent constraints of the Biscayne Bay Aquatic Preserve. These unique projects include storm water outfall retrofits, storm water management, public parks, streetscapes, seawalls and outfalls, and shoreline stabilization projects. Working relationships with the agency staff, and institutional knowhow will be a critical enabler when pursing expedited permits, particularly with long-lead time agencies having jurisdiction of infrastructures projects, such as FDEP or SFWMD. Our Team brings a regulatory permitting strategy that captures anticipated approval processes and timelines that are critical in the project planning process to avoid common regulatory delays and hurdles. The Ric-Man Design/Build Team specializes in designing projects to minimize the regulatory process, and our professionals have successfully procured complex permits in the City of Miami Beach. We believe 14CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 our Team’s experience in permitting speaks for itself in the myriad of projects that we have performed, collectively and individually. The CES Team brings Moffat and Nichol as our environmental permitting experts. The existing seawall will be evaluated to determine if the existing structure can be modified/rehabilitated or if replacement is required. The outfall discharge velocities will be carefully reviewed from the proposed pump station, and most likely a dissipator structure will be required. The team has experience with designing a new sheet pile wall and incorporating the outfall dissipation into the reinforced concrete cap. Clean-out and maintenance structures will be incorporated into the design, and the bulkhead elevation will likely be raised to an appropriate elevation consistent with local resiliency planning. The new bulkhead will provide a long, 30+ year, service life with minimal maintenance for this important infrastructure project. Depending on the final design of the outfall discharge, backflow preventers may be incorporated into the design to eliminate tidal waters, especially during “king tide” conditions, from entering the stormwater management system. Accessibility and Safety The CES Team is well experienced working in Miami Beach, and we are very aware of the importance of public involvement and keeping the public informed of milestones and potential impacts that may be caused during construction. Our comprehensive understanding of construction, will also provide the City of Sunny Isels Beach with a design that will provide safe roadway access for vehicles and pedestrians, provide a safework zone for the construction workers, as well as to allow access to the public works facility during the duration of the project. For the project, we will produce a MOT plan consisting of general notes, phasing notes, typical sections, phasing plans, and special details. Construction activities affecting sidewalks and/or pedestrian crossings will include a Pedestrian Traffic Control Plan complying with FDOT Index 600 and 660. Accessibility considerations will be addressed. The plan will be developed utilizing the latest Manual on Uniform Traffic Control Devices (MUTCD) Typical Applications (TA) and the FDOT 600 Series Standard Indices where applicable. The MOT plans will also be coordinated with Miami-Dade County Transit, FDOT, Miami- Dade County Traffic, City Fire District, City School District, City Police Department, and City Traffic, Parking, Trolley, and other relevant project stakeholders. We will especially coordinate with adjacent property owners in maintaining ingress and egress to properties, including businesses and access for emergency vehicles. Public Outreach The location of the work presents a significant “nontechnical” challenge, as well as working in and around the exclusive Golden Shores Community. The CES Team understands how to be sensitive to the concerns of these key stakeholders. We have worked with stakeholders in many projects and have a clear understanding of how to integrate the stakeholders into the success of our projects, keeping them informed, addressing any concerns that arise and seeking mutually acceptable solutions to keep the project moving. The Public Information Team aims to serve as the main point of contact for delivering all messages and coordinating project specific materials to the City and stakeholders. We intend to work with City’s Public Information Liaison to provide information for public dissemination, coordinate and attend all outreach activities throughout the life of the project. Our goal is to establish a project PIO liaison to ensure all public information related requests by the City and the community are being responded to in a timely manner. Environmental Design The CES Team brings Moffat and Nichol asThe existing seawall will be evaluated to determine if the existing structure can be modified/ rehabilitated or if replacement is required. The outfall discharge velocities will be carefully reviewed from the proposed pump station, and most likely a dissipator structure will be required. The team has experience with designing a new sheet pile wall and incorporating 15CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 the outfall dissipation into the reinforced concrete cap. Clean-out and maintenance structures will be incorporated into the design, and the bulkhead elevation will likely be raised to an appropriate elevation consistent with local resiliency planning. The new bulkhead will provide a long, 30+ year, service life with minimal maintenance for this important infrastructure project. Depending on the final design of the outfall discharge, backflow preventers may be incorporated into the design to eliminate tidal waters, especially during “king tide” conditions, from entering the stormwater management system. The team will initiate environmental permitting for the infrastructure project as the design is progressing, as local, state and federal agencies will have jurisdiction over the project. The lead agency will be the South Florida Water Management District (SFWMD) that will require an Environmental Resource Permit (ERP). The waterfront bulkhead improvements will be designed to avoid/ minimize impacts to marine resources such as seagrass that may be adjacent to the existing bulkhead. The team has extensive experience processing ERP’s through the District to expedite the process. Initial pre-application meetings will be conducted, and a comprehensive application will be submitted with the required stormwater management plans and calculations. The limit of jurisdiction for the U.S. Army Corps of Engineers will be the bulkhead improvements. For some outfall projects in Miami-Dade County, the Department of Environmental Resource Management (DERM) has issued on behalf of the U.S. Army Corps of Engineers. However, recent bulkhead project in Sunny Isles has required consultation with commenting agencies such as National Marine Fisheries Service (NMFS) relative to marine resources even for replacement bulkhead projects with construction limited to 18-inches waterward of existing structures. DERM will also require a Class II permit for the outfall, and most likely a Class I permit will be required for the bulkhead project. Local, state and federal permits will be processed concurrently in order to have permits issued with generally consistent conditions. The CES Team The project is in one of the densest areas in Miami Our Project Principal Fernando A. Vazquez, PE, oversaw over $1 Billion in engineering and construction projects for the City of Miami Beach as City Engineer and Director of Capital Improvements respectively. Mr. Vazquez brings a wealth of experience and lessons learned in the implementation of similar infrastructure pumping systems for highly dense coastal environments. As City Engineer, Mr. Vazquez revamped the City’s Technical Standards which also included innovative treatment and disposal methodologies to maximize water quality while minimizing impacts to the systems discharge capacity. Mr. Vazquez also spearheaded the first Citywide Stormwater Master Plan in South Florida to take into consideration impacts associated to Sea Level Rise. The same master plan was utilized by the Miami Dade County Sea Level Rise Committee for follow up recommendations to the South Florida Regional Compact which alongside established future benchmarks for SLR. Mr. Vazquez serves also as the Engineering Project Manager for the full reconstruction of West Avenue in Miami Beach. West Ave is one of the lowest points in the City of Miami Beach and it is also an area that is subject to new development and increased economic development. This marquee design build project considers a full reconstruction of the roadway including al new water and sewer services as well as a new high capacity conveyance system and a new 90,000 GPM Stormwater pump station located adjacent to Biscayne Bay. The project has been singled by the Land Use Institute, Harvard University and Columbia University as marquee project for resiliency. We believe Mr. Vazquez’ unique experience will serve the City very well when addressing the technical and regulatory challenges and opportunities associated to the improvements of this conveyance. The CES Team and its members have been involved with the successful completion of more than 500 pump station projects within the Miami Dade County alone including pump station designs within the coastal communities. One of the key factors about our team is that we bring engineering, management and project delivery experience for large infrastructure projects in highly complex and highly dense urban environments that are vulnerable to climate change impacts. We also bring a wealth of experience in working with Federally Mandated Consent Decree Programs. As the Program Manager of the Miami Dade County WASD Pump Station Improvement Program, CES led the evaluation and upgrades of multiple pumping stations throughout the County. As part of the Program Management Team for the $3.3 Billion Miami Dade County Outfall Legislation Program, CES developed the conceptual design of the effluent pump station which is designed to convey over 110 MGD or 4,000 CFS for the future $ 1.5 Billion (est.) West District Plant. Our experience in underground system design and engineering management of trenchless design applications is second to none. CES Project Principal Fernando Vazquez, PE was the Engineering Manager for the Brickell Gravity Sewer Tunnel, a 48”/54” gravity concrete sewer tunnel in bustling downtown Miami which was fast tracked as a design build project to accommodate the exponential increase in flows resulting from recent development boom in downtown Miami and the construction of the Miami City Center. CES is also one of the fastest growing engineering companies in South Florida with offices in Miami, Pembroke Pines, Palm Beach, Tampa and New York City. With over 100 Employees, CES is a leading provider of engineering solutions within the municipal arena with a reputation for delivering innovating but effective technical solutions in water engineering. CES will serve as the prime consultant for the contract with overall responsibility and accountability to deliver the Golden Shore Pump Station. Our staff is familiar with all design standards, as well as national best practices for pump station design including large pumps and motors, and variable frequency drives. We utilize cutting edge tools like 3D visualization during design to maximize operations and maintenance understanding. The CES Team is led by Project Manager Jose Caraballo, PE with direct experience in designing and constructing pump stations that exceed 25 million gallons per day (MGD). 16CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 Moffat and Nichols have completed feasibility and planning studies, cost estimates, preliminary and final designs plus construction support for several thousand ports and waterfront projects around the globe. Tim Blankenship, PE and Christy Brush specializes in environmental permitting of coastal, waterfront and infrastructure projects through the myriad of agencies with jurisdiction in Miami- Dade County. Tim has over 20 years of experience designing and permitting complex projects through stringent constraints of the Biscayne Bay Aquatic Preserve. These projects include stormwater outfall retrofit including large pump station and outfall design, stormwater management, public parks, streetscape, and shoreline stabilization. CTS Engineering Designing and implementing a new facility such as the future Golden Shores Pump Station, will likely require a review of traffic accessibility for equipment maintenance and operators for the new facility and equipment. The pump station appears to be currently located under the FDOT Right of Way, clearances and turning radii will need to be evaluated for entrance and accessibility to the new facility. CTS brings a wealth of experience in Traffic Control and Traffic Management ongitude Surveyors Eduardo (Eddie) Suarez, PSM, has been in the Land Surveying profession in South Florida for the past 30 years and has direct experience working for Sunny Isles Beach. Eddie has extensive experience in the preparation of a wide variety of projects and surveys with a diverse array of clients for both, the public and private sector. He has served as Principal-in-Charge for hundreds of Boundary and Topographic Surveys. Langan Engineering Is a geotechnical firm with a local office in Miami Lakes and has been conducting projects across Florida since 1974, including the PortMiami Tunnel Langan has worked with Ric-Man Construction in the Brickell Sewer Interceptor Project. On that project, Lead Geotechnical Engineer Rafael Pina, PE, conducted subsurface investigations and geotechnical engineering evaluations required for the design of the vertical shafts, man-hole structures and sewer pipelines. Rafael also provided the geotechnical parameters required for developing the methods for micro-tunneling and excavation. Tobon Engineering has extensive experience in Utility Resiliency as well as rehabilitation and reconstruction of surficial, Floridan Aquifer and deep wells. Tobon Engineering brings a wealth of experience in the construction, testing, permitting and coordinated of injection wells. As the former Director of Engineering for Palm Beach County Utilities, Mr. Tobon resolved significant challenges as it relates to design construction, and operations. Palm Beach County Lake Region Water Treatment Plant needed additional wells constructed by a new approach following significant and rapid increases in salinity in existing upper Floridan aquifer wells. Due to limited funding for new wells, this project needed testing without incurring the added expense of specialized deep well testing by the well contractor. The well design approach included collecting critical data during construction of the well without slowing down the drilling contractor. This greatly reduced well construction costs. This approach allowed water quality and flow characteristics of the aquifer to be identified and quantified prior to installing the final casing. The result was a well completed in the most optimal interval for long term water quality sustainability while maximizing performance. Infinity Communication is a full service SBE/CBE/DBE Certified Company, specializing in Public Outreach, Public Relations, and Creative Services for the public and private sectors. ISC successfully executes public outreach efforts throughout South Florida for the Florida Department of Transportation, as well as other municipalities in Miami-Dade and Broward counties. ISC has conducted public outreach for more than 200 transportation projects in Planning, PD&E, Design and Construction. Project Manager and Key Team Members The CES Team will be led by Our Project Principal Fernando A. Vazquez, PE. Throughout his 30-year career, Fernando oversaw over $3 Billion in engineering and construction projects worldwide. As the City Engineer and Director of Capital Improvements for the City of Miami Beach, Fernando was directly responsible for the planning, funding, engineer, implementation and certification of over $1.0 Billion of infrastructure improvements with a great majority of projects focused in Stormwater and Flood Control. Fernando led the design and construction and regulatory implementation of numerous large stormwater pump stations that served neighborhoods such Bayshore, Sunset Islands, Star Island, Biscayne Point, Normandy Isles, Flamingo and South Beach. As City Engineer, Mr. Vazquez revamped the City’s Technical Standards which also included innovative treatment and disposal methodologies to maximize water quality while minimizing impacts to the systems conveyance capacity. Mr. Vazquez also spearheaded the first Citywide Stormwater Master Plan in Miami Beach to take into consideration impacts associated to Sea Level Rise. The same master plan was utilized by the Miami Dade County Sea Level Rise Committee for follow up recommendations to the South Florida Regional Compact which alongside established future benchmarks for SLR. Mr. Vazquez serves also as the Engineering Project Principal for the full reconstruction of West Avenue in Miami Beach. West Ave is one of the lowest points in the City of Miami Beach and it is also an area that is subject to new development and increased economic development. CES is currently designing a 90,000 gpm stormwater Pump Station as part of this mega-project. Our Project Manager Jose Caraballo, PE is highly experienced water and wastewater engineer, licensed in the State of Florida, who has managed the design of multiple large municipal pump stations including several wastewater booster stations. Jose will serve as Engineer-of-Record for Golden Shores Pump Station, He brings over 15 years of design and construction experience in water infrastructure. Mr. Caraballo is intimately knowledgeable of national, regional and local design standards for pump stations. Jose has also proven experience in other aspects of the civil, structural and mechanical design for our WASD pump stations. Mr. Caraballo’s knowledge of pump station design, his familiarity with standards, his experience with regulatory agencies, and construction experience makes him an effective design leader. Mr. Caraballo has also developed a system analysis that allows for effective, efficient, and accurate analysis and assessment of pump station in order to streamline the analysis and design of a Pump Station System. This system has been vetted with 17CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 the respective permitting agencies which has benefit their approval process significantly. Our Stormwater Lead Engineer Luis Cruz Miranda, PE has over 22 years of hands on design experience in hydraulic and hydrological integrated analysis, design, construction, supervision and project management. Luis is responsible for managing the design and hydraulics of both influent and effluent flows of the Pump Station. Luis and his team will assess the contributing hydrology, the conveyance of the current system, as well as the Pump Station hydraulic discharges. As our Lead Stormwater Engineer for the West Avenue Project in Miami Beach, Luis has conducted complete storm drainage modelling, pipeline and large 90,000 GPM Pump Station in an area affected by repeated flooding’s attributed to increase high tidal activity next to Biscayne Bay. Luis also has expertise at designing large stormwater pumps and detention/retention facilities as well as gravity systems in constricted underground environments. Luis’s diverse experience in stormwater management includes also transportation drainage; bridge and culvert hydraulic analysis; master stormwater management plans; stormwater quality treatment; design of canals, open channels, storm sewers, sediment control design; floodplain studies, modeling and design for both private and public sector. Our Lead Structural Engineer Jose Compress, P.E will be responsible for the design of all required structural elements of the Pump Station as well as any other related structure required for the conveyance and disposal. Jose has close to 20 years of experience in engineering including project management, structural engineering, and project construction design and engineering processes with demonstrated experience in engineering design, project development, and construction management. He has been involved in all aspects of construction projects from conceptual design to project closeout, and his experience includes performing structural design; reviewing codes and specs compliance; providing threshold inspections for qualifying contractors; working on bid and award phases; monitoring quality of work performed during construction; processing and responding to RFIs and change orders; tracking and monitoring quantities of materials; tracking and maintaining schedules; and coordinating with subcontractors and stakeholders for the construction process. As a PE, he has also worked closely in developing biddable plans for both horizontal and vertical projects. Our Lead Electrical Engineer Simon Sainsbury, PE has over 20 years direct hands on experience in the design, assembly, integration, testing, troubleshooting and commissioning of PLC-based instrumentation and control systems. Proven Field Hardened PLC- based Controls Experience across diverse industrial applications from Automotive Conveyors, Synthetic Fiber Machinery, Water/Wastewater Plants and Pumping Stations, to Remotely Operated Vehicles and Autonomous Deployable Instruments. He has experience with multi door 240VAC, 480VAC, & Canadian control panel projects to $100M and knowledge of PLC-based controls, HMI, SCADA software and programming including PID loop control and tuning. Our Lead Mechanical Engineer Arjeen Bootsma, PE has more than 25 years of experience in mechanical/civil engineering, design, consulting, modeling and environmental contamination assessment. This experience includes large diameter pipeline planning, design, and construction, permitting, and pump station design, for water and wastewater infrastructure. He has participated in several projects for the Miami-Dade Water and Sewer Department (WASD) as well as for municipalities in the U.S. and Europe. Our Lead Civil/Site Engineer MarQuellus Bennett, MBA, P.E. will be responsible for addressing site design issues as well as any impacts to the adjacent FDOT ROW’s. MarQuellus has 8 years of engineering experience practice in Transportation and Stormwater Design. Prior to joining CTS Engineering, Inc., MarQuellus five (5) years of his career with the Florida Department of Transportation (FDOT) where he developed a comprehensive practical understanding of Planning and Environmental Management, Surveying and Mapping, Roadway Design, Drainage, Structures, Maintenance, Construction, Traffic Operations, Central Office, and the District and State Materials Lab. After completing the rotation portion of the Trainee Program, he split a 6-month specialization between Construction and the Drainage Department involved with Progress Meetings, Hydraulic Analysis, and Storm Sewer System Design. 18CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 Our Lead Permitting Engineer Tim Blankenship P.E. will be responsible for processing all environmental permits associated to the method of discharge implemented. Tim brings over 20 years of experience in the civil and coastal engineering fields. His broad range of experience includes projects involving waterfront facility assessment and rehabilitation design, bridge engineering projects involving structural design and hydraulic analysis/design; land development projects including drainage design and environmental permitting and construction phase services for large and complex civil projects. He has extensive experience with civil engineering projects in South Florida. These projects include paving, grading and stormwater management systems for streetscape, public parks, and site development projects. The projects have included water and sanitary connection and distribution design along with coordination with local agencies such as Miami-Dade WASD. Mr. Blankenship has managed the preparation of construction document packages for multi- discipline trades including architectural, civil, environmental, electrical and mechanical engineering trades. Mr. Blankenship has extensive infrastructure experience throughout the Coastal Communities including Sunny Isles Beach and over the past 15 years Tim has been heavily involved in planning and designing public space (including parks, bay walks, and oceanfront beach paths), beach nourishment, bulkheads, and streetscape projects. Our Lead Land Surveyor Eduardo (Eddie) Suarez, PSM. Will be the survey of record for the job. Eddie has been in the Land Surveying profession in South Florida for the past 30 years. Eddie oversees the daily operation of Longitude Surveyors, LLC, and the preparation of a wide variety of projects and surveys with a diverse array of clients for both, the public and private sector. Mr. Suarez has served as Principal-in-Charge for hundreds of Boundary and Topographic Surveys including Sunny Isles Beach. Since its inception, Longitude Surveyors has served as a Prime or Sub-Consultant for the following entities: City of Miramar, Village of Pinecrest, Miami-Dade County, City of Miami, City of Miami Beach, City of Coral Gables, Village of Key Biscayne, Village of Palmetto Bay, Town of Cutler Bay, City of Homestead, City of Doral, Miami Shores, North Miami, North Miami Beach and El Portal. Our Lead Geotechnical Engineer Rafael Pina, PE has over 25 years of geotechnical engineering, project management, construction materials testing and inspection experience in projects throughout Florida including the Coastal Communities. His experience includes: site reconnaissance visits for proposal and report preparation, proposal preparation for geotechnical investigations, supervision of both field testing, sampling and drilling activities geotechnical engineering evaluation and analysis, preparation of reports, plans and construction documents, and construction inspection and oversight on a wide variety of projects. Technical expertise includes: subsurface exploration, laboratory testing, geotechnical analysis and engineering, deep and shallow foundation, ground improvement, slope stability, retaining wall systems, support of excavation, and geotechnical instrumentation monitoring. Project experience includes: water and sewer distribution projects, water and wastewater treatment facilities, roadways, highway bridges, transportation and utility tunnels, natural gas pipelines and trenchless crossings, marinas, sport venue facilities, parks, industrial facilities, high-rise buildings, low-rise structures, maritime port and airport facilities, and commercial developments. His construction materials testing experience includes overseeing technical personnel performing inspection, field testing and laboratory testing of concrete, soils, asphalt and other construction materials for roadways, airports and structures. Our Lead Hydrogeologist Roger Simon, PE has more than eleven years of experience in performing and evaluating Phase I and Phase II Environmental Site Assessments (ESAs), soil, air, and groundwater monitoring and remediation, well installation and abandonment, landfill gas (LFG) monitoring, petroleum storage system assessment and closure, soil classification techniques, subsurface characterization, and preparation of technical reports for compliance and land development. 19CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 Our Construction Administration Lead Ernest Cano with Over 40 years of experience in Engineering Design (MEP, Electrical, Civil), Construction, Project and Program Management of governmental, residential, commercial, utilities and fast track design / build facilities ranging from $40 million to $3.9 billion. Extensive experience in improving efficiency of systems and procedures to ensure that project completion dates are achieved ahead of schedule and within budget. Established, managed and led effective project teams to accomplish project goals and professional interaction with State / Local Governmental Agencies. In addition to the disciplines requested in the proposal, we are including the following additional professionals as part of our comprehensive approach Our Public Information Lead Monica Diaz Principal of Infinite Source Communications, From past experience, we have learned that flood management projects, at times require the presence of an experienced communicator that, upon the City’s request, can harness stakeholders and manage the public involvement and public relations, print journalism and integrated marketing communications upon request. Ms. Diaz will be on standby should the City deem it appropriate to communicate as per the City’s directives the project development to respective stakeholder. In her 11 years of experience, Monica has managed the communications more than 50 infrastructure projects throughout Miami Dade County. Ms. Diaz works with agencies such as the Florida Department of Transportation (FDOT), the City of Miami Beach, and Broward County Public School District. She can manage high profile public involvement/public relations projects, building public consensus, communicating with key stakeholders and media, and executing marketing and design eff orts for multiple clients. She also can handle numerous tasks quickly and successfully, ensuring goals are being attained and most importantly, that the quality assurance/quality control of the overall directed work is managed successfully. Through her years of experience in various transportation and community outreach projects. Our Resiliency Lead Maurice Tobon PE. President of Tobon Engineering has extensive experience in managing the implementation of resilient water management projects. As the Director of Engineering for Palm Beach County Water Utilities, Mr. Tobon was responsible for the analysis, design, permitting and construction, testing and operation of multiple resilient utility systems throughout Palm Beach County, Mr. Tobon is also thoroughly experienced in the design and regulatory oversight of injection wells. When the Palm Beach County Lake Region Water Treatment Plant needed additional wells, Maurice formulated and oversaw a new approach to construction following significant and rapid increases in salinity in existing upper Floridan aquifer wells. Due to limited funding for new wells, this project needed testing without incurring the added expense of specialized deep well testing by the well contractor. The well design approach included collecting critical data during construction of the well without slowing down the drilling contractor. This greatly reduced well construction costs. This approach allowed water quality and flow characteristics of the aquifer to be identified and quantified prior to installing the final casing. The result was a well completed in the most optimal interval for long term water quality sustainability while maximizing performance. P r o j e c t A p p r o a c h & U n d e r s t a n d i n g Project Approach & Understanding 20CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 PERSONNELQUALIFICATION INFORMATION & ASSIGNED FINANCIAL STABILITY CES is a privately held company. As a matter of policy, CES does not disclose company financial information that may be made available to the public under Sunshine Law. As a result, CES would like to exercise confidentiality options afforded us under Florida Statutes 119.071(1)(c). Company Financial Information required under Paragraph 2.13 of the RFP are included separately in our proposal package to be confidentially viewed by the City while remaining exempt from the Sunshine Law. Should the City need further information or clarification we will gladly provide. Any further requests can be made to Rudy M. Ortiz, PE, CGC, CEO of CES Consultants at 305-827-2220. SIZE OF WORKFORCE AVAILABILITY OF PERSONNEL PER LOCATION Office Location # of Personnel Availability of Engineering Staff Miami: 3150 SW 38th Avenue, Suite 450 Miami, FL 33146 14 50% Broward: 880 SW 145th Avenue, Suite 106, Pembroke Pines, FL 33027 18 35% Palm Beach: 1555 Palm Beach Lakes Blvd Suite 920, West Palm Beach, FL 33401 11 30% New York: 45-10 Court Square, 1st Floor, Long Island City, NY 11101 45 15% ADDITIONAL REFERENCES References for CES projects can be found on in the references section under the Required Forms Tab. ABILITY TO COMPLETE PROJECTS ON SCHEDULE AND WITHIN BUDGET The CES Team, with Mr. Vazquez, as the primary point of contact, will be 100% available and committed to the City for this project to ensure its successful implementation and delivery. The CES Team will be responsive and communicate proactively to keep projects moving, avoid surprises, and mitigate delivery risks. We will be accessible, responsive, and interface with your program team face-to-face when needed. The CES Team’s continued success is due in part to the collaborative and proactive management style that we bring to each and every project. Prior to beginning work, we will meet with the City and other stakeholders to ensure that we fully understand your goals and preferences for each and every project. This information will be relayed to the entire team, ensuring that there is a common vision and a clear understanding of how we will continue to achieve this vision while maximizing the return on your investments. With a diverse and “deep bench” of design engineers in the CES team, and in the all the required disciplines, each project assignment will be addressed with assignment of the right professionals, each whom are ready to start, and experienced in the work required. This approach will drive solid budget control. The CES Team is a dedicated team that will work cohesively to define, plan, design and implement the necessary infrastructure improvements for a resilient utility in the City of Sunny Isles Beach. 21CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 TYPES OF SERVICES OFFERED BY THE FIRM ENGINEERING & DESIGN SERVICES »Pump Station and Pipeline Design/ Rehabilitation »Water/Wastewater Treatment Plants »Adaptation for Resiliency and Sea Level Rise »Neighborhood Improvements »Civil/Stormwater »Structural »Environmental »Permitting »Electrical »Hydraulic/Hydrologic Modeling »Transportation/Roadways »Geotechnical »GIS »Master Planning »Utility Design & Coordination »Site Development & Design »Project Management »Solid Waste CONSTRUCTION RELATED SERVICES »Resident Engineering »Construction Engineering Inspection »MOT »Contract Administration »Record Drawing Certification »Debris Management/ Disaster Recovery »Construction Management & Administration »Bid Packaging, Analysis, Award »Value Engineering / Constructability Review »Safety Management »Cost & Schedule Control »Quality Assurance / Quality Control »Project Close-out »Specialty Inspections PROGRAM & PROJECT MANAGEMENT »Outfall Legislation »Planning »Document Control »Project Controls »Joint Partnership Agreements (JPAs) »Staff Augmentation »Cost Estimating »Design Consultant Management »Scheduling (P3/P6) »Asset Management 22CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 LOCATION OF MAIN AND BRANCH OFFICES CES OFFICE LOCATIONS Main Branch 3150 SW 38th Avenue, Suite 450 Miami, Florida 33146 Broward 880 SW 145th Avenue, Suite 106 Pembroke Pines, FL 33027 Palm Beach 1555 Palm Beach Lakes Blvd Suite 920 West Palm Beach, FL 33401 Jacksonville 208 North Laura Street, Suite 800 Jacksonville, FL 32202 New York 45-10 Court Square, 1st Floor Long Island City, NY 11101 NUMBER OF YEARS IN BUSINESS CES CONSULTANTS, INC. (CES) is a full-service engineering firm founded in 2001. The firm, which is minority-owned, provides professional engineering services to municipal and private sector clients. Since the firm’s inception, CES personnel have been involved in some of the largest infrastructure improvement projects in Florida. The company’s professional staff has experience in the areas of Civil Engineering, Water & Wastewater Design, Roadway, Grading and Drainage Design, Structural Engineering, Mechanical and Electrical Engineering, Program Management, Construction Management, Project Control, Cost Control, Estimating, Inspection Services, Permitting Services, QA/QC, Primavera Scheduling, and Owner Representation. NUMBER OF EMPLOYEES IN EACH DEPARTMENT 3150 SW 38th Avenue, Suite 450, Miami, Florida 33146 : 14 880 SW 145th Avenue, Suite 106, Pembroke Pines, FL 33027: 18 1555 Palm Beach Lakes Blvd Suite 920, West Palm Beach, FL 33401: 11 45-10 Court Square, 1st Floor, Long Island City, NY 11101: 45 LOCATION OF THE OFFICE FROM WHICH THIS WORK WILL BE PERFORMED All work will be performed out of our Miami office located; 3150 SW 38th Avenue, Suite 450, Miami, Florida 33146. 23CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CERTIFICATIONS, REGISTRATIONS, TECHNICAL TRAININGS, AWARDS, MEMBERSHIPS, AND LETTERS OF RECOMMENDATION Minority Business Certification CES Consultants, Inc. 01/12/2018 01/12/2020 24CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 STANDARD FORM 330 (REV 8/2016)  PAGE A&C-1 ARCH IT E C T – EN GI NEER QUA LI FI C AT IONS PART I – CON TRACT -SPECI FIC QUAL IFICATION S A. CONTRACT INFORMATION 1. TITLE AND LOCATION (City and State) Consulting Engineering Services for Golden Shores Pump Station Rehabilitation (CCNA) 2. PUBLIC NOTICE DATE 3. SOLICITATION OR PROJECT NUMBER November 5, 2018 RFQ. No. 18-11-01 B. ARCHITECT-ENGINEER POINT OF CONTACT 4. NAME AND TITLE Rudy M. Ortiz, PE, CGC 5. NAME OF FIRM DUNS NUMBER CES Consultants, Inc. 021359208 6. TELEPHONE NUMBER 7. FAX NUMBER 8. E-MAIL ADDRESS (954) 613-4353 N/A rortiz@cesconsult.com C. PROPOSED TEAM (CHECK) 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT PR I M E J -V P A R T N E R SU B C O N - TR A C T O R a.  CES Consultants, Inc, 3150 SW 38th Avenue, Suite 450 Miami, FL 33146 General Civil Engineering CHECK IF BRANCH OFFICE b.  CTS Engineering 8095 NW 12 Street, Suite 301 Doral, FL 33126 Sub Civil /Permitting CHECK IF BRANCH OFFICE c.  Moffat and Nichol CHECK IF BRANCH OFFICE 1025 Greenwood Blvd., Suite 371 | Lake Mary, FL 32746 Environmental/Permitting d.  Tobon Engineering 5504 NW 86 Way Coral Springs, FL 33067 Deep well Injection/modelling CHECK IF BRANCH OFFICE e.  Langan 15150 NW 79th Court, Suite 200 Miami Lakes, FL 33016-5848 Geotech/Hydrotech CHECK IF BRANCH OFFICE f.  Longitude Surveyors 7715 NW 48 Street, Suite 310, Doral, FL 33166 Surveying CHECK IF BRANCH OFFICE g.  Infinite Source Communications CHECK IF BRANCH OFFICE 7270 nw 12th st, ste 300, Miami, FL 33126, US Public Outreach h. CHECK IF BRANCH OFFICE I. CHECK IF BRANCH OFFICE Project Manager Jose Caraballo, PE1 Stormwater Luis Miranda, PE1Lead Chang-xing Jin, PhD, PE1 Erik Alcantara, EI1Gustavo Silva, EI1 Principal in Charge Fernando Vazquez, PE1 Environmental Timothy K. Blankenship, PE3 Geotechnical Rafael Pina, PE5 Hydro Geo Simon Roger5 Survey Eduardo M. Suarez, PSM6 Public Involvement Outreach Monica Diaz7 Resiliency Mauricio Tobon, PE4 Firm Name 1 -CES Consultants, Inc 2 –CTS Engineering 3-Moffat & Nichol 4-Tobon Engineering 5-Langan 6-Longitude 7-Infinite Source Communications Table of organization QA/QC Ranthus Fouch, PE1 Support disciplines BIM/Autocad 3D Tatiana Machado1 Pump Station Jafet Torres, PE1Lead Jose Compress, PE1Arjen Bootsma, PE1Simon Sainsbury, PE1 Civil Site Marquellus Bennett, MBA, PE2Lead Eva Campello, PE2Brent Lee Shue Ling, PE2 Construction Administration Ernest Cano1Lead Leonid (Alex) Melguizovski, CPCM1 26CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 12. NAME 14. YEARS EXPERIENCE Fernando A. Vazquez. PE E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 13. ROLE IN THIS CONTRACT Principal in charge a.TOTAL b. WITH CURRENT FIRM 30 2 15. FIRM NAME AND LOCATION (City and State)CES Consultants Inc., Miami Lakes, FL 16. EDUCATION (Degree and Specialization)17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) B.S. Ocean Engineering FL Professional Engineer 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) ASCE; FES; ICWA; 19. RELEVANT PROJECTS a.(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED City of Miami Beach Capital Improvements Program, City of Miami Beach, FL PROFESSIONAL SERVICES 2011-2013 CONSTRUCTION (If applicable) 2011-2013 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Department Director in charge of Citywide CIP Program Implementation Water, Wastewater, Stormwater, and Neighborhood Improvements Implemented advanced Program Management System to track all projects from initiation to closure so as to drive efficiency and measure productivity, ongoing construction process improvement, maintain updated files and records, track financial performance, and drive accountability while mitigating risk for CIP and Consent Related Infrastructure. Generated "cradle to grave" construction analysis process that included constructability and bid ability reviews at defined milestones of planning and design, aimed at establishing proper “benchmarks” prior to bidding.. Implemented comprehensive informational tools to keep all stakeholders engaged in all phases of construction projects. Built and established key relationships with regional and local stakeholders as a means to centralize consensus during all phases of project development and implementation. Size: City of Miami Beach CIP. Cost: $1.5 Billion b.(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED City of Miami Beach City Engineer, City of Miami Beach, FL PROFESSIONAL SERVICES 2005-2013 CONSTRUCTION (If applicable) 2005-2013 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Owners Representative for citywide infrastructure projects including compliance with City's Consent Decree Program, which included the direction of the design of a 25MGD Regional Raw Sewage Pump station discharging into the 54 “ Government Cut Force Main to Virginia Key, improvements to various sewage pump stations throughout the City to reduce peak flow conditions, assessment of over 8 miles of raw sewage force main, criticality assessment of over 2 miles of 54" PCCP force main conveying over 24 MGD of raw sewage, sewer and storm water pump station improvements, and implementation of a citywide inflow and infiltration reduction program. Responsible for updating Citywide Water and Sewer distribution model to meet adequate infrastructure requirements for future population demands driven by economic growth. Size: Citywide Programs. Cost: $ 1.5 Bilion c.(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Brickell Sewer Interceptors Micro Tunneling Project, City of Miami FL CONSTRUCTION (If applicable)PROFESSIONAL SERVICES 2013-2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Engineering Project Manager for fast-track Design Built Project to increase sewer capacity in highly congested downtown Miami. Oversaw the successful design of approximately 5,000 ft. of 48" gravity sewer constructed by micro tunneling (MTBM) methods. Design of secant pile shaft 33 feet deep, and four CMP (corrugated metal pipe) shafts ranging from 21 to 34-ft in depth. Project also included the design and construction of two large sewer diversion structures and connection to future Pump Station No. 3. FDOT for scheduled milling and resurfacing work. Driveway harmonization to improve positive drainage along adjacent properties. (MTBM) methods in downtown Miami. Size: 5000 lf /48” Micro tunnel. Cost: $13,713,360.00 d.(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Massachusetts Water Resource Authority – Metrowest Tunnel Project CONSTRUCTION (If applicable)PROFESSIONAL SERVICES 1995-1998 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager responsible for coordination with all disciplines (Tunneling, Structural, Mechanical and Electrical, and Environmental). Project Manager responsible for the multidiscipline coordination (Tunneling, Civil, Structural Mechanical, Operations, Environmental, etc.) of the design of the Metrowest Water Supply Tunnel (MWWST) Project, a 14 ft. diameter tunnel aqueduct extending for about 17.6 miles at approximately 200 to 500 ft. below the communities of Southborough, Marlborough, Framingham, Wayland and Weston, conveying approximately 500 MGD. MWWST was designed to improve water transmission reliability and redundancy to Metropolitan Boston. In addition to meeting the fundamental hydraulic requirements of operation, such as flow capacities and operating hydraulic characteristics, additional important operations and maintenance provisions required identification and incorporation in the design, including provisions for future reentry into the tunnels and associated unwatering and safe future access for men as well as essential equipment.. Other responsibilities included the site grading and drainage, storm water management BMP's, contaminated soil management, construction management, mined material staging, construction review and scheduling for the Weston Shaft location. Size: 500 MGD. Cost: $700m N/A N/A 27CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Jose Caraballo, PE Project Manager a. TOTAL b. WITH CURRENT FIRM 15 13 15. FIRM NAME AND LOCATION (City and State) CES Consultants, Inc., Pembroke Pines, FL 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) B.S., Environmental Engineering Professional Engineer: FL 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) Certifications: CTQP Certification: Asphalt Paving Technician - Level 1 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED NW 12th Avenue Force Main Replacement, City of North Miami FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Ongoing N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Design Manager for design, permitting, and construction of 10,500 feet of 12/10-inch replacement force main in NW 12th Avenue extending from NW 95th Street to NW 125th Street. The project, located in Miami-Dade County and within the City, replaces aging asbestos-cement and cast iron force mains with corrosion resistant PVC pipe. A number of private force main connections require relocation and re-connection to the new force main as well as planning for uninterrupted service during construction. Size: TBD. Cost: $TBD b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED E06-WASD-09; Task Order No. 6: Design of 6,400 LF of Force Main Design, Miami Dade County PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2014 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Design of approximately 6,400 L.F. of 4-inch, 6-inch, 8-inch and 12-inch DIP force main. The project consisted of replacing several segments of AC force main to DIP force main. This project required a Class III permit from the Miami-Dade County Department of Environmental Resources Management, due to a required canal crossing. c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Pump Station Improvement Program (PSIP) PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Ongoing N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Development of the drainage, yard piping, and utility relocation for a new water reclamation facility. Key elements for this project were the updating the inadequate drainage system and yard piping for over 3,500 LF of 12-inch DI and PVC reclaimed water main. Additionally, this project had a large amount of utility relocation to accommodate the new piping. d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Doral 48-inch Force Main Improvements Project PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2010 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Design Manager for the design of 48-inch diameter PCCP pipeline improvements to increase wastewater transmission capacity within the Doral basin of the County’s wastewater collection and transmission system. The project, located in NW 54th Street, includes approximately 4,200 feet of pipe, a jack-and-bore segment under a major highway, is located within a high-density traffic roadway, and intersects numerous utilities. e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED CDWWTP Water Reclamation Facility, Miami-Dade County, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Ongoing N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Development of the drainage, yard piping, and utility relocation for a new water reclamation facility. Key elements for this project were the updating the inadequate drainage system and yard piping for over 3,500 LF of 12-inch DI and PVC reclaimed water main. Additionally, this project had a large amount of utility relocation to accommodate the new piping. 28CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) e Professional Engineer, Civil – Florida PE No. 73422 New York PE No. 8980296 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) ACEC Platinum Award – Millennium Power Wastewater Reuse Project 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm 29CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Luis A. Cruz Miranda, PE Stormwater lead a. TOTAL b. WITH CURRENT FIRM 21 2 months 15. FIRM NAME AND LOCATION (City and State) CES Consultants, Pembroke Pines, FL 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) Master of Science in Civil Engineer (Hydrology and Hydraulic) State of Florida – 69995 (PE) / Puerto Rico 15820 (PE) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (10) YEAR COMPLETED Puerto Rico Aqueduct and Sewer Authority (PRASA) – Water Distribution System Optimization. PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2007-2017 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm As Water Resources Engineer & Project Manager, Mr. Cruz was in charge of updating PRASA’s infrastructure maps, as well as building a hydraulic model based on existing condition, calibration of models and recommendation of alternatives to optimize the studied area. He was responsible for the pump station energy consumption reduction by adjustment of pressure sustaining valve to carry the pump to the maximum operational efficient and the installation of timers to limit the daily operational time. Mr. Cruz performed a mechanical, hydraulic & electrical evaluation of visited pump station, and was also responsible for the scheduling, deliveries and supervision of the project development, weekly meetings and the coordination with the Client. b. (1) TITLE AND LOCATION (City and State) (5) YEAR COMPLETED Puerto Rico Aqueduct and Sewer Authority (PRASA) – Puerto Rico Water Capital Improvement Program. PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2007-2012 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Water Resources Engineer for East Region Program for the Puerto Rico Aqueducts and Sewer Authority's Capital Improvement Program. Efforts included the planning and development of the Capital Improvement Plan for the region, conceptual designs, design management, environmental permitting, land acquisition, construction management, and facility start-up services, among others. The Program identified over 140 projects for the region, including two reservoirs. c. (1) TITLE AND LOCATION (City and State) (5) YEAR COMPLETED Puerto Rico Infrastructure Financing Authority (PRIFA) and Puerto Rico Aqueduct and Sewer Authority (PRASA) - PRIFA Northwest Regional Aqueduct & Distribution System & PRASA’s North & West Regions Programs PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2003-2008 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Puerto Rico Northwest Water Projects, Puerto Rico Infrastructure Financing Authority (PRIFA) - Worked on various projects for PRIFA Northwest Regional Aqueduct & Distribution System & PRASA’s North & West Regions Programs, including: • Improvement to Isabela Water Distribution System • Two New Water Filtration Plants at Isabela (5.0 mgd) and Culebrinas (5.1 mgd) • New WWTP at Utuado • New Sanitary Sewer Systems at Camuy and Aguada Municipalities Mr. Cruz was the Project Manager for design and construction phases, in charge of supervising structures and places, site surveying, structural, foundation, earth work cut & fill, piping, plumb sanitary & potable lines and other activities. He prepared proposals for bids, scheduling, and supervision project development, certifications for payments, change orders and weekly meetings. Mr. Cruz also handled the coordination with Government agencies. d. (1) TITLE AND LOCATION (City and State) (1) YEAR COMPLETED Puerto Rico Aqueduct and Sewer Authority (PRASA) – Valenciano Reservoir. PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2003-2008 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm The project comprised the construction of a new dam and reservoir along the Rio Valenciano, which would inundate approximately 554 acres. The Valenciano reservoir would have a drainage area of approximately 14.5 miles2; its maximum storage volume available would be approximately 20,000 acre-feet and yield an average of 14.4 mgd, with a maximum yield of 21.6 mgd. As Water Resources Engineer, Mr. Cruz was in charge of the hydrologic - hydraulic study to estimate the impact of the new reservoir in two existing bridges and one proposed bridge upstream the proposed dam. 30CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Jafet Torres Rivera Pump Station Lead a. TOTAL b. WITH CURRENT FIRM 13 <1 15. FIRM NAME AND LOCATION (City and State) CES Consultants, Inc., Pembroke Pines, Florida 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) Bachelor of Science in Civil Engineering (BSCE) Florida Professional Engineer (PE) 80247; Puerto Rico PE 21163 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) 10 & 30 Hours OSHA’s Training – Occupational Safety and Health; Collage of Engineers and Land Surveyors of Puerto Rico (CIAPR); 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Miami-Dade County Water and Sewer Department Pump Station Improvement Program, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2017 - Present N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer. Assessment of existing sanitary sewer pump stations and engineering design (civil and mechanical) of pump station replacements. Preparation of construction cost estimates and technical specifications. b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED New York Rising Community Reconstruction Program, NY PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2015 - 2017 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Consultant. Performing independent cost estimates, and cost reasonableness reviews on design proposals. c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Puerto Rico Aqueduct and Sewer Authority Optimization and Water Loss Recovery Program, PR PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2011-2015 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Hydraulic Manager. Assessment and modeling of water transmission and distribution systems in order to reduce water losses and energy losses in the North Region of Puerto Rico, including 20 cities. Drinking water quality analysis and modeling to reduce water age and formation of disinfection by-products (DBP’s), to conform EPA’s rules and regulations. d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Municipality of Caguas and Municipality of Humacao, PR – Various Projects PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2009-2011 2009-2011 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Construction Administrator. Construction supervision on various construction projects, including new buildings, bridges, wastewater sewer systems and street improvements. Review of shop drawings and submittals, answer RFI’s, evaluate and recommend construction change orders and applications for payment, attend meetings, procure permits e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Puerto Rico Housing Department, PR PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2008-2009 2008-2009 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project (Construction) Director. Serve as construction manager for various housing rehabilitation projects. f. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Puerto Rico Infrastructure Financing Authority, PR PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2005-2008 2005-2008 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Construction Inspector. Construction inspection on improvements (civil, mechanical and electrical) to the Supreme Court of Puerto Rico, and during construction of a 2 MGD tertiary waste water treatment plant in Utuado, PR. Generate documentation as RFI’s, meeting minutes, change order and change directives, and review contractor’s applications for payment for approval 31CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE MarQuellus Bennett, MBA, P.E. Lead Engineer a. TOTAL b. WITH CURRENT FIRM 9 4 15. FIRM NAME AND LOCATION (City and State)CTS Engineering, Inc. Fort Lauderdale, FL 16. EDUCATION (Degree and Specialization)17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) BSCE, MBA P.E. Florida 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) Microstation/Geopak, ASAD, ICPR, Cascade, HEC-RAS, AGI 32, Advanced MOT Certification, FDEP Stormwater Erosion and Sedimentation Control Inspector Training, FDOT Supervisor Academy, Certified Public Manager Levels 1-6, Certificate in Supervisory Management 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED FDOT District 6, Districtwide Safety Push Button Design Contract, Miami-Dade & Monroe Counties, FL PROFESSIONAL SERVICES On-going CONSTRUCTION (If applicable) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer/Lead Drainage Engineer - Project includes 30+ safety enhancement projects throughout Miami-Dade and Monroe Counties initiated by Traffic Operations Safety Studies. Projects includes addition of pedestrian signal and detectors, flashing beacon and signage improvements, signing & pavement markings upgrades, mast arm & signal head replacements, and the addition of guardrail. Size: Varies. Cost: Varies (involved 40+ safety improvement projects in a variety of locations) b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Flanigan’s Seafood Bar and Grill Restaurant Parking Lot Design, North Miami and Coconut Grove, FL PROFESSIONAL SERVICES On-going CONSTRUCTION (If applicable) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Engineer of Record - Projects included the development of Demolition Plans, Erosion Control Plans, Paving Grading & Drainage Plans, & Site Dimension Plans. Project also included drainage analysis and design of the site and a summary report for permitting. Primary responsibilities included the development of signed and sealed plans and the drainage analysis, design, and reports. Size: 1.5 Acres Combined. Cost: TBD c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED FDOT District 6, SR-5 (SW 2nd Ave/Street) Safety and RRR, Miami, FL PROFESSIONAL SERVICES 2018 CONSTRUCTION (If applicable) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer/Lead Drainage Engineer - Project includes lane reconfiguration, minor widening and signing improvements to enhance traffic maneuvers. Project also includes minor widening, milling & resurfacing, ADA upgrades, enhanced signing & pavement markings, signalization, and drainage improvements. Primary responsibilities include design of roadway and drainage and permitting aspects of the project. Size: 0.3 miles Cost: $1.4 million d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED FDOT District 4, I-95/I-595 Express Lanes Direct Connect, I-95 from Stirling to Broward Blvd., Broward County, FL PROFESSIONAL SERVICES 2017 CONSTRUCTION (If applicable) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Traffic Control Engineer - Primary responsibilities included the oversight and quality control of the traffic analysis of detour routes as well as providing signed and sealed summaries of the analysis for 14 Interstate detours. Size: 8.5 miles Cost: $441 million e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED FDOT District 4, NW 19th Street Bike Lanes, Fort Lauderdale, FL PROFESSIONAL SERVICES 2018 CONSTRUCTION (If applicable) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer/Lead Drainage Engineer - Project includes widening, restriping, and/or repurposing of the outside through lanes to create 4’ bike lanes. Initial tasks required close coordination with the Broward MPO, FDOT, County, and City staff to finalize the project scope. Project also includes milling & resurfacing, ADA upgrades, enhanced signing & pavement markings, signalization, and drainage improvements. Primary responsibilities include design of roadway and drainage and permitting aspects of the project Size: 3.0 miles Cost: $1.4 million 32CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Ernest Cano Construction Administration Lead a. TOTAL b. WITH CURRENT FIRM 40 >1 15. FIRM NAME AND LOCATION (City and State)CES Consultants - Miami, FL 16. EDUCATION (Degree and Specialization)17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) B.S., Civil Engineering, Florida International University, B.S., Electrical Engineering, University of Miami Associate in Arts of Architecture, Miami-Dade College 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Miami Internat i onal Airpo rt North Termi nal Developm ent PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2000-2014 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior Program Construction Miami International Airport and American Airlines together developed one of the major 20 century airport construction project. The North Terminal Development Program consist of a facility of 48 new aircraft gates, 3.2 million square feet of construction, 1.3 miles long and a $3.9 billion dollars budget. The North Terminal Program is a multi-phase construction program segregated into 56 projects. Reporting directly to the North Terminal Program Director. Responsible for Senior Project and Design Managers to ensure they maintain projects within Budget, Schedules, coordination of all Design / Construction Quality Control, Safety Programs and report any unanticipated chances in scope of work that potentially alter the critical path of the overall program activities. Directly responsible for the Managing General Contractor contracts and timely payments for completed work. Organizer of a Dispute Resolution Committee solely responsibility is to resolve any project issues which could not be accomplished at the project team level. Senior Project Manager Responsible for the AB Infill Building Shell and Finish Project, which is the largest portion of the North Terminal Development Program. This $400 million-dollar project consists of an expansion building shell approximately 280,000 square feet and interior finishes. The upgrade provided four new aircraft gates, two automated people mover stations, two TSA security checkpoints and baggage handling system. Mr. Cano ensured the project was within budget, scheduled and managed General Contractor work together with the Design Professional in resolving construction / design issues. Supervised Contractual Agreements among all the parties, negotiated change orders and service orders respectively with the Managing General Contractor and Design Professionals. Assisted the Design Professional to achieve design constructible solutions. Finally, supervised a staff consisting of Site Manager, Design Manager, Design Professionals field personnel, Cost Engineer and Scheduler to insure their Professional quality. b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Co nsent Decree PM/CM T eam Area Con struct io n Manager PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 1994-1998 & 2014-2018 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Consent Decree Program consisting over 40 pumping stations and 50 miles of Force/Gravity Main Lines. Reporting directly to the Program Construction Vice President. Responsible for Senior Construction Managers, Project Engineers and Field Inspectors to ensure they maintain Project within Budget, Schedule, coordination of all Design (Consults and In-House) Quality Control, Permits and documents for Project Close-Out and EPA/DERM Certification. Report any chances to the contract scope of work that could potentially alter the critical path of the project activities. Completed work Payment Applications to be process accordantly per contract period. 33CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Chang-xing Jin, PhD, PE Hydraulic Modeling a. TOTAL b. WITH CURRENT FIRM 25 1 15. FIRM NAME AND LOCATION (City and State)CES Consultants (Miami, Florida) 16. EDUCATION (Degree and Specialization)17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) Ph.D. in Civil Engineering with specialization in Hydrology & Hydraulics Florida Registered P.E. (FL #65622) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) Florida Stormwater Association member 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED SFWMD, STAs data QAQC, West Palm Beach, FL33406 PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2012- Ongoing N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE X Check if project performed with current firm Project manager and project engineer for Stormwater Treatment Areas (STA) data QAQC for South Florida Water Management District (SFWMD). Work includes data QAQC, water balance analysis, database maintenance and update, flow rating analysis, etc. Started from 2012 and still going on. Size: TBD. Cost: accumulated over $750,000 b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED SFWMD, Cardinal Lane Watershed master plan development, Brooksville, FL 34604 PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2012 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Leader engineer in GIS and modeling in Cardinal Lane Watershed master plan development for Southwest Florida Water Management District (SWFWMD) using cut-edge technologies of ArcGIS, ArcHydro, LiDAR data, GWIS database, ICPR model. The watershed is in Citrus County of Florida. The model result will be used by SWFWMD and FEMA to replace the existing flood insurance map in the area. Size: 60 Square Miles. Cost: $700,000 c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED SFWMD, FLOW Program Re-engineering, West Palm Beach, Florida 33406 PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2007 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project manager and project engineer for FLOW Program Re-engineering for South Florida Water Management District. The district uses the FLOW Program to calculate flow from over 500 culverts, spillways, weirs, and pump stations in south Florida. FLOW Program Re-engineering includes developing flow equations, algorithms, computer code, and program test. Cost: $70,000 d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED City of Titusville, Basin Delineation, Utility Infrastructure Inventory and BMPs planning, Titusville, Florida (multiple projects) PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2016 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Leader engineer in Titusville’s city-wide basin delineation, utility infrastructure inventory, database development, and best management practices (BMP) planning. Work includes basin delineation using ArcGIS, ArcHydro and Digit Elevation Model (DEM), field GPS survey, GWIS database development, ICPR modeling for flooding areas, flood abatement improvement measures, BMPs selection and comparison, and cost estimate, etc. Size: Titusville city wide. Cost: $ Over $500,000 e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Pinellas County, Pipers Meadow Drainage Improvement, Pinellas County, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2016 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Leader hydrological and hydraulics model developer for Pipers Meadow Drainage Improvement in Pinellas County. Work includes ArcGIS analysis, database development, model development, comparison of difference flood abatements plans, and cost estimate. Cost: $140,000 34CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Erik M. Alcantara, E.I. Pipeline Design a. TOTAL b. WITH CURRENT FIRM 3 1 15. FIRM NAME AND LOCATION (City and State) CES Consultants, Inc. (Miami, Florida) 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) Bachelor of Science, Civil Engineering, Instituto Tecnologico de Santo Domingo Florida Registered Engineer Intern, FDOT Intermediate Work Zone Traffic Control Certification , FDEP Qualified Stormwater Management Inspector , FDOT CTQP, Asphalt Paving Technician Level 1, FDOT CTQP, QC Manager Autodesk AutoCAD Civil 3D Manhole Assessment Certification Program (MACP), National Association of Sewer Service Companies (NAASCO) Pipeline Assessment Certification Program (PACP), National Association of Sewer Service Companies (NAASCO) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) Mr. Alcantara serves as the Communications Committee Chair and webmaster for the American Society of Civil Engineers Miami-Dade Branch. He has been an active ASCE member since 2015, serving the Miami-Dade and Broward branches. Additionally, he has served in multiple events and committees, such as the Engineering Encounters Bridge Design Competition and Field Day. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED MG3 Developer Group, LLC, Happy Hollow Charter School, Unincorporated Palm Beach County PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2015-2016 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Staff engineer for the design of a 2,435-student private charter school located on a 22-acre parcel property north of Atlantic Avenue and west of Florida’s Turnpike in unincorporated Palm Beach County. The school will be developed as two (2) schools, a lower school for elementary grades and an upper school for middle and high school students. The amenities for this K-12 charter school include an equestrian trail, tropical fruit grove, soccer field, basketball courts, student garden and secured bicycle storage. Offsite roadway improvements required for the development of the school include, widening of Lyons Road from 2 to 4 lanes divided as well as right and left turn lanes and median openings. Intersection improvements are also included at Happy Hollow Road and Lyons. The project consists of full site civil development including an onsite gravity sanitary sewer system, 4,300 LF of 4” force main and a private lift station (1,200 gpm), 4,900 LF of 8” potable water main, 3,400 LF of 16” water main extension, fire suppression system, 3,500 LF of 20” reclaimed water main, surface water management system, grading, pavement, sidewalks, pavement marking and signage, and SWPPP plans. Size: 22-acre parcel Cost: $38M b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED MG3 Developer Group, LLC, Oakmonte Village of Davie, Davie, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2015-2016 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Construction management and engineering inspections for a Senior Care Facility with 199 units, located on an 9.0-acre parcel on Stirling Road. The amenities for this facility include green areas, gazebos, and a walking path around an onsite pond. Project included the following site civil development: gravity sanitary sewer, potable water main, fire suppression system, surface water management system, grading, pavement, sidewalks, pavement marking and signage, and SWPPP plans. Mr. Alcantara performed the following engineering inspections for this project: water main pressure testing, sanitary sewer lamping, Florida Limerock Bearing Ratio (LBR) testing, roadway certification, and NPDES Stormwater Pollution Prevention Plan. Size: 9-acre parcel Cost: $32M c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Miami-Dade County WASD, Pump Station Improvement Program (PSIP), Miami-Dade County, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2016-2017 2016-2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm As a project engineer, Mr. Alcantara has assisted with the engineering analysis and design services for the inspection, rehabilitation, and design of multiple pump stations for the Miami-Dade County Water and Sewer Department. The Pump Station Improvement Program (PSIP) consists of inspection, design, rehabilitation, and construction of various wastewater pump stations and force mains within Miami-Dade County. The program provides county-wide sanitary and environmental improvements. The pump station projects include PS 0449, PS 0609, PS 0147, PS 0331, PS 0440, and PS 0081. Size: TBD Cost: $1.5M d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Miami-Dade County WASD, Ocean Outfall Legislation Program, Task Authorization #29, Miami- Dade County, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2016-2017 2016-2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm As a project engineer, Mr. Alcantara is developing a Conceptual Design Report for the projects in the North District transmission and pumping system that are necessary to meet the requirements of the Ocean Outfall Legislation (OOL) Compliance Plan. This CDR includes approximately 21,000 LF of 48-inch diameter force main and approximately 1,500 LF of 36-inch diameter force main. Tasks completed include Data Review and Pipeline Project Analysis. Size: 22,500 LF of sanitary sewer force mains Cost: $250,000 35CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Gustavo A. Silva, EI SUE a. TOTAL b. WITH CURRENT FIRM 4 2 15. FIRM NAME AND LOCATION (City and State) CES Consultants, Inc., Miami, FL 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) Bachelor of Science, Civil Engineering, Florida International University Florida Registered Engineer Intern, FDOT Temporary Traffic Control Intermediate Certification , FDOT CTQP, Earthwork Technician Level 1, FDOT CTQP, QC Manager, Autodesk AutoCAD Civil 3D NASSCO Pipeline Assessment (PACP),NASSCO Manhole Assessment (MACP) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) Mr. Silva serves as a member of the American Society of Civil Engineers Miami-Dade Branch. He has been an active ASCE member since 2014, serving the Miami- Dade Branch. Additionally, he has served in multiple events, such as the ASCE Steel Bridge Competition (Captain) and Field Day. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED E13-WASD-03 Pump Station Improvement Program (PSIP), Miami-Dade County WASD PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2014-2016 Ongoing (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm As a project engineer, Mr. Silva is providing engineering analysis and design for the rehabilitation and replacement of multiple pump stations for the PSIP (Consent Decree Program). The project is consisting of existing pump station inspection, coordination of survey and geotechnical services, design of pump station rehabilitation or replacement, design of connecting force mains, permitting, and limited construction services. The engineering work includes PS 0449, PS 0147, PS 0331, FM 0592 (24-inch), PS 0440, PS 0336, PS-1026, PS-1065 and PS 0609. Size: Varies Cost: $1.5M b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Sanitary Sewer Evaluation Survey (SSES), Miami-Dade County Public School (MDCPS) PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2014-2015 2015-2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project manager for the evaluation of sanitary sewer system(s) of 24 county schools. The schools are required to be in accordance with Chapter 24 of the Miami- Dade County Code (MDCC), that each privately and publicly operated sanitary sewer system needs to be evaluated on periodic basis. Each sanitary system should implement a Sanitary Sewer Evaluation Survey (SSES) and if required a rehabilitation program, as stated by the U.S. EPA’s Sewer System. The SSES involves a visual inspection, smoke testing the collection system and a flow test on the wet well pump/lift station. Size: Varies Cost: $500,00 c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED S.R. 907/Alton Road - 43rd Street to Bascule Bridge No. 870613, Miami Beach, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2014-2015 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project manager/geotechnical engineer, material testing responsible for improvements along S.R. 907 in Miami Beach. The project includes widening Alton Road in various areas, new traffic signal mast arms, and Stormwater drainage improvements that include temporary sheet piles/helical piles for pump stations. Size: 2.6 Miles Cost: $1.2M d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Miami-Dade County WASD, Ocean Outfall Legislation Program, Task Authorization #29, Miami- Dade County, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2015-2016 N./A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm As a project engineer, Mr. Silva analysis the pumping station on the North District Water Treatment Plant to determine the capacity of the existing pumps. This project is to eliminate the existing Ocean Outfall from the treatment plant. Tasks completed include Data Review and Pipeline Project Analysis. Size: 1,500 LF of sanitary sewer force mains Cost: $300,000 e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED South Florida Water Management District Culvert Inspections, Miami-Dade County, Broward County and Okeechobee County. PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2016-2017 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm As a Project Engineer, Mr. Silva supports the South Florida Water Management District (SFWMD) to inspect the removal and/or replacement of multiple aging culvert in the South Florida area. In addition, Mr. Silva assisted in construction service and support with multiple crew within the South Florida Area (Miami-Dade, Broward and Okeechobee). Size: Varies. Cost: $2.0M 36CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Jose Compres, PE Structural Engineer a. TOTAL b. WITH CURRENT FIRM 17 6 15. FIRM NAME AND LOCATION (City and State) CES Consultants, Inc, Pembroke Pines, FL 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) B.S., Civil Engineering, B.S., Structural Engineering Professional Engineer - Florida 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED North District Wastewater Treatment Plant – Headworks Improvements, Miami-Dade County WASD PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Ongoing 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Responsible for design of improvements to the Grit/Screening Headworks Facility structures within the NDWWTP. The project includes design of demolition of existing equipment and building components, safety access modifications, equipment supports, and roof system improvements. The work also includes Services during Bid and Award, and Engineering during Construction. Size: TBD. Cost: $TBD b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED 2015 Fire Escape and Enhanced Hurricane Protection Area Inspection, Broward County PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2015 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Specific Role. Responsible for inspections and certification reports for the 5-year re-certification of Enhanced Hurricane Protection Areas (EHPA) at twenty- seven (27) Broward County Schools, and Biennial inspections and corresponding condition certification reports for three (3) school Fire Escapes. Size: TBD. Cost: $TBD c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED North District Wastewater Treatment Plant – Primary/Secondary Clarifiers Miami-Dade County WASD PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2015 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Responsible for facility condition assessments and development of basis of design reports (BODR) for dome replacement of primary clarifiers with a flat corrosion resistant metal roof, and dome rehabilitation for secondary clarifiers. The condition assessment of the interior concrete structure of all clarifiers provided additional BODR recommendations for concrete surface repairs and resurfacing with corrosion resistant coatings. Size: TBD. Cost: $TBD d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED North District Wastewater Treatment Plant – New Electrical Building Miami-Dade County WASD PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Ongoing N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Structural Engineer responsible for improving resiliency for sea-level rise and storm surge for critical operational facilities including electrical service and controls. Commensurate with expansion of the electrical load capacity for operational improvements and ocean outfall compliance at the NDWWTP, preliminary design of a new electrical building incorporated higher floor elevations above projected flood/ surge levels, improved operator safety features, and hurricane hardening. e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Improvements for Pump Stations 301, 414, 415, 416, and 417, Miami-Dade County WASD PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2015 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Responsible for facility condition assessments and development of basis of design reports (BODR) for improvements to wet-wells, pump rooms, ventilation facilities, and for operator safety and hurricane hardness. The condition assessment of the interior concrete structure of all wet-wells provided additional BODR recommendations for concrete surface repairs and resurfacing with corrosion resistant coatings 37CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Arjen Bootsma, PE Mechanical a. TOTAL b. WITH CURRENT FIRM 20 2 15. FIRM NAME AND LOCATION (City and State) CES Consultants, Inc., Pembroke Pines, Florida 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) M.S., Mechanical Engineering, University of Twente, The Netherlands, 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) Professional Engineer Florida #54604 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED L-63N Canal ASR Well Rehabilitation Okeechobee County PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior Engineer (mechanical, civil). The ASR (Aquifer Storage and Recovery) Well was built around 1990, and has been in service from 1991 through 1992. Since then it has been abandoned, and all electrical equipment has been removed. Under this project the well system, which consists of a canal water intake pump, a water treatment pond and the injection pump will be rehabilitated, new motor control centers will be installed, all broken instrumentation will be replaced and additional water quality monitoring instruments and SCADA will be added. The purpose is to restore the well system to full operability.. b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED East Re-Development Transmission and Distribution Water Main Improvements, City of Miramar, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior Design Engineer. Responsible for the design and engineering of approximately 72,000 LF of 6” PVC water mains to replace outdated and undersized water mains and placement of fire hydrants to ensure full coverage throughout the eastern part of the City. The project is on-going. c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Miami-Dade County Wastewater Master Plan, Miami-Dade County Water & Sewer Department, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior Mechanical Engineer. Mr. Bootsma as Mechanical Engineer provided services in an effort to develop Remedial Action Plans for approximately 350 Pump Stations. The recommended upgrades focused primarily on pump selection, secondarily on upgrades to the entire pump station and tertiary on force main system upgrades. The Remedial Action Plans will provide balanced upgrades to the entire sewer pumping and transmission system, so that each individual pump station will comply with regulatory requirements and that compliance system wide will maintained throughout the 20-year planning horizon. d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Prop os ed 8-inch Water Ma in Design: Banos Court from Riviera Drive t o University Drive in the Cit y of Coral Gabl e s, Miami-Da de Water And Sewe r Department, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior Design Engineer. Responsible for the design and engineering of approximately 2,200 LF of 8” water mains to replace outdated and undersized water mains and placement of fire hydrants to ensure full coverage. The project is on-going. e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED JEA NW Regional Water Treatment Plant, Jacksonville, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior Design Engineer. Responsible for the site design and approximately 2,400 LF of off-site, 24” transmission main for the WTP, Mr. Bootsma engineered the stormwater management for this site to comply with all applicable regulations of the FDEP and the SJRWMD and to maximize the use of the existing topography. The transmission main was placed along the future FDOT ROW to meet up with existing water distribution and transmission mains. 38CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Simon Sainsbury, PE Electrical a. TOTAL b. WITH CURRENT FIRM 30 3 15. FIRM NAME AND LOCATION (City and State)CES Consultants, Inc., Pembroke Pines, FL 16. EDUCATION (Degree and Specialization)17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) B.S., Electrical Engineering, Florida Institute of Technology Professional Engineer Florida, Electrical 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) 19. RELEVANT PROJECTS a.(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED South Florida Water Management District – Pump Station Tower Grounding Modifications PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Engineer of Record Senior electrical engineer responsible for design of microwave tower grounding systems to protect personnel and equipment in accordance with current TIA/ANSI/EIA grounding standards at Pump Stations G-310, G-335, G-370 and G-372. b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Lincoln Road Pump Station, West Avenue, City of Miami Beach, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Engineer of Record Senior electrical engineer responsible for design of Lincoln Road Strom Water Pump Station with three 20,000 GPM pumps, VFDs, Control Panel, RTU/Telemetry and associated electrical equipment c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Everglades Restoration and Capital Project, West Palm Beach, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2010 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Engineer of Record Senior electrical engineer responsible for design of STA-1E Pump Station communication equipment improvements to the tower, building electrical and communication system grounding and bonding at Pump Stations S-319, S-361 and S-362 d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Three (3) Pump Ground Storage Tanks, City Water Plant Booster Station, Panama City, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2006 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm As Senior Engineer, Mr. Sainsbury duties included: PLC Control with HMI and SCADA, On/Off and Speed Control (PID) for three water pumps to maintain city main water pressure using an above ground water storage tank, UL508 Control panel, generator backup, RTU, Ladder logic PLC code, Field debug/startup. N/A N/A 39CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Eva Campello, P.E. Lead Engineer a. TOTAL b. WITH CURRENT FIRM 11 4.5 15. FIRM NAME AND LOCATION (City and State) CTS Engineering, Inc. Fort Lauderdale, FL 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) BSCE P.E. Florida 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) AGi32, Microstation, Geopak, Advanced MOT Certification, FDOT Supervisor Academy, Certified Public Manager Levels 1-3 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED FDOT District 6, NW 7th Avenue Lane Repurposing and RRR, Miami, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2017 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Lead Engineer - Project includes repurposing of the outside through lanes to bike lanes with on-street parking. Project also includes milling & resurfacing, ADA upgrades, enhanced signing & pavement markings, signalization, and drainage improvements. Size: 0.6 miles Cost: $1.6 million b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED FDOT District 4, NW 19th Street Bike Lane, Broward County, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2017 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Lead Engineer - Project includes widening, restriping, and/or repurposing of the outside through lanes to create 4’ bike lanes. Initial tasks required close coordination with the Broward MPO, FDOT, County, and City staff to finalize the project scope. Project also includes milling & resurfacing, ADA upgrades, enhanced signing & pavement markings, signalization, and drainage improvements. Size: 3.0 miles Cost: $1.4 million c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED FDOT District 4, Districtwide SIS Program Support, Broward, Indian River, Martin, Palm Beach and St. Lucie Counties, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) On-going N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Lead Engineer - Provide comprehensive planning and engineering services to FDOT District 4 Strategic Intermodal System (SIS). Lead the tasks of performing project needs identification, concept development feasibility, design plans, cost estimates, field reviews, and permit connection reviews on SIS corridors. Size: Varies Cost: Varies d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED FDOT District 4, SR-70/Okeechobee Road Widening and Reconstruction, Fort Pierce, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2014 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Lead Signing and Pavement Marking Designer - Project included the widening/reconstruction SR-70 (urban arterial) from 900’ West of Jenkins Rd to 2,000’ East of Jenkins Rd (0.55 Miles) in St. Lucie County, FL. Primary responsibilities included Lead Designer for all Roadway and Signing & Pavement Marking Plans. Size: 0.59 miles Cost: $4.6 million e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED FDOT District 4, SR-7 Widening and Reconstruction, Hollywood, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2014 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Lead Designer - Project included the widening/reconstruction SR-7 (urban arterial) from Fillmore Street to just south of Stirling Road (2.08 Miles) from 4-lanes to 6-lanes in Broward County, FL. Lead Designer for all Roadway and Signing & Pavement Marking Plans. Size: 2.08 miles Cost: $29.6 million 40CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Brent Lee Shue Ling, P.E. Lead Engineer a. TOTAL b. WITH CURRENT FIRM 13 1 15. FIRM NAME AND LOCATION (City and State)CTS Engineering, Inc. Fort Lauderdale, FL 16. EDUCATION (Degree and Specialization)17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) BE P.E. Florida 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) Microstation, Geopak, Advance MOT Certification, Advanced MOT Trainer Certification, Pavement Design, FDOT Supervisor Academy, FDOT Management Academy, FDOT Leadership Academy 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED FDOT District 4, SR-838 Sunrise Blvd. Bridge Reconstruction, City of Fort Lauderdale, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2013 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Lead Designer & Assistant PM for all roadway and signing & pavement marking plans - This project utilized FDOT’s temporary detour acrow panel bridge for maintenance of traffic, and involved extensive coordination with environmental permitting agencies, utility owners, business owners, local agencies, and the public. Size: 0.25 mi. Cost: $10 M b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED FDOT District 4, SR-A1A Washout Reconstruction, City of Fort Lauderdale, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2015 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager FDOT In-House Section 2 - Features designed and installed included a promenade to the east side of the road adjacent to Fort Lauderdale Beach, comprising of brick pavered walkways, shower areas, a decorative wave wall with beach entrances, decorative sea turtle friendly lighting, on-street parking, bike lanes, bike racks, sand dune restorations and landscaping. Size: 1 mi. Cost: $13 M c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED FDOT District 4, SR-7 Mobility Improvements, Various Cities in Broward/Palm Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2016 2019 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager and Engineer of Record FDOT In-House Section 2 - Installed enhancements along a 12.5 mile stretch of SR-7 from Commercial Blvd. in Broward County to Glades Road in Palm Beach County. Enhancements included widening for buffered bike lanes, shared use paths and sidewalks, bus stop amenities, signalization upgrades to detection/communication, and lighting retrofits. Size: 12.5 mi. Cost: $25 M d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED FDOT District 4, SR-804 Intersection Improvement, City of Boynton Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2015 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager and Engineer of Record FDOT In-House Section 2 - This project replaced existing strain poles with mast arm signals at the intersection of SR-804/Boynton Beach Blvd. and Winchester Park Blvd. in Palm Beach County. Enhancements also included resurfacing, sidewalk, curb ramp, and lighting upgrades. This project involved right of way acquisition and extensive coordination with business owners, local agencies and utility companies. Size: 0.1 mi. Cost: $700 K e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED FDOT District 4, Old Dixie Highway Complete Streets, City of Fort Lauderdale, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2016 2018 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager and Engineer of Record FDOT In-House Section 2 - The features designed and installed in this project included mid-block raised crosswalks, raised intersections, a roundabout, horizontal curve realignment, green bike lanes, sidewalks, pedestrian lighting, bio-swales, landscaping and neighborhood monuments. Size: 0.9 mi. Cost: $3 M 41CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Leonid (Alex) Melguizovski, CPCM Construction Management a. TOTAL b. WITH CURRENT FIRM 24 <1 15. CES Consultants, Inc. Pembroke Pines, FL CES Consultants, Inc. Miami, FL 16. EDUCATION (Degree and Specialization)17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) Master of Science in Construction Management - Florida International University, Bachelor of Science in Civil Engineering - Florida International University, Associate in Arts in Civil Engineering - Miami Dade Community College 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) ACI Certified 30 hours for OSHA. Publication (cost control of a large sanitary sewer rehabilitation program) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Construction of New Concourses and Infill (AB, BC, CD, D Extension and Regional Commuter Facility), Aprons and Fuel System, Miami International Airport PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Ongoing N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm •Monitored the latest issued schedule of heavy civil work and building construction activities with actual site progress. •Monitored NOVs (Notices of Violation). •Managed and tracked daily Time and Material Reports to confirm accuracy of T&M Daily Billings. •Monitored the latest issued schedule of heavy civil work and building construction activities with actual site progress. •Monitored NOVs (Notices of Violation). b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Construction of New Concourses and Infill (AB, BC, Cd, D Extension and Regional Commuter Facility), Aprons and Fuel System, Miami International Airport PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Ongoing N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm •Responsible for the preparation of schedules in Primavera (P6), cost and resource load and setup logic. •Review and analyze contractor change requests with the associated costs and time extension requests •Perform Program Schedule functions such as interacting with Project Managers and Contractors concerning project status, schedule updates, and changes. •Review contractor’s installation curves and utilization reports for all heavy civil work construction. Maintain and update the Overall Program Schedule and evaluate contractor physical progress. •Prepare and distribute schedule reports to MDAD and Contractor’s Project Managers. c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Construction of New Concourses and Infill (AB, BC, CD, D Extension and Regional Commuter Facility), Aprons and Fuel System, Miami International Airport PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Ongoing N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm •Prepared schedules in Primavera, breakdown of activities and setup logic. •Performed Program Schedule functions such as interacting with Project Managers concerning project status, schedule updates, and changes. •Performed data transfer between various applications to keep schedule data updated. •Maintained and updated the Overall Program Schedule. •Prepared, printed and distributed schedule reports to American Airlines and POJV (Parsons-Odebrecht Joint Venture) Project Managers for monthly status reporting. d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Construction of Concourse A, FAA Control Tower and Terminal Extension North Phase 3, Miami International Airport PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2000 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm •Set up Cost Codes and Budgets and issued cost code scopes. •Monitored and reported progress reports. •Kept complete records of changes to the project. •Worked closely with Project Manager and Superintendent for proper coding and overruns. •Monitored costs between outlooks and immediately advise PM of any decision that had a significant cost impact. 42CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Tatiana machado BIM / Autocad 3D a. TOTAL b. WITH CURRENT FIRM 10 <1 15. FIRM NAME AND LOCATION (City and State) CES Consultants – Miami, FL 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) Specialization in Geotechnical Engineering (Master of Science in Geotechnical Engineering – US Equivalent), Universidad Simón Bolívar, Caracas, Venezuela, Bachelor’s degree, Geological Engineering, Universidad Central de Venezuela, Caracas, Venezuela 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) Autodesk Certified Professional for AutoCAD and AutoCAD Civil 3D, Autodesk. Inc., 2008, Autodesk Partner Service Certified for AutoCAD, AutoCAD Civil 3D, and AutoCAD Map 3D, Autodesk. Inc., 2008, Autodesk Implementation Expert Certified, Autodesk. Inc., 2008, Autodesk Certified BIM Specialist, Road and Highway Solution, Autodesk. Inc., 2015, Autodesk Authorized Instructor, Autodesk. Inc., 2008, Autodesk Certified Instructor, Autodesk. Inc., 2016, AEC Civil Infrastructure Specialization Certification for Technical, Autodesk. Inc., 2014, Autodesk Expert Elite, Autodesk. Inc., 2017 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Di gital Draft ing Systems, Miam i Lakes, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Aug 2013 – Sept 2017 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Deliver training and consulting services, for Digital Drafting Systems and Down To Earth Technologies including completing software implementation and adopting improved workflow. Work with and provide technical support for AutoCAD, Civil 3D, InfraWorks, Map 3D and others. Complete implementations, configure and troubleshoot network installations and deployments. b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Aut odesk, Inc, San Fra nc isco, CA PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Sept 2011- Jul 2013 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Provided technical support for all infrastructure software’s worldwide in English and Spanish. c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Di gital Draft ing Systems, Miam i Lakes, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Apr 2007 – Sept 2011 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Delivered training and followed up with client as needed. Completed implementations, conducted deployments, configured and troubleshot network installations for Digital Drafting Systems and Down To Earth Technologies. Worked with and provided technical support for AutoCAD, Civil 3D, AutoCAD Land Desktop, and Map 3D. 43CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Timothy Blankenship, E Environmental a. TOTAL b. WITH CURRENT FIRM 24 3 15. FIRM NAME AND LOCATION (City and State)Moffat & Nichol 16. EDUCATION (Degree and Specialization)17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) ME Coastal Engineering; BS Civil Engineering Florida, 55910, 2000 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) Mr. Blankenship has more than 20 years of experience with waterfront infrastructure and coastal engineering consulting projects throughout the U.S., Caribbean, and Central America. Mr. Blankenship has 18 years of experience in Miami-Dade County with civil, coastal, and waterfront projects. These projects have included above-water and underwater field investigations. He has planned, designed, and managed the implementation of complex coastal/waterfront projects throughout Miami-Dade County—including Sunny Isles Beach—for public and private sector clients. He has participated in these projects through the planning, engineering design, and construction administration working towards implementation. He has extensive experience with civil engineering projects in South Florida. These projects include paving, grading, and stormwater management systems for streetscape, public parks, and site development projects. The projects have included right-of-way infrastructure improvements that have incorporated shoreline stabilization, pump station outfalls, and bulkheads. The projects have also involved environmental regulatory permitting through agencies in Miami-Dade County including FDEP, Miami-Dade DERM, and the U.S. Army Corps of Engineers. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED W est Avenu e Phase I I Im provem ents, Miami Beach, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2019 (Estimated) 2021 (Estimated) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Seni or engi neer overseeing design and engineer-of-record for the waterfront improvements. Design-build construction of roadway and infrastructure improvements north of 14th Street along West Avenue to Lincoln Road. Ric-Man Construction is the contractor, and Moffatt& Nichol is subconsultant to the lead designer, CES Consultants. M&N responsibilities include the waterfront structural improvements at the Lincoln Road street end to accommodate the outfall infrastructure for the 60,000 gpm stormwater pump station. In addition, M&N is designing and permitting the overwater baywalk that will connect Lincoln Road and the existing baywalk along the waterfront street end of Lincoln Terrace. b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED R MK Merr ill Stevens Shi pyard Modern ization, Miam i, Flor ida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2019 (Estimated) 2019 (Estimated) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Pr oj ec t manager for site planning, engineering design, and environmental permitting for the shipyard redevelopment on the Miami River that includes basin filling, bulkheads, and installation of shiplift with capacity for vessels up to 230' long. Design of upland pile-supported transfer berths, stormwater management system, hull blasting runoff treatment system, and site utilities. Tidal hydraulic numerical modeling to evaluate water quality from the proposed basin reconfiguration. c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Bayfront Str eet En ds Improvem en ts, Mi ami Beach , Fl ori da PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2012 2012 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm En gineeri ng proj ect manager/engi neer-of-record. Bulkhead design and environmental permitting for street ends at South Shore Drive, 10th Street, 14th Street, Lincoln Road, and Island View Park. Streetscape design for street ends at South Shore Drive, 10th Street, and Lincoln Road. d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED 23rd & 29 th Str eet Infrastructure Improvement s, Low er No rth Bay R oad, Miami Beach, F lo rida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2016 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Pr oj ec t engi neer. Bulkhead replacement design at two street ends as part of Right-of-Way improvement project. Completed structural design of hydraulic structures for pump station, dissipator box and outfall drainage structure. Design-build project with Central Florida Equipment. 44CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Rafael Pina, PE Geotechnical a. TOTAL b. WITH CURRENT FIRM 28 12 15. FIRM NAME AND LOCATION (City and State) Langan Engineering and Environmental Services, Inc. (MIAMI, FLORIDA) 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) B. Sc. Civil Engineering, Florida Institute of Technology Professional Engineer in FL Nuclear Density/Moisture Content Meter Operator Certification 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Port of Miami Tunnel, I-395 Bridge Widening, Port Island Bridge and Roadway Improvements, Miami, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2013 2014 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm The PortMiami Tunnel (PMT) was constructed to provide direct link between the PortMiami (PM) and the Interstate Highway network. The project consisted of two 4,300-ft long, 2-lane, 37-ft finished diameter tunnels linking the tunnel linking the man-made islands of Watson and Dodge, and under the main cruise ship channel in Biscayne Bay. POMT was constructed as public-private partnership (PPP). As a consultant to the design-build team, Langan provided subsurface investigation and geotechnical engineering evaluation required for design of the TBM, tunnels, entry/exit shafts, ground improvement, and the associated roadway and access improvements. During Construction, Langan provided construction administration, support and monitoring during construction of bridge foundations, support of excavation (SOE) systems for TBM entry/exit shafts, ground improvement (grouting, shallow cement-soil mixing, and cutter- soil mixing (CSM)), and geotechnical instrumentation monitoring. Cost: $787M b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Gravity Sewer Interceptors for Master Pump Station 3, Miami, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2015 2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm The scope included the installation of 48-inch-diameter and 30-inch-diameter sanitary sewer interceptors with a target design service life of 80 years. Because of the congested urban nature of the project site, the interceptors were installed primarily using a microtunneling boring machine (MTBM) with invert depths of 15 to 25 feet. The project also included the construction of vertical shafts for MTBM launch and retrieval and for the installation of permanent access structures. As the geotechnical consultant, Langan provided subsurface investigation and geotechnical site characterization necessary for developing the MTBM and shaft excavation methods. Langan also performed an environmental assessment along the alignment to identify potential sources of soil and groundwater contamination. Cost: $18.8M c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED West Avenue Improvements – Phase II, West Avenue, Miami Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2018 2018 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm This project consists of infrastructure improvements along about 3,500 LF of West Avenue in Miami Beach, FL. Improvements include raising of roadway grades, construction of retaining walls, harmonization with adjacent properties, installation of new drainage systems, replacing water distribution systems and sanitary sewer systems and installation of new street lights and mast arm structures. Langan completed a subsurface investigation for the proposed improvements and provided geotechnical engineering recommendations. Cost: $178,567 (Fees) d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Water Storage Tank and Booster Pump Station and 25th Street Public Works Complex, Miami Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2011 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Provided subsurface exploration and geotechnical engineering recommendations for an expansion consisting of two, 137-ft diameter, 33 ft-high water storage tanks and pump building. Detailed evaluation of the subsurface data allowed the proposed tank structures and pump building to be supported on economical shallow foundations 45CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Roger Simon Hydro Geologist a. TOTAL b. WITH CURRENT FIRM 11 7 15. FIRM NAME AND LOCATION (City and State) Langan Engineering and Environmental Services, Inc. (MIAMI, FLORIDA) 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) B.Sc., Geophysical Science, University of Chicago 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Brow a rd Count y Conv enti on Ce nter Expansio n a nd Hotel Fort Lauderdale, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2018 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Langan served as the environmental and geotechnical consultants for the design of the Broward County Convention Center Expansion and Hotel. We evaluated historic exceedances of arsenic and various point sources identified as part of our historical research. Langan also prepared a Reasonable Assurance Report for installing and operating Class V, Group 6 stormwater drainage wells and a preliminary geotechnical engineering study. b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Biscayn e Landing, North Miami, Fl orida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2011 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Langan provided environmental assessment, remediation plan development, regulatory support and expert witness services associated with a contaminated former gasoline station on Tyler Street, formerly owned by the City of Hollywood that was the subject of litigation. c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Ritz Carlton Residences Beach Renourishment, Sunny Isles, Florida. PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2018 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Langan provided assessment and environmental consulting services for the development of the Ritz Carlton Residences. Langan services included geotechnical and environmental investigations, tank closure assessments, the preparation of a soil management plan, soil characterization studies, sand compatibilities studies, and pilot testing oversight for blending program to support reuse of excavated sand as beach renourishment and erosion control along 2,000 linear feet of beach front. d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED City of Hallandale Beach Hydrogeological Services, Hallandale Beach, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2018 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Langan provided hydrogeological services in support of the city’s plan to install pressurized right-of-way stormwater drainage wells to alleviate street flooding. Langan’s scope of work included supervising five 150-ft. test holes in the 120-acre Northeast Quadrant project area and five 200-ft. test holes in the 120-acre Southwest Quadrant project area; evaluating geology and water quality (total dissolved solids); and performing a specific capacity test in potential production zones in the Southwest Quadrant project area. Langan completed both project areas and provided reasonable assurance reports that met the requirements of Chapter 62-528, Florida Administrative Code, as part of the permit package for the new stormwater drainage wells. e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED BP Superstop 441 Remedial Action, Fort Lauderdale, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Langan was contracted to provide environmental consulting services for this retail gas station. Langan's scope of work included soil and groundwater delineation, and site assessment report approval; natural attenuation monitoring plan approval; interim source removal; natural attenuation monitoring; and remedial action plan approval order for groundwater remediation. The objective of remediation was to reduce the concentrations of contaminants of concern to below their Natural Attenuation Default Criteria. Post-active remediation monitoring continued quarterly for one year until contaminant concentrations were at or below their groundwater cleanup target level. 46CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Eduardo M. Suarez, PSM Surveyor a. TOTAL b. WITH CURRENT FIRM 33 17 15. FIRM NAME AND LOCATION (City and State)Longitude Surveyors, LLC (MIAMI, FLORIDA) 16. EDUCATION (Degree and Specialization)17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) Associate in Science in Engineering Studies Professional Surveyor & Mapper, State of Florida, LS 6313 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) Florida Surveying and Mapping Society, Florida Engineering Society, Utility & Engineering Surveying Institute 19. RELEVANT PROJECTS a.(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Mt. Sinai Pump Station, Miami Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2016 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Principal Surveyor and Mapper. LS prepared and performed a Topographic Survey. Longitude established right-of-way lines, subdivision lines, section lines, lot lines, base lines and easement lines as required by the project. LS established line data from the right-of-way maps and MDWASD and utility easement records. Set points of curvature and points of tangency in the field. All improvements were shown from Right of Way to Right of Way. Longitude established location of trees, rim, top and invert elevations of all existing sanitary sewers’ manholes, pump wet and dry wells, sanitary sewer lines, drainage culverts, manholes and catch basins and grate elevations, diameter of the wet/dry well and valve vault dimensions. Location of project site perimeter, driveway and station service/staging area corners (including finished grade low and high points) with elevations. b.(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Pump Station 0435, Aventura, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2015 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Principal Surveyor and Mapper. LS performed a Topographic Survey to include the following information: LS set control points, easement lines, points of intersections and bearings basis. LS provided horizontal and vertical location of visible fixed objects within project limits including electrical cabinet, meters, telemetry antenna, pump station control cabinet, transformer, hose bib cabinet location and perimeter fence with entrance gate. Longitude included bottom elevations for cabinets/panels, height and top elevation for transformer concrete pad. LS located trees with 3-inch diameter trunks or larger, fire hydrants, valves, water meters, gas, street lighting, power and telecommunication poles and/or cabinets. LS collected rim, top and invert elevations of all existing sanitary sewers’ manholes, pump wet and dry wells, sanitary sewer lines, drainage culverts, manholes and catch basins and grate elevations, diameter of the wet/dry well and valve vault dimensions. Located project site perimeter, driveway and station service/staging area, and corners including finished grade low and high points with elevations. c.(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Pump Station 0860, Miami, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2016 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Principal Surveyor and Mapper. LS performed Subsurface Utility Engineering to include the following information: designated twenty- four (24) areas where there were conflicting lines using an Electromagnetic Locator and Ground Penetrating Radar (GPR). LS provided elevations at surface and measure down will be made to the top of pipe. LS determined the size, type of material, & provided the dimensions of the encasement and provided field work sheets for each pot hole. d.(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Pump Station 1058, Cutler Bay, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2016 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Principal Surveyor and Mapper. LS performed Subsurface Utility Engineering to include the following information: electrical cabinet, meters, telemetry antenna, pump station control cabinet, transformer, hose bib cabinet location and perimeter fence with entrance gate. Include bottom elevations for cabinets and/or panels, height and top elevation for transformer concrete pad. LS located trees with 3-inch diameter trunks or larger, fire hydrants, valves, water meters, gas, street lighting, power and telecommunication poles and/or cabinets within 20-feet of the station site boundary. LS placed pavement markings and signage on the adjacent street fronting the pump station site. Longitude located project site perimeter, driveway and station service/staging area corners including finished grade low and high points with elevations. Identified type of surface materials for driveway and station service/staging area. LS collected cross-sections elevations at approximately 100-feet. 47CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Monica Diaz Bilingual Public Information Specialist a. TOTAL b. WITH CURRENT FIRM 14 9.5 15. FIRM NAME AND LOCATION (City and State) Infinite Source Communications, Miami FL 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) Arizona State University Bachelors of Arts in Journalism and Mass Communication Public Relations – 2005 N/A 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) N/A 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) See Project ___ in Section F (2) YEAR COMPLETED City of Miami Beach, Palm and Hibiscus Neighborhood Improvement Project, Miami Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Public Information 2016 to 2019 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Specific Role. Lead Public Information Specialist, work includes coordinating day-to-day construction activities on one of Miami Beach’s most affluent neighborhoods. Work includes drafting and disseminating traffic advisories, responding to resident inquiries and claims, meeting one-on-one with residents to discuss water meter conversions and harmonization efforts. Size: Palm and Hibiscus Island Cost: $N/A b. (1) TITLE AND LOCATION (City and State) See Project ___ in Section F (2) YEAR COMPLETED City of Miami Beach, Convention Center Renovation and Expansion, Miami Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Public Information 2016 to 2018 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Specific Role. Serves as the Lead Public Information Specialist on the largest Capital Improvement Project in the City of Miami Beach. Responsible for working with the City Managers office to coordinate special events, respond to resident inquiries, draft and disseminate project information to the general public and area residents. Size: Convention Center Cost: $615 Million c. (1) TITLE AND LOCATION (City and State) See Project ___ in Section F (2) YEAR COMPLETED City of Miami Beach, 19 Street Pump Station Installation Project, Miami Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Public Information 2017 to 2018 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Specific Role. Serves as the Lead Public Information Specialist on the installation of a pump station and generator as part of the Convention Center Renovation Project. Work includes coordinating with adjacent projects, conducting field meetings and disseminating project information to the community and Miami Beach staff members. Size: 19 Street between Meridian Avenue and Convention Center Drive Cost: $N/A d. (1) TITLE AND LOCATION (City and State) See Project ___ in Section F (2) YEAR COMPLETED Bal Harbour Village, Phase I Utility Improvement Project, Bal Harbour, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Public Information 2016 to 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Specific Role. Served as the Public Information Manager for the installation of a sanitary sewer line and pump station in a residential community. Work included hosting a series of community meetings, meeting with the Village Manager and team to coordinate activities that will have minimal impacts to the community, responding to inquiries and claims. Size: Harbour Way and E Bay Drive Cost: $N/A e. (1) TITLE AND LOCATION (City and State) See Project ___ in Section F (2) YEAR COMPLETED City of Miai Beach, Sunset Harbour Pump Station Improvement Project, Miami Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Public Information 2013 to 2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Specific Role. Served as the Public Information Officer on Miami Beach’s first pump station and roadway elevation project to mitigate flooding and sea level rise. Work included meeting one-on-one with stakeholders, coordinating daily construction with local businesses and working with residents to minimize impacts to the community. Size: Sunset Harbour Neighborhood Cost: $N/A 48CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 CES CONSULTANTS | RFQ 476-11906 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Maurice Tobon Resume Role a. TOTAL b. WITH CURRENT FIRM 28 13 15. FIRM NAME AND LOCATION (City and State) CES Consultants – Miami, FL 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) M.E. – Civil Engineering, University of Florida, B.S. – Civil Engineering, University of Florida Professional Engineer: Florida (License No. 49373), Project Management Professional (PMP) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards) Tobon M., Pettit C. (2017), Toolkit for Climate-Water Utility Operations, USAID. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Wat er an d Wastewa ter Ma sterplan, Palm Bea ch Cou nt y Wa ter Utilities Depa rt m ent PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Direct or of Engin eerin g/Program Ma nager, Mr. Tobon was at an Executive level position managing and providing leadership to a staff of 35 in the Engineering Division and consultant Program Managers for the Water Utilities Department $ 400 Million CIP. Staff includes a total of over 10 professional engineers, construction managers, engineering inspectors and support staff. Personally, responsible for creating the Program Management program (WUD 2020 Capital Improvements Program) by effectively managing staff and consultant partners. Responsible for developing organizational performance measures and structures that balance out competing interests while exercising established policies and procedures, streamlining production and enhancing department’s cross functionality and efficiency. b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED 20 12 Water an d Wastewater Masterpl an, Palm Beach County Water Utilities Depa rt m ent PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2012 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Direct or of Engin eerin g, This project was for the development of the 2012 Water and Wastewater Masterplan for Palm Beach County Water Utilities Department. Both masterplans recommended over 500 million dollars in capital projects which served as the basis for ongoing Capital Improvement Program. The masterplans were developed by consultants under the direction and supervision of Mr. Tobon. c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED St ormwater Management Anal ysis River Oaks an d Edgewood Commun ities, City of F ort La uderdal e P ublic Servi ces, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2011 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm E ngineering Desi gn Manager, The project was for the development of options to deal with repetitive flooding on these two neighborhoods. The recommendations produced by the consultant in this report for these areas was included with the gravity sewer extension project into these areas. Mr. Tobon was actively involved as technical review and responsibility to include the improvements into the Waterworks 2011 Program. d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Wat er an d S ewer Servi c e t o Nort h Count y Airport, Palm Beach Cou nty W at er Utilit i es D epa rtmen t PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Direct or of Engin eerin g, Construction of a 3-mile water main and sewer force main to serve North County Airport. Project also consisted of a jack and bore under an active railroad track. Project was designed and managed during construction by County staff. Mr. Tobon was responsible for the directing and advising on the design and guidance during construction. 49CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 STANDARD FORM 330 (REV 8/2016)  PAGE F-1 In its continuing efforts to address sea level rise, the City of Miami Beach awarded Ric-Man Construction and CES with this design/build contract for neighborhood improvements throughout the West Avenue Corridor. The scope of work for this project includes the complete replacement and rehabilitation of all public underground water, sanitary sewer, and storm sewer utilities, including a new 80,000 GPM storm water pump station within the project’s corridor. In addition, as the lead civil designer, CES s responsible for the complete street redesign which includes raising the existing grade of the roadway by approximately 2 feet, a revised typical section to incorporate a pedestrian/bicyclist-friendly corridor, public/private property harmonization, new traffic signals, street lighting, and landscaping. This contract also includes the design of a “bay walk”, which extends into Biscayne Bay, west of the proposed pump station. The utilities being installed include 16,000 LF of water main, 7,050 LF of sanitary gravity sewer, 12,800 LF of storm sewer and an 80,000 GPM stormwater pump station and outfall. F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT 20. EXAMPLE PROJECT KEY NUMBER 1 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED West Avenue Neighborhood and Resiliency Improvements Design/ Build, Miami Beach FL PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2017 Ongoing 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER City of Miami Beach Michael R. Fischer (954) 426-1221 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. CES Consultants, Inc. Miami, FL Prime b. 50CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 STANDARD FORM 330 (REV 8/2016)  PAGE F-1 Project Overview The Miami-Dade County Water and Sewer Department (WASD), in an effort to comply with the 2013 Consent Decree and improve operation its wastewater collection system to achieve compliance, established the Pump Station Improvement Program (PSIP). Under this program, WASD will repair or replace over 140 existing and non-compliant wastewater pump stations. The improvements vary from pump upgrades to complete pump station and force main upgrades. Scope of Work CES is one of the design consultants selected to analyze and design the improvements to the non-compliant pump stations. C E S i s desig nin g i mprovements for over twent y (20) pump stations a nd connect i ng forc e mains. Our team provides full design services, which includes surveying, geotechnical engineering, civil engineering, mechanical engineering, structural engineering, and electrical engineering. The main complexities of these projects and designs are the accelerated schedules required to meet the Consent Decree schedules. The aggressive schedule requires efficient project management and effective project controls. CES is providing the following services: • Topographic and Utility Survey • Geotechnical Investigations • Utility Coordination • Design Services – pump sizing, electrical, structural • Permitting • Project Management • Construction Management F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT 20. EXAMPLE PROJECT KEY NUMBER 2 21. TITLE AND LOCATION (City and State)22.YEAR COMPLETED Pump Station Improvement Program Design, Miami-Dade Water and Sewer Department, FL PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Ongoing Ongoing 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Miami-Dade County Water & Sewer Dept. – PSIP Team Reinaldo J. Rivera, PE 305-446-7450 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. CES Consultants, Inc Pembroke Pines, FL Prime b. 51CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 STANDARD FORM 330 (REV 8/2016)  PAGE F -1 Project Overview The City of North Miami retained CES Consultants, Inc. to prepare a hydraulic model, and provide design, permitting, and construction services for 10,500 feet of 10/12-inch replacement force main in NW 12th Avenue extending from NW 95th Street to NW 125th Street. The new pipeline will connect to the WASD 48-inch force main leading to the North District WWTP. The project, located in Miami-Dade County and within the City, replaces aging asbestos-cement and cast-iron force mains with corrosion resistant PVC pipe. Twenty-one private pump station force main connections, and two City pump station connections, require relocation and re-connection to the new force main as well as planning for uninterrupted service during construction. Scope of Work The design prepared by CES consisted of a single force main with capacity to handle the flows from the two existing force mains, plus a reserve capacity for future development. The design incorporated plan and profile sheets, soft digs to identify existing utilities with conflicting as-built data, specifications, and permits. CES provided the following services: Hydraulic Modeling Basis of Design Report with Alternatives Complete Plan and Profile Design Value Engineering Preparation of Specifications Cost estimating and scheduling F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT 20. EXAMPLE PROJECT KEY NUMBER 3 21. TITLE AND LOCATION (City and State)22.YEAR COMPLETED Force Main Improvements- - NW 12th Avenue, North Miami, FL PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2014-2016 N/A 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER City of North Miami Wisler Pierre-Louis, P.E. 305-895-9830 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. CES Consultants, Inc Pembroke Pines, FL Prime b. 52CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 STANDARD FORM 330 (REV 8/2016)  PAGE F-1 Project Overview CES provided engineering analysis and storm water drainage design for a closed storm water management system of approximately 0.75 mile along SW 27th Avenue from US-1 to Bay Shore Drive. The purpose of the project is to improve traffic via roadway widening, median installations, redesigns of intersections, and improvements to drainage, parking, lighting, signalization, and landscaping in the Coconut Grove neighborhood of the City of Miami. Land use is a combination of residential and commercial. Since the roadway is part of an older, well established neighborhood, many different utilities are installed within the Right-of-Way. The project corridor includes a 30-inch water main and smaller water main, as well as gas, multiple fiber-optic cable duct banks, sanitary sewers, and force mains. Other complicating factors in the design include low grade elevation and a high groundwater table at the southern end of the project, which is adjacent to Biscayne Bay; higher elevations in the mid-section; and ‘normal’ elevations around the northern end. Scope of Work The proposed drainage design has been developed in accordance with guidelines set forth by the County and by the Florida Department of Transportation. The design consists of approximately 70 structures, as well as 3,000 LF of piping and 2,000 LF of French drains divided into eight (8) independent, closed systems. By creating independent systems, CES has been able to develop a design that satisfies the requirements while also securing significant cost savings to the client compared to the traditional approach used to create interdependent systems. Ser vi ces Provided : Drainage Design Hydraulic Analysis Permitting Interagency Coordination F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT 20. EXAMPLE PROJECT KEY NUMBER 4 21. TITLE AND LOCATION (City and State)22.YEAR COMPLETED MDPWD SW 27th Avenue Roadway Reconstruction PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2009 2011 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Miami-Dade County Public Works Department Favio Laverde, P.E. 305-594-0735 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. CES Consultants, Inc Pembroke Pines, FL Prime b. 53CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 STANDARD FORM 330 (REV 8/2016)  PAGE F -1 Project Overview The Miami-Dade County Water and Sewer Department (WASD) planned for the improvement of the hydraulic capacity of the wastewater system within the Doral Basin with the construction of a 48-inch transmission force main. The 48-inch force main will extend along NW 54th Street between NW 79th Avenue and NW 72nd Avenue, connecting two existing large diameter force mains and relieving capacity restrictions. The new pipeline will connect an existing 16-inch force main along NW 79th Avenue and a 48-inch along NW 72nd Avenue. Scope of Work The design services included a preliminary pipeline route analysis and layout, review probable utility conflicts, and preliminary design of the 48-inch transmission force main. The pipeline was designed for either PCCP or ductile iron pipe installation. The project is located within the central area of Doral and includes 4,200 linear feet of force main and 400 linear feet of micro-tunneling to cross underneath SR 826. Additionally, the project requires the relocation of existing drainage structures, drainage pipes, and water mains. The primary complexities of this project are the numerous existing utilities within this highly traveled commuter and local traffic roadway. Additionally, the coordination to minimize traffic impacts, along with the micro-tunneling component to cross SR 826, adds to the complexity of this design. CES assisted the prime consultant with preliminary design, CADD services, design assistance, and quality assurance reviews. The project includes the following: Utility identification and conflict resolution 400 feet of micro-tunneling under a major south Florida highway – SR 826 4,200 feet of DIP or PCCP force main Six (6) line and connection valves, and two (2) air release valves Approximately 10,000 SY of roadway milling and repaving, and roadway traffic re-stripping in accordance Miami Dade Public Works standards F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT 20. EXAMPLE PROJECT KEY NUMBER 5 21. TITLE AND LOCATION (City and State)22.YEAR COMPLETED NW 54th Street 48-inch Force Main, Doral, FL - MDWASD PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2015 N/A 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water & Sewer Department Roberto Ortiz, PE Brown & Caldwell 305-704-4429 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. CES Consultants, Inc Pembroke Pines, FL Subconsultant b. 54CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 STANDARD FORM 330 (REV 8/2016)  PAGE F-1 The Marina del Mar II Shoreline Stabilization and Marina Project is on an 8.7-acre parcel that is planned for redevelopment. A 17-story second tower is planned to the west of the existing tower, and a new parking garage will be part of the redevelopment. The waterfront scope includes both upland and submerged lands parcels. The multi-phase site redevelopment project includes demolition of an existing overwater concrete platform that is integrated with an existing structural pool deck, replacement of approximately 1,176 lf of existing bulkhead with outfall penetrations, and installation of riprap mitigation to compensate for unavoidable marine biological resource impacts. Marine hydrographic surveys and marine biological assessments were completed to support the design and permitting process. Seagrass impact minimization measures were implemented, and mitigation for unavoidable seagrass impacts was negotiated as part of the environmental permitting process with the U.S. Army Corps of Engineers and Miami-Dade County DERM. A second-phase 200-foot bulkhead replacement and marina redevelopment is in the conceptual design phase. The bulkhead replacement has been designed with steel sheet piling in a cantilever configuration. The design was coordinated with the upland architects to account for the proposed promenade and for utility connections for the marina utilities. The stormwater outfalls were coordinated with the upland civil engineers, and include the required manatee grates. The construction plans were permitted through the building department of the City of Sunny Isles Beach. Tim Blankenship is the project manager overseeing the planning, design, and regulatory permitting for the shoreline stabilization. He is also engineer-of-record for the project. Christy Brush is the senior environmental manager overseeing processing of the environmental permits, including environmental impact/mitigation assessments and mitigation negotiations. F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT 20 . EXAMPLE PROJECT KEY NUM BER 6 21. TITLE AND LOCATION (City and State)22.YEAR COMPLETED Marina del Mar II, Sunny Isles Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2020 (Est.) 2020 (Est.) 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Century Towers Associates Mr. Richard Brock (305) 885-8000, ext. 7447 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. Moffatt & Nichol, Inc. Miami, FL Mr. Blankenship is the Project Manager and Ms. Brush is the Environmental Lead for this project. b. 55CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01STANDARD FORM 330 (REV 8/2016)  PAGE F -1 Scope of Work This design-build project for Master Pump Station No. 3 involves the installation of 5,000 lineal feet of 30- and 48- inch-diameter gravity sanitary sewer interceptors. Upon completion, these improvements will increase sewer capacity throughout the commercial and residential districts of the Brickell area in Downtown Miami. The target design service life for the upgrades is approximately 80 years. Site constraints in this heavily trafficked urban core with numerous existing underground utilities, prompted the use of micro-tunneling methods. By and large, gravity sewer interceptors will be installed using a 48-inch- diameter micro-tunneling boring machine (MTBM) with invert depths of 15 to 25 feet below the surface. Permanent access man-hole structures and ten vertical shafts will also be built to facilitate the launch and retrieval of the MTBM. As the geotechnical consultant to the design-build team, Langan assisted with the preparation of the technical proposal during the procurement phase. During the design phase, Langan provided the subsurface investigation and geotechnical engineering evaluation required for designing vertical shafts, man-hole structures and sewer pipelines. Geotechnical parameters were also developed to support micro- tunneling and excavation methods. Langan also performed an environmental assessment along the project alignment to identify potential sources of soil and groundwater contamination. Langan prepared all permitting plans and documents to perform subsurface investigations though close coordination with various state and local stakeholders including the Florida Department of Transportation, Miami-Dade County and the City of Miami. Langan is currently providing construction administration and support during the construction of the shafts, excavations and pipeline installation with the MTBM. F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT 20. EXAMPLE PROJECT KEY NUMBER 7 21. TITLE AND LOCATION (City and State)22.YEAR COMPLETED GRAVITY SEWER INTERCEPTORS FOR MASTER PUMP STATION NO. 3 PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2015 2015 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Miami-Dade Water and Sewer Department David L. Adair, PE – Jacobs Engineering 813.676.2032 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Relevance to This Contract: Design-Build of Public Infrastructure Duration: 2014 – 2015 Cost (fee): $18.8M Key Personnel: Rafael M. Pina, PE; Matthew E. Meyer, PE, D.GE (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. Langan Engineering & Environmental Miami, Florida Prime b. 56CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 STANDARD FORM 330 (REV 8/2016)  PAGE F -1 The client was the Florida Department of Transportation, District 6. Project includes lane reconfiguration, minor widening and signing improvements to enhance traffic maneuvers. Project also includes minor widening, milling & resurfacing, ADA upgrades, enhanced signing & pavement markings, signalization, and drainage improvements. The location of the project is in downtown Miami, with heavy pedestrian and vehicular traffic. Maintenance of Traffic Control plans were critical to keep access for everyone in the area. F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT 20. EXAMPLE PROJECT KEY NUMBER 8 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED SR-5 (SW 2nd Ave/Street) Safety and RRR Miami, FL PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2018 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER FDOT District 6 Fabiana Gonzalez, P.E. 305-470-5183 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Relevance to This Contract:  How are the scope or other project requirements similar? Note the most important features in just a few bullets  Indicate if the customer with the same agency or market?  Explain how are the project locations similar?  Etc. Duration: 2014 – 2018 Cost (fee): $1.4M Key Personnel: Steve Hughes, P.E.; MarQuellus Bennett, P.E. Safety: No known safety issues during construction (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. CTS Engineering, Inc. Miami, FL Prime b. 57CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 STANDARD FORM 330 (REV 8/2016)  PAGE F -1 The client was the Florida Department of Transportation, District 6. Project includes repurposing of the outside through lanes to bike lanes with on -street parking. Project also includes milling & resurfacing, ADA upgrades, enhanced signing & pavement markings, signalization, and drainage improvements. The project included a complete change to the typical section, making the traffic control plan and access management critical. F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT 20. EXAMPLE PROJECT KEY NUMBER 9 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED NW 7th Avenue Complete Streets and RRR Miami, FL PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2018 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER FDOT District 6 Gabriel Delgado/Jason Chang 305-470-5260 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Relevance to This Contract:  How are the scope or other project requirements similar? Note the most important features in just a few bullets  Indicate if the customer with the same agency or market?  Explain how are the project locations similar?  Etc. Duration: 2014 – 2018 Cost (fee): $1.6M Key Personnel: Steve Hughes, P.E.; Eva Campello, P.E. Safety: No known safety issues (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. CTS Engineering, Inc. Miami, FL Prime b. 58CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 STANDARD FORM 330 (REV 8/2016)  PAGE F-1 Scope of Work The City of Miami Beach is installing three pump stations, a new water line, drainage structures, roadway reconstruction and hardscape features in one of Miami Beach’s most affluent neighborhoods, Palm and Hibiscus Islands. Public Information services include obtaining license agreements for driveway harmonization, water meter conversion agreements and ongoing coordination with hundreds of Miami Beach residents. The PIO team was responsible for obtaining over 200 signed water meter conversion agreements and over 100 property harmonization agreements. In addition, works with the community on a daily basis to communicate ongoing construction activities. We are tasked with the distribution of weekly community updates, scheduling and attending field meetings, maintaining daily call and inquiry logs and developing project information. This project is one of the first sea level rise mitigation improvement projects in Miami Beach and will be reference when implementing future infrastructure improvement projects. F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT 20. EXAMPLE PROJECT KEY NUMBER 10 21. TITLE AND LOCATION (City and State)22.YEAR COMPLETED Palm and Hibiscus Island – Neighborhood Improvement Project (Miami Beach, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Public Information 2016 to 2019 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER City of Miami Beach Olga Sanchez 305.673.7071 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Relevance to This Contract: Community outreach in a coastal community and the installation of pump stations City of Miami Beach is adjacent to Sunny Isles and shares the same sea level and flood mitigation concerns Installation of pump stations in the Golden Shores community will require close coordination with the area residents, surrounding business owners similar to Palm and Hibiscus Island. Coordination of daily impacts, vibration monitoring and what to expect during construction will be executed on this contract similar to the efforts on Palm and Hibiscus Island. Duration: January 2016 to late 2019 Cost (fee): $N/A Key Personnel: Monica Diaz, Maria Alzate Safety: PIO team met with over 200 residents and executed more than 100 harmonization agreements. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. Infinite Source Communications Group Miami, FL Public Information b. 59CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 AECOM | SOLICITATION # STANDARD FORM 330 (REV 8/2016)  PAGE G-1 G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS CONTRACT (From Section E, Block 13) 28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in “Example Projects Key” section below before completing table. Place “” under project key number for participation in same or similar role.) 1 2 3 4 5 6 7 8 9 10 Fernando Vazquez, PE Principal in Charge  Jose Caraballo, PE Project Manager      Ranthus Fouch, PE QA/QC      Gustavo Silva, EI Stormwater   Erik Alcantara, EI Stormwater   Jose Compress, PE Pump Station   Simon Sainsbury, PE Pump Station   Jafet Torres, PE Pump Station   Tatiana Machado BIM/Autocad 3D   Timothy K. Blankeship, PE Environmental  Rafael Pina, PE Geotechnical  Marquellus Bennett, MBA, PE Civil Site Lead   Monica Diaz Public Involvement Outreach  29. EXAMPLE PROJECTS KEY NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) 1 West Avenue Neighborhood Improvements Design/Build 6 Marina del Mar II 2 Pump Station Improvements Program Design 7 Gravity Sewer Interceptors for Master Pump Station No. 3 3 Force Main Improvements – NW 12th Avenue 8 SR-5 (SW 2nd Ave/Street) Safety and RRR 4 MDPWD SW 27th Avenue Roadway Reconstruction 9 NW 7th Avenue Complete Streets and RRR 5 NW 54th Street 48-Inch Force Main 10 Palm and Hibiscus Island – Neighborhood Improvement Project 60CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 OVERVIEWFIRM CES CONSULTANTS, INC. (CES) is a full-service engineering firm founded in 2001. The firm, which is minority-owned, provides professional engineering services to municipal and private sector clients. Since the firm’s inception, CES personnel have been involved in some of the largest infrastructure improvement projects in Florida. The company’s professional staff has experience in the areas of Civil Engineering, Water & Wastewater Design, Roadway, Grading and Drainage Design, Structural Engineering, Mechanical and Electrical Engineering, Program Management, Construction Management, Project Control, Cost Control, Estimating, Inspection Services, Permitting Services, QA/QC, Primavera Scheduling, and Owner Representation. Our company is comprised of a team of approximately 100 professionals who have worked together on a variety of successful projects, amassing a consistent and proven record of excellent performance. Not only does CES bring clients’ plans to life, but it also exceeds their expectations. In the public arena, the firm provides ongoing municipal engineering and construction services for many communities and agencies: Miami-Dade County Aviation Department, Miami-Dade County Water & Sewer Department, Miami-Dade County Public Works Department, City of Miami Beach, City of Miramar, City of Homestead, City of Ft. Lauderdale, South Florida Water Management District, Broward County Housing Authority, and the Town of Palm Beach, among others. To date, the company has helped many clients navigate the complex study and approval processes that must be completed prior to the design and construction of small-and-large-scale municipal, county, state, federal and private improvement projects and developments. Its consistent on-time, on-budget delivery of projects has enabled CES to retain its client pool and receive repeat business and grow/graduate beyond the Small Business Enterprise programs. CES recognizes the importance of teamwork, always open to utilizing the services of specialty consultants such as ecologists, biologists, environmental remediation experts, or others as each unique project requires. The company’s extensive experience with the relevant regulatory agencies enables it to obtain permits efficiently and effectively. CES offices are currently located in Miami, Pembroke Pines, West Palm Beach and Jacksonville, Florida as well as New York City and soon to be the Tampa Bay Area. Typical services include the following: Civil Engineering CES has full in-house capabilities to provide civil engineering services, infrastructure and utility design, construction observation, and construction management services for a variety of public and private projects for multi-use and single-purpose and/or community improvement developments. CES has participated in important infrastructure projects for numerous governmental agencies, including Miami-Dade Water and Sewer Department, City of Orlando, Broward County, JEA, City of Miami Beach, the City of Miramar, the South Florida Water Management District, the Florida Department of Transportation, and others. The CES Staff has extensive experience in the design and construction administration of water and sewer utility projects ranging from 6”- to 96”-diameter piping networks, pump stations, master planning and drainage modeling. Our professional staff also brings considerable experience with roadway improvements, site development, parks and recreational facilities, stormwater management improvements, airport-related projects, program management, and commercial and industrial facilities. The company furnishes services ranging from Feasibility Studies and Preliminary Engineering Reports to Design and Construction Management. AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (1/2004) PAGE 1 of 14 MANDATORY USE DATE OF FORM 6/2004 H. ADDITIONAL INFORMATION I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. SIGNATURE DATE May 25, 2016 NAME AND TITLE Rudy M. Ortiz, PE, CGC, President / CEO 61CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 Structural Engineering CES staff has provided structural engineering services on numerous projects to municipal and private clients in Florida, New York, the Dominican Republic, and Puerto Rico. The CES structural engineering staff has extensive experience in inspection and evaluation, structural design of buildings, foundations and water related structures, refurbishments, and construction phase services. Its structural engineering staff is also familiar with all applicable local building codes and design guidelines. Project Management CES offers complete project management services to public and private owners. CES’s extensive experience gives it a unique understanding of what can potentially affect any project, thereby allowing CES to pre-empt such events. Project management is an integral part of everything CES does. The company carefully plans and organizes all resources to achieve the project’s specific objective, and utilizes the latest tools and technology to accomplish this function. Whether a project involves construction of a new building or major public works project, or the planning of a new water distribution system, CES knows that the basic elements of effective project management remain the same. Consequently, all projects require the creation of a project plan that defines the project goals and objectives, and delineates the steps along the way. The plan also identifies tasks and the resources needed, and defines the budget and schedule required for completion. Another key aspect of any project management assignment is the assembling of the best team members for each unique project, and to support them with the best possible leadership. As a construction project manager, CES has managed all phases of construction from pre-design through completion, including scheduling, estimating, cost control, expediting, inspection, contract administration, and management of designers, contractors, subcontractors, and suppliers. With its considerable experience, CES is able to identify potential trouble spots on a project before they develop into problems, and recommend corrective action through planning and project controls. Construction Management CES’s experienced professionals offer various areas of expertise in Construction Management. The firm has completed projects for a variety of clients such as the Department of Veterans Affairs, Miami-Dade Water & Sewer Department, US Army Corps of Engineers, US Navy, and US Air Force. The company has also performed QA/QC on several School Board Projects in Dade, Broward, and Palm Beach Counties, and has also worked on Dade County Sports and Entertainment Complexes such as The American Airlines Arena, The Marlins Stadium and The Performing Arts Center. CES’s Construction Management team provides exceptional quality service to all of its clients. Scheduling CES utilizes Primavera and Microsoft Project products for scheduling and construction management tasks. These products also allow all team members to access project data at anytime. We utilize these tools to effectively allocate resources, assign responsibilities and set timetables for project activities. H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS AS NEEDED. I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. 31. SIGNATURE 32. DATE 33. NAME AND TITLE STANDARD FORM 330 (REV. 8/2016) PAGE 5 11/1/2018 Rudy M. Ortiz, PE, CGC / CEO 12/10/18 62CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 ARCHITECT -E N GI N E E R Q UAL IFICA TI ONS 1. SOLICITATION NUMBER (If any) PART II - G ENER AL QUALIF ICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM (OR BRANCH OFFICE) NAME C ES Consultants, Inc. 3. YEAR ESTABLISHED 2001 4. DUNS NUMBER 021359208 2b. STREET 3150 SW 38th Avenue, Suite 450 5. OWNERSHIP a. TYPE S. Corporation 2c. CITY Miami 2d. STATE FL 2e. ZIP CODE 33146 b. SMALL BUSINESS STATUS MBE/SBE/DBE 6a. POINT OF CONTACT NAME AND TITLE Rudy M. Ortiz, PE, CGC 7. NAME OF FIRM (If block 2a is a branch office) N/A 6b. TELEPHONE NUMBER 305-827-2220 6c. E-MAIL ADDRESS rortiz@cesconsult.com 8a. FORMER FIRM NAME(S) (If any) 8b. YR. ESTABLISHED 8c. DUNS NUMBER N/A N/A N/A 9. EMPLOYEES BY DISCIPLINE 10. PROFILE OF FIRM’S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a. Function Code b. Discipline c. No. of Employees a. Profile Code b. Experience c. Revenue Index Number (see below) (1) FIRM (2) BRANCH 02 Administrative 22 4 A05 Airports; 1 08 CADD Technician 5 1 C15 Construction Management 4 12 Civil Engineer 32 3 C18 Cost Estimating 1 14 Computer Programmer D08 Dredging Studies and Design 15 Construction Inspector 47 2 E09 Environmental Impact Studies 16 Construction Manager 6 1 E11 Environmental Planning 18 Cost Engineer / Estimator 2 E12 Environmental Remediation 23 Environmental Engineer 1 E13 Environmental Testing / Analysis 29 GIS Specialist 1 G04 GIS Services 1 53 Scheduler 3 H03 Hazardous, Toxic, Remediation 57 Structural Engineer 2 1 R04 Recreation Facilities 58 Technician R11 Rivers; Canals; Waterways 60 Transportation Engineer 6 S04 Sewage Collection, Treatment 2 62 Water Resources Engineer 2 1 S07 Solid Wastes; Incineration; Landfill Other Employees S13 Storm Water Handling & Facilities 5 U02 Urban Renewal; Community Devel. W02 Water Res.; Hydrology 1 W03 Water Supply; Treatment, etc. 4 Management Consulting Total 129 11. ANNUAL AVERAGE PROFESSIONAL SERVICES REVENUES OF FIRM FOR LAST 3 YEARS (Insert revenue index number shown at right) PROFESSIONAL SERVICES REVENUE INDEX NUMBER 1. Less than $100,000 2. $100,000 to less than $250,000 3. $250,000 to less than $500,000 4. $500,000 to less than $1 million 5. $1 million to less than $2 million 6. $2 million to less than $5 million 7. $5 million to less than $10 million 8. $10 million to less than $25 million 9. $25 million to less than $50 million 10. $50 million or greater a. Federal Work 1 b. Non-Federal Work 6 c. Total Work 1 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. SIGNATURE b. DATE 12/10/2018 63CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 A R C H I T E C T -E N G I N E E R Q U A L I F I C A T I O N S 1. SOLICITATION NUMBER (If any) P A R T I I - G E N E R A L Q U A L I F I C A T I O N S (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM (OR BRANCH OFFICE) NAME Infinite Source Communications 3. YEAR ESTABLISHED 2009 4. DUNS NUMBER 96-206-5830 2b. STREET 7270 NW 12 Street, Ste 300 5. OWNERSHIP a. TYPE Public Information 2c. CITY Miami 2d. STATE FL 2e. ZIP CODE 33138 b. SMALL BUSINESS STATUS Miami-Dade SBE, State DBE, State MBE 6a. POINT OF CONTACT NAME AND TITLE Monica Diaz 7. NAME OF FIRM (If block 2a is a branch office) n/a 6b. TELEPHONE NUMBER 305.984.2715 6c. E-MAIL ADDRESS monica@iscprgroup.com 8a. FORMER FIRM NAME(S) (If any) 8b. YR. ESTABLISHED 8c. DUNS NUMBER 9. EMPLOYEES BY DISCIPLINE 10. PROFILE OF FIRM’S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a. Function Code b. Discipline c. No. of Employees a. Profile Code b. Experience c. Revenue Index Number (see below) (1) FIRM (2) BRANCH 02 Administrative A05 Airports; 06 Architect C15 Construction Management 07 Biologist C18 Cost Estimating 08 CADD Technician D08 Dredging Studies and Design 10 Chemical Engineer E09 Environmental Impact Studies 12 Civil Engineer E11 Environmental Planning 14 Computer Programmer E12 Environmental Remediation 15 Construction Inspector E13 Environmental Testing / Analysis 16 Construction Manager G04 GIS Services 18 Cost Engineer / Estimator H03 Hazardous, Toxic, Remediation 22 Electronics Engineer R04 Recreation Facilities 23 Environmental Engineer R11 Rivers; Canals; Waterways 29 GIS Specialist S04 Sewage Collection, Treatment 34 Hydrologist S07 Solid Wastes; Incineration; Landfill 52 Sanitary Engineer S13 Storm Water Handling & Facilities 53 Scheduler U02 Urban Renewal; Community Devel. 57 Structural Engineer W02 Water Res.; Hydrology 58 Technician W03 Water Supply; Treatment, etc. 60 Transportation Engineer 62 Water Resources Engineer Other Employees – Public Outreach 7 Total 11. ANNUAL AVERAGE PROFESSIONAL SERVICES REVENUES OF FIRM FOR LAST 3 YEARS (Insert revenue index number shown at right) PROFESSIONAL SERVICES REVENUE INDEX NUMBER 1. Less than $100,000 2. $100,000 to less than $250,000 3. $250,000 to less than $500,000 4. $500,000 to less than $1 million 5. $1 million to less than $2 million 6. $2 million to less than $5 million 7. $5 million to less than $10 million 8. $10 million to less than $25 million 9. $25 million to less than $50 million 10. $50 million or greater a. Federal Work 1 b. Non-Federal Work 4 c. Total Work 4 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. SIGNATURE b. DATE 11.30.18 64CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 65CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 STANDARD FORM 330 (REV. 8/2016) ARCHITECT-ENGINEER QUALIFICATIONS 1. SOLICITATION NUMBER (If any) PART II – GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM (OR BRANCH OFFICE) NAME MOFFATT & NICHOL 3. YEAR ESTABLISHED 2013 4. UNIQUE ENTITY IDENTIFIER 079836171 2b. STREET 2937 SW 27th Avenue, Suite 101A 5. OWNERSHIP a. TYPE Corporation 2c.CITY Miami 2d. STATE FL 2e. ZIP CODE 33133 b. SMALL BUSINESS STATUS 6a. POINT OF CONTACT NAME AND TITLE Timothy K. Blankenship, PE, Senior Coastal Engineer 7. NAME OF FIRM (If block 2a is a branch office) MOFFATT & NICHOL6b. TELEPHONE NUMBER (305) 230-1924 6c. E-MAIL ADDRESS tblankenship@moffattnichol.com 8a. FORMER FIRM NAME(S) (If any) 8b. YR. ESTABLISHED 8c. UNIQUE ENTITY IDENTIFIER Moffatt & Nichol Engineers 1957 054860010 9. EMPLOYEES BY DISCIPLINE 10. PROFILE OF FIRM’S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a. Function Code b. Discipline c. No. of Employees a. Profile Code b. Experience c. Revenue Index Number (see below) (1) FIRM (2) BRANCH 02 Administration 99 C07 Coastal Engineering 2 08 CADD Technician 77 D04 Design-Build Preparation of RFPs 1 12 Civil Engineer 62 D08 Dredging Studies & Design 1 15/16 Construction Inspector/Manager 9 E03 Electrical Studies & Design 1 21 Electrical Engineer 11 E09 EIS, EA, Environmental Statements 2 23/24 Environmental Engineer/Scientist 12 2 H01 Harbors; Jetties; Piers; Ship Terminals 1 29 GIS Specialist 7 P05 Planning (Community, Regional) 1 42 Mechanical Engineer 9 P06 Planning (Site, Installation, & Project) 1 47 Planner: Urban/Regional 1 M02 Materials Handling Systems 1 48 Project Manager 32 1 R04 Recreation Facilities (Parks, Marinas) 2 57 Structural Engineer 136 1 R11 Rivers; Canals; Flood Control 1 60 Transportation Engineer 33 S13 Stormwater Handling & Facilities 1 62 Water Resources Engineer 17 W02 Water Resources; Groundwater 1 Coastal/Hydraulic Engineer 64 3 Civil Site Work 1 Dredging Specialist/Engineer 3 Lake Rehabilitation & Management 1 NEPA Planners 3 Mathematical Modeling 1 Port Planner/Engineer 14 Wetlands 1 Rail Engineer/Specialist 8 Transportation Economist 8 Transportation Planner 3 Waterfront Planner 4 Other Employees 59 Total 671 7 11. ANNUAL AVERAGE PROFESSIONAL SERVICES REVENUES OF ENTIRE FIRM FOR LAST 3 YEARS (Insert revenue index number shown at right) PROFESSIONAL SERVICES REVENUE INDEX NUMBER 1.Less than $100,000 6.$2 million to less than $5 million 2.$100,000 to less than $250,000 7.$5 million to less than $10 million 3.$250,000 to less than $500,000 8.$10 million to less than $25 million 4.$500,000 to less than $1 million 9.$25 million to less than $50 million 5.$1 million to less than $2 million 10.$50 million or greater a. Federal Work 8 b. Non-Federal Work 10 c. Total Work 10 12.AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a. SIGNATURE b. DATE 02/06/18 c. NAME AND TITLE Eric A. Nichol, PhD, PE, President 66CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 ARCHITECT-ENGINEER QUALIFICATIONS 1. SOLICITATION NUMBER (If any) PART II - GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM (OR BRANCH OFFICE) NAME CTS Engineering, Inc. 3. YEAR ESTABLISHED 2009 4. DUNS NUMBER 2b. STREET 8095 NW 12th Street, Suite 315 5. OWNERSHIP a. TYPE Corporation 2c. CITY Doral 2d. STATE FL 2e. ZIP CODE 33126 b. SMALL BUSINESS STATUS Active 6a. POINT OF CONTACT NAME AND TITLE Sheng Yang, P.E. - President 7. NAME OF FIRM (If block 2a is a branch office) 6b. TELEPHONE NUMBER (305)599-8698 6c. E-MAIL ADDRESS syang@ctseinc.com 8a. FORMER FIRM NAME(S) (If any) 8b. YR. ESTABLISHED 8c. DUNS NUMBER N/A N/A N/A 9. EMPLOYEES BY DISCIPLINE 10. PROFILE OF FIRM’S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a. Function Code b. Discipline c. No. of Employees a. Profile Code b. Experience c. Revenue Index Number (see below) (1) FIRM (2) BRANCH 02 Administrative 3 A05 Airports; 1 06 Architect C15 Construction Management 1 07 Biologist C18 Cost Estimating 1 08 CADD Technician 3 D08 Dredging Studies and Design 1 10 Chemical Engineer E09 Environmental Impact Studies 1 12 Civil Engineer E11 Environmental Planning 1 14 Computer Programmer E12 Environmental Remediation 1 15 Construction Inspector E13 Environmental Testing / Analysis 1 16 Construction Manager G04 GIS Services 2 18 Cost Engineer / Estimator H03 Hazardous, Toxic, Remediation 1 22 Electronics Engineer R04 Recreation Facilities 1 23 Environmental Engineer R11 Rivers; Canals; Waterways 1 29 GIS Specialist 2 S04 Sewage Collection, Treatment 1 34 Hydrologist S07 Solid Wastes; Incineration; Landfill 1 52 Sanitary Engineer S13 Storm Water Handling & Facilities 1 53 Scheduler U02 Urban Renewal; Community Devel. 1 57 Structural Engineer W02 Water Res.; Hydrology 1 58 Technician W03 Water Supply; Treatment, etc. 1 60 Transportation Engineer 20 62 Water Resources Engineer Other Employees 13 Total 41 11. ANNUAL AVERAGE PROFESSIONAL SERVICES REVENUES OF FIRM FOR LAST 3 YEARS (Insert revenue index number shown at right) PROFESSIONAL SERVICES REVENUE INDEX NUMBER 1. Less than $100,000 2. $100,000 to less than $250,000 3. $250,000 to less than $500,000 4. $500,000 to less than $1 million 5. $1 million to less than $2 million 6. $2 million to less than $5 million 7. $5 million to less than $10 million 8. $10 million to less than $25 million 9. $25 million to less than $50 million 10. $50 million or greater a. Federal Work b. Non-Federal Work 2 c. Total Work 2 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. SIGNATURE b. DATE 12/6/2018 67CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 A R C H IT E C T-ENG INEER QUAL IF ICAT IONS 1. SOLICITATION NUMBER (If any) P ART II - GENERAL QUALIFI CATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM (OR BRANCH OFFICE) NAME Langan E ngineering and E n viro nme ntal Ser vices, Inc. 3. YEAR ESTABLISHED 1970 4. DUNS NUMBER 191411016 2b. STREET Parkside Corporate Center, 15150 NW 79th Court, Suite 200 5. OWNERSHIP a. TYPE Corporation 2c. CITY Miami Lakes 2d. STATE FL 2e. ZIP CODE 33016 b. SMALL BUSINESS STATUS n/a 6a. POINT OF CONTACT NAME AND TITLE Cristina M. Gonzalez, P.E., Senior Principal 7. NAME OF FIRM (If block 2a is a branch office) Langan Engineering & Environmental Services 6b. TELEPHONE NUMBER 786.7 64.7200 6c. E-MAIL ADDRESS cgonzalez@langan.com 8a. FORMER FIRM NAME(S) (If any) 8b. YR. ESTABLISHED 8c. DUNS NUMBER 9. EMPLOYEES BY DISCIPLINE 10. PROFILE OF FIRM’S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a. Function Code b. Discipline c. No. of Employees a. Profile Code b. Experience c. Revenue Index Number (see below) (1) FIRM (2) BRANCH 02 Administrative 204 9 A10 Asbestos Abatement 6 08 CADD Technician 12 1 C07 Coastal Engineering 5 11 Chemist 1 C15 Construction Management 12 Civil Engineer 243 6 D02 Dams (Earth; Rock); Dikes; Levees 19 Ecologist 16 E01 Ecological /Archeological Investigations 4 23 Environmental Engineer 177 3 E06 Embassies and Chanceries 6 24 Environmental Scientist 48 1 E09 Envir. Impact Studies, Assessm’ts 5 27 Foundation/Geotechnical Engineers 218 15 E12 Environmental Remediation 7 29 GIS Specialist 17 G04 GIS… and Data Collection 4 30 Geologist 64 4 L02 Land Surveying 8 34 Hydrologist 1 L03 Landscape Architecture 6 36 Industrial Hygienist 1 P06 Planning (Site, Installation, Project) 4 38 Land Surveyor 68 S05 Soils/Geologic Studies; Foundations 10 39 Landscape Architect 15 S11 Sustainable Design 4 47 Planner: Urban/Regional 4 T03 Traffic & Transportation Eng. 7 57 Structural Engineer 1 W02 Water Resources; Hydrology… 4 60 Transportation Engineer 26 Z01 Zoning; Land Use Studies 5 (OTHER) Asbestos/Lead/Mold Specialists 8 Site/Civil Engineering 10 Due Diligence 5 Total 1124 39 11. ANNUAL AVERAGE PROFESSIONAL SERVICES REVENUES OF FIRM FOR LAST 3 YEARS (Insert revenue index number shown at right) PROFESSIONAL SERVICES REVENUE INDEX NUMBER 1. Less than $100,000 2. $100,000 to less than $250,000 3. $250,000 to less than $500,000 4. $500,000 to less than $1 million 5. $1 million to less than $2 million 6. $2 million to less than $5 million 7. $5 million to less than $10 million 8. $10 million to less than $25 million 9. $25 million to less than $50 million 10. $50 million or greater a. Federal Work 6 b. Non-Federal Work 10 c. Total Work 10 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. SIGNATURE b. DATE December 5,2018 Cristina M. Gonzalez, PE, Senior Principal/Senior Vice President 68CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 STANDARD FORM 330 (REV. 3/2013) PAGE ARCHITECT-ENGINEER QUALIFICATIONS 1. SOLICITATION NUMBER (If any) PART II – GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work) 2a. FIRM (OR BRANCH OFFICE) NAME Tobon Engineering 3. YEAR ESTABLISHED 2016 4. DUNS NUMBER 198103033 2b. STREET 5504 NW 86 Way 5. OWNERSHIP a. TYPE Corporation 2c. CITY Coral Springs 2d. STATE FL 2e. ZIP CODE 33067 b. SMALL BUSINESS STATUS 541330 6a. POINT OF CONTACT NAME AND TITLE Maurice Tobon, P.E., President 7. NAME OF FIRM (If block 2a is a branch office) N/A 6b. TELEPHONE NUMBER 954-415-5594 6c. E-MAIL ADDRESS toboneng@bellsouth.net 8a. FORMER FIRM NAME(S) (If any) 8b.YEAR ESTABLISHED 8c. DUNS NUMBER Tobon Engineering and Development, LLC 2005 198103033 9. EMPLOYEES BY DISCIPLINE 10. PROFILE OF FIRM’S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a. Function Code b. Discipline c. No. of Employees a. Profile Code b. Experience c. Revenue Index Number (1) FIRM (2) BRANCH 12 Civil Engineer 1 N/A W03 Water Supply, Treatment & Distribution 2 S04 Sewage Collection, Treatment and Disposal 1 Total 1 1 11. ANNUAL AVERAGE PROFESSIONAL SERVICES REVENUES OF FIRM FOR LAST 3 YEARS (Insert revenue index number shown at right) PROFESSIONAL SERVICES REVENUE INDEX NUMBER 1. 2. 3. 4. 5. Less than $100,000 $100,000 to less than $250,000 $250,000 to less than $500,000 $500,000 to less than $1 million $1 million to less than $2 million 6. 7. 8. 9. 10. $2 million to less than $5 million $5 million to less than $10 million $10 million to less than $25 million $25 million to less than $50 million $50 million or greater a. Federal Work b. Non-Federal Work 2 c. Total Work 2 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a. SIGNATURE b. DATE December 7, 2018 c. NAME AND TITLE Maurice Tobon, P.E., President 69CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 LICENSES Minority Business Certification CES Consultants, Inc. 01/12/2018 01/12/2020 Project Manager Jose Caraballo, PE1 Stormwater Luis Miranda, PE1Lead Chang-xing Jin, PhD, PE1 Erik Alcantara, EI1Gustavo Silva, EI1 Principal in Charge Fernando Vazquez, PE1 Environmental Timothy K. Blankenship, PE3 Geotechnical Rafael Pina, PE5 Hydro Geo Simon Roger5 Survey Eduardo M. Suarez, PSM6 Public Involvement Outreach Monica Diaz7 Resiliency Mauricio Tobon, PE4 Firm Name 1 -CES Consultants, Inc 2 –CTS Engineering 3-Moffat & Nichol 4-Tobon Engineering 5-Langan 6-Longitude 7-Infinite Source Communications Table of organization QA/QC Ranthus Fouch, PE1 Support disciplines BIM/Autocad 3D Tatiana Machado1 Pump Station Jafet Torres, PE1Lead Jose Compress, PE1Arjen Bootsma, PE1Simon Sainsbury, PE1 Civil Site Marquellus Bennett, MBA, PE2Lead Eva Campello, PE2Brent Lee Shue Ling, PE2 Construction Administration Ernest Cano1Lead Leonid (Alex) Melguizovski, CPCM1 71CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 MBE CERTIFICATION Minority Business Certification CES Consultants, Inc. 01/12/2018 01/12/2020 addd subs if we have Woman Business Certification Infinite Source Communications Group, LLC 09/13/2018 09/13/2020 72CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 PROJECTS West Avenue Neighborhood and Resiliency Improvements Design/Build Miami Beach, FL In its continuing efforts to address sea level rise, the City of Miami Beach awarded Ric-Man Construction and CES with this design/build contract for neighborhood improvements throughout the West Avenue Corridor. The scope of work for this project includes the complete replacement and rehabilitation of all public underground water, sanitary sewer, and storm sewer utilities, including a new 80,000 GPM storm water pump station within the project’s corridor. In addition, as the lead civil designer, CES s responsible for the complete street redesign which includes raising the existing grade of the roadway by approximately 2 feet, a revised typical section to incorporate a pedestrian/bicyclist-friendly corridor, public/private property harmonization, new traffic signals, street lighting, and landscaping. This contract also includes the design of a “bay walk”, which extends into Biscayne Bay, west of the proposed pump station. The utilities being installed include 16,000 LF of water main, 7,050 LF of sanitary gravity sewer, 12,800 LF of storm sewer and an 80,000 GPM stormwater pump station and outfall. Clients Name and Address: City of Miami Beach, 3100 SW 15th Street, Deerfield Beach, Fl 33442 Contract Dates: 2017-Ongoing WASD PS 331 Upgrades Miami Lakes, FL CES, as one of the PSIP design consultants, was tasked to analyze and design the improvements for PS 331. This station required a complete conversion from an existing wet well / dry well to a new submersible pump station. The existing pump station was a very large underground facility with a concrete block structure set on grade. The facility was very old and required asbestos and lead investigation, which concluded that abatement was necessary. The original approach to this design was to utilize the underground structure to create a non-conventional wet well, but during the surveying process, it was discovered that the existing pump station was built with a large portion outside of the designated easement. With this information, it was decided to demolish the entire pump station and design a conventional submersible pump station. The design included demolition plans, civil site plans, mechanical plans, structural plans, and electrical plans. The design included a new 8-foot diameter wet well and valve vault, new 34 HP pumps, 10-inch diameter discharge piping, a new receiving manhole, approximately 50 feet of 18-inch gravity piping, and a new electrical control panel. Additionally, an existing FPL transformer required relocation to fit all the features into the easement boundary. Our team provides full design services, which includes surveying, geotechnical engineering, civil engineering, mechanical engineering, structural engineering, and electrical engineering. The main complexities of these projects and designs are the accelerated schedules required to meet the Consent Decree schedules. The aggressive schedule requires efficient project management and effective project controls. Clients Name and Address: Miami-Dade County Water and Sewer Department (WASD), 3071 SW 38th Avenue, Miami, Florida 33146. Contract Dates: 01/20015-04/2016 Q u a l i f i c a t i o n I n f o r m a t i o n & A s s i g n e d P e r s o n n e l Qualification Information & Assigned Personnel 73CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 SIMILAR WORKFIRM REFERENCES & COMPLETED 1. Project Title: WASD PS 440 (Phase 2) Upgrades 2. Project Location: Miami Gardens, FL 3. Project Description: The Miami-Dade County Water and Sewer Department (WASD), in an effort to comply with the 2013 Consent Decree and improve operations of its wastewater collection system, established the Pump Station Improvement Program. Under this program, WASD will repair or replace over 140 existing and non-compliant wastewater pump stations. The improvements vary from pump upgrades to complete pump station and force main upgrades. CES, as one of the design consultants, was tasked to analyze and design the improvements for PS 440 (Phase 2). Phase 1was simply to bring the station to compliance with minimal expense and allow for maintenance access. Phase 2 was to install a completely new submersible pump station within the public right of way. The design included demolition plans, civil site plans, mechanical plans, structural plans, and electrical plans. The original design included a new 8-foot diameter wet well and valve vault, new 10 HP pumps, 6-inch diameter discharge piping, converting the existing wet well into a receiving manhole, installing approximately 120 feet of 18-inch gravity piping, and a new electrical control panel. Our team provides full design services, which includes surveying, geotechnical engineering, civil engineering, mechanical engineering, structural engineering, and electrical engineering. The main complexities of these projects and designs are the accelerated schedules required to meet the Consent Decree schedules. The aggressive schedule requires efficient project management and effective project controls. 4. Owner’s Contact Name and Address: Miami-Dade County Water and Sewer Department (WASD), 3071 SW 38th Avenue, Miami, Florida 33146. Contact Person/Phone No.: Reinaldo Rivera, PE / 305-446-7450 5. Project Duration (Dates): 04/2015-10/2016 6. Was the project completed within schedule? Yes If not, what was the original completion date? 7. Location of office performing work: Pembroke Pines 8. Was applicant the prime firm, or Subconsultant firm? Prime 9. Was work performed in-house? Yes 10. Type/Scope of services provided? Civil Engineering, Structural Engineering, Mechanical Engineering, Electrical Engineering, and Construction Phase Services 11. Names of key team personnel for this project? Jose Caraballo, PE; Engineer of Record, Ranthus Fouch, PE; QC Review 12. Which members of your proposed team worked on this project? Jose Caraballo, PE, Ranthus Fouch, PE 74CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 1. Project Title: WASD PS 331 Upgrades 2. Project Location: Miami Lakes, FL 3. Project Description: CES, as one of the PSIP design consultants, was tasked to analyze and design the improvements for PS 331. This station required a complete conversion from an existing wet well / dry well to a new submersible pump station. The existing pump station was a very large underground facility with a concrete block structure set on grade. The facility was very old and required asbestos and lead investigation, which concluded that abatement was necessary. The original approach to this design was to utilize the underground structure to create a non- conventional wet well, but during the surveying process, it was discovered that the existing pump station was built with a large portion outside of the designated easement. With this information, it was decided to demolish the entire pump station and design a conventional submersible pump station. The design included demolition plans, civil site plans, mechanical plans, structural plans, and electrical plans. The design included a new 8-foot diameter wet well and valve vault, new 34 HP pumps, 10-inch diameter discharge piping, a new receiving manhole, approximately 50 feet of 18-inch gravity piping, and a new electrical control panel. Additionally, an existing FPL transformer required relocation to fit all the features into the easement boundary. Our team provides full design services, which includes surveying, geotechnical engineering, civil engineering, mechanical engineering, structural engineering, and electrical engineering. The main complexities of these projects and designs are the accelerated schedules required to meet the Consent Decree schedules. The aggressive schedule requires efficient project management and effective project controls. 4. Owner’s Contact Name and Address: Miami-Dade County Water and Sewer Department (WASD), 3071 SW 38th Avenue, Miami, Florida 33146. Contact Person/Phone No.: Reinaldo Rivera, PE / 305-446-7450 5. Project Duration (Dates): 01/20015-04/2016 6. Was the project completed within schedule? Yes If not, what was the original completion date? 7. Location of office performing work: Pembroke Pines 8. Was applicant the prime firm, or Subconsultant firm? Prime 9. Was work performed in-house? Yes 10. Type/Scope of services provided? Civil Engineering, Structural Engineering, Mechanical Engineering, Electrical Engineering, and Construction Phase Services 11. Names of key team personnel for this project? Jose Caraballo, PE; Engineer of Record, Ranthus Fouch, PE; QC Review 12. Which members of your proposed team worked on this project? Jose Caraballo, PE, Ranthus Fouch, PE 75CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 1. Project Title: WASD PS 147 Upgrades 2. Project Location: Miami, FL 3. Project Description: WASD in an effort to comply with the 2013 Consent Decree and improve operations of its wastewater collection system, established the Pump Station Improvement Program. Under this program, WASD will repair or replace over 140 existing and non-compliant wastewater pump stations. The improvements vary from pump upgrades to complete pump station and force main upgrades. CES, as one of the design consultants, was tasked to analyze and design the improvements for PS 147. This station required a complete overhaul to convert the existing wet well / dry well to a new submersible pump station. The design included demolition plans, civil site plans, mechanical plans, structural plans, and electrical plans. The original design included a new 8-foot diameter wet well and valve vault, new 56 HP pumps, 10-inch diameter discharge piping, a new electrical control panel, and a 175 KW emergency generator. Since the pump station design included an emergency generator, all assets within the project boundary needed to be set at the Base Flood Elevation plus 2 feet. This made the civil site design on such a small property extremely challenging. Due to the aggressive schedule, CES designed and permitted the pump station with the emergency generator, and negotiated the removal of the generator with DERM. CES redesigned the pump station to remove the emergency generator, reduce the final elevation to the Base Flood Elevation plus 1 foot, and reorganize the pump station layout to better fit within the small property. Our team provides full design services, which includes surveying, geotechnical engineering, civil engineering, mechanical engineering, structural engineering, and electrical engineering. 4. Owner’s Contact Name and Address: Miami-Dade County Water and Sewer Department (WASD), 3071 SW 38th Avenue, Miami, Florida 33146. Contact Person/Phone No.: Reinaldo Rivera, PE / 305-446-7450 5. Project Duration (Dates): 10/20014-3/2016 6. Was the project completed within schedule? Yes If not, what was the original completion date? 7. Location of office performing work: Pembroke Pines 8. Was applicant the prime firm, or Subconsultant firm? Prime 9. Was work performed in- house? Yes 10. Type/Scope of services provided? Civil Engineering, Structural Engineering, Mechanical Engineering, Electrical Engineering, and Construction Phase Services 11. Names of key team personnel for this project? Jose Caraballo, PE; Engineer of Record, Ranthus Fouch, PE; QC Review 12. Which members of your proposed team worked on this project? Jose Caraballo, PE, Ranthus Fouch, PE Barneys Miami D a d e P S I P - L S 0 1 4 7 - R E V 3 2015-04- 2 3 1 Date: Page: Created by : R Sura Project Project no. : Impelle r Impeller ty p e : Ø: Ø: 56.1 hpHead Efficiency Shaft powe r P 2 NPSH-val u e s 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 [ft] 0 10 20 30 40 50 60 70 [%] 0 10 20 30 40 50 60 70 [hp] 0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 [US g.p.m. ] 8 12 16 20 24 28 32 36 40 [ft] Solid size Max. Min. Sel. Single cha n n e l i m p e l l e r 372 mm 325 mm 329 mm Operati n g d a t a Speed: Frequency : Duty point: Discharge p o r t : 1750 rp m 860 US g . p . m . Q = H =110 ft 6" ANSI Power dat a r e f e r r e d t o : W a t e r [ 1 0 0 % ] ; 6 8 ° F ; 6 2 . 3 2 2 l b / f t ³ ; 1 . 0 8 1 8 E - 5 f t ² / s Ø: Perfor m a n c e C u r v e Testnorm: P2>10kW , H I - S t a n d a r d G r a d e 2 B Ø: 2.0 . 1 - 1 4 . 0 5 . 2 0 1 3 ( B u i l d 8 4 ) AMX644- 3 3 0 / 5 6 G U F M 60 Hz 100 mm Rated power P2: Trim Impe l l e r t o 3 2 9 m m P2<10k W , H I S t a n d a r d S e c t . 1 4 . 6 . 3 . 4 . 1 76CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 1. Project Title: WASD PS 449 Upgrades 2. Project Location: Miami Gardens, FL 3. Project Description: The Miami-Dade County Water and Sewer Department (WASD), in an effort to comply with the 2013 Consent Decree and improve operations of its wastewater collection system, established the Pump Station Improvement Program. Under this program, WASD will repair or replace over 140 existing and non-compliant wastewater pump stations. The improvements vary from pump upgrades to complete pump station and force main upgrades. CES, as one of the design consultants, was tasked to analyze and design the improvements for PS 449. This station was a submersible station, but the wet well was undersized in both diameter and depth. The new design included a new 8-foot diameter wet well and valve vault, new 21.5 HP pumps, 10- inch diameter discharge piping, approximately 250 feet of 10-inch force main, modifications to the two existing receiving manholes, and a new electrical control panel. The design included demolition plans, civil site plans, mechanical plans, structural plans, and electrical plans. The new layout allows for a better use of the site, which includes the installation of the upgraded pump station and a parking pad for WASD maintenance vehicles or a temporary generator. Our team provides full design services, which includes surveying, geotechnical engineering, civil engineering, mechanical engineering, structural engineering, and electrical engineering. The main complexities of these projects and designs are the accelerated schedules required to meet the Consent Decree schedules. The aggressive schedule requires efficient project management and effective project controls. 4. Owner’s Contact Name and Address: Miami-Dade County Water and Sewer Department (WASD), 3071 SW 38th Avenue, Miami, Florida 33146. Contact Person/Phone No.: Reinaldo Rivera, PE / 305-446-7450 5. Project Duration (Dates): 4/2015-4/2016 6. Was the project completed within schedule? Yes If not, what was the original completion date? 7. Location of office performing work: Pembroke Pines 8. Was applicant the prime firm, or Subconsultant firm? Prime 9. Was work performed in-house? Yes 10. Type/Scope of services provided? Civil Engineering, Structural Engineering, Mechanical Engineering, Electrical Engineering, and Construction Phase Services 11. Names of key team personnel for this project? Jose Caraballo, PE; Engineer of Record, Ranthus Fouch, PE; QC Review 12. Which members of your proposed team worked on this project? Jose Caraballo, PE, Ranthus Fouch, PE 77CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 1. Project Title: WASD PS 336 Upgrades 2. Project Location: Miami Lakes, Florida 3. Project Description: Miami-Dade Water and Sewer Department (WASD) is in charge of operating and maintaining over 1,100 pump stations in Miami-Dade County, Florida. The Pump Station Improvement Program was created by WASD to deal with the requirements of the US Environmental Protection Agency (EPA) for those pump stations with a consent decree, enforced to comply with environmental laws and regulations. CES serves as design a consultant and engineer of record for a number of those upgrades and improvements required to conform the pump stations to the Local, State and Federal regulations. Currently Pump Station 0336 is in a collection basin for an industrial area and a Miami-Dade school with a future capacity of 0.46 million of gallons per day (MGD) pumping capacity or 300 gallons per minute (GPM). The project consists on converting a 6-foot wet well/dry well pump station to an 8-foot wet well submersible pump station with two 20 HP pumps that increase pumping capacity in order to conform with WASD and EPA regulations. In addition, the pump station will include new 6-inch ductile iron piping and fittings, electrical equipment, backflow preventer, chain-link fence and a 60 kilowatts (KW) emergency stand-by generator. The pump station will discharge through a 6-inch force main to Regional Pump Station PS-0414 which direct flows to North Dade Waste Water Treatment Plant (NDWWTP). 4. Owner’s Contact Name and Address: Miami-Dade County Water and Sewer Department (WASD), 3071 SW 38th Avenue, Miami, Florida 33146. Contact Person/Phone No.: Reinaldo Rivera, PE / 305-446-7450 5. Project Duration (Dates): 1/2018-Ongoing 6. Was the project completed within schedule? Yes, still ongoing If not, what was the original completion date? 7. Location of office performing work: Pembroke Pines 8. Was applicant the prime firm, or Subconsultant firm? Prime 9. Was work performed in-house? Yes 10. Type/Scope of services provided? Civil Engineering, Structural Engineering, Mechanical Engineering, Electrical Engineering, and Construction Phase Services 11. Names of key team personnel for this project? Jose Caraballo, PE; Engineer of Record, Ranthus Fouch, PE; QC Review 12. Which members of your proposed team worked on this project? Jose Caraballo, PE, Ranthus Fouch, PE 78CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 Project Status Responsible Office Project Name Project Client Active Broward BCWWWS Broward Water & WW Treatment, Distribution, and Collection System CDM Smith Active PM / CM NRWWTP Pumping System and Septage Receiving Facility Updating CDM Smith Active PM / CM Miramar Water Main Engineering Services City of Miramar Active Broward NRWWTP Fine Bubble Aeration Basin Conversion Hazen and Sawyer, P.C. Active Broward Water and Sanitary Sewer System Improvements for UAZ Chen Moore & Associates Active Miami MDAD Cost Estimating Miami-Dade Aviation Department Active Miami Continuing Professional Engineering Services - Sanitary Sewer City of North Miami Active Miami WASD Design Consultant PSIP Miami-Dade County Water and Sewer Department (WASD) Active PM / CM Program Management Owner’s Representative Services for JHS Capital Plan AECOM/Jackson Health Active Miami WASD Ocean Outfall Program Management CH2M Active Miami Miami-Dade County RER Environmental Cleanup, Compliance, and Related Services Miami-Dade County Active Miami D/B Services for West Avenue South of 14 Street Ric-Man Construction FL, Inc./City of Miami Beach Active Miami D/B Services for West Avenue North of 14 Street Ric-Man Construction FL, Inc./City of Miami Beach Active Miami MDC School of Justice Tactical Training Center Remodeling / Renovation Leo A Daly Active Miami Engineering Services for Water & Wastewater Systems Projects City of Miami Beach Active Miami MDWASD Design Build of a 48" along North. Miami ave and NE 36 Street Miami-Dade County Water and Sewer Depart- ment (WASD) Active Miami MDWASD Professional Project Controls and Cost Estimating Services Miami-Dade County Water and Sewer Depart- ment (WASD) Active West Palm Beach Consulting Engineering Services for Trust Indenture & Solid Waste Management Louis Berger Group, Inc. Active West Palm Beach SFWMD Prof Engineering Services for Operation, Maintenance, Repair & Replacement South Florida Water Management District Active West Palm Beach Palm Beach Program Management Consultant Services The Town of Palm Beach Active West Palm Beach SFWMD OMRR&R Services Hazen and Sawyer, P.C. Active West Palm Beach PBCWUD Water Distribution Systems Replacements Palm Beach County Water Utilities Department CES’ approach to managing numerous simultaneous projects is to assign a project manager that is best suited to handle the specific work, and allow him to select additional resources that have the appropriate qualifications, experience and availability to complete the work in the scheduled timeframe. It is also important to have subconsultants available that can more efficiently perform certain tasks than CES can. This allows for reduced costs, without reducing quality. We are constantly updating workload forecasts to ensure that we have sufficient resources available to complete the work. CES is in a growth mode, as we have just graduated from the Small Business Enterprise program, which is evidence that we are not afraid to hire additional staff, if necessary to meet our contract obligations, and our client’s needs. The following list includes all active projects as well as completed projects within the last seven years for our Florida operations. 79CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 Project Status Responsible Office Project Name Project Client Active West Palm Beach Staffing and Budgeting for Biosolids and AWT Plant Operations at ECRWRF Brown & Caldwell Active West Palm Beach Washington Road Utility and Stormwater Outfall Improvements City of West Palm Beach Active West Palm Beach Professional Eng. Services for Ops, Maintenance, Repair, Replacement & Rehab EAC Consulting, Inc. Active West Palm Beach BBCW L31E CULVERTS Inspection and Material Testing Services Brown & Caldwell Active West Palm Beach WPBFS Culvert Replacement Project A.D.A. Engineering, Inc. Active Miami Local Pump Stations (WASD)Miami-Dade County Water and Sewer Department (WASD) Active PM / CM Baggage Handling System at Miami International Airport Parsons Odebrecht JV Closed PM / CM CPM for Expansion Runway 9R-27L FLL Parsons Closed PM / CM Support to the Explosive Ordinance Disposal Group One (EODGRU-1)NAVSUP FLC JACKSONVILLE Closed Miami MDWASD Hialeah Preston GWUDI Upgrades WTP And NW Wellfields Carollo Engineers Closed Miami South District Wastewater Treatment High Level Disinfection Facility AECOM Closed West Palm Beach Full Service Engineering - Everglades Compartment C Carollo Engineers Closed PM / CM PM for FLL Terminal One Modernization (Southwest)Parsons Closed Miami East-Redevelopment Transmission and Distribution Water Main Improvements City of Miramar Closed PM / CM Construction Management @ Risk for Terminal 4 Gate Replacement Cummings-Balfour Betty Closed West Palm Beach SFWMD Everglades Restoration Staff Augmentation Jordan Jones & Goulding Closed West Palm Beach SFWMD Everglades Restoration and Capital Projects Resources Area Support Jordan Jones & Goulding Closed West Palm Beach SFWMD Everglades Restoration Area Technical Reviews Jordan Jones & Goulding Closed Miami Equitable Distribution Program Continuous Professional Services Agreement Miami-Dade County Department of Transportation and Public Works Closed PM / CM Owner's Rep Ravenswood Maintenance Facility AMEC Foster Wheeler Closed West Palm Beach Lake Side Ranches Construction Engineering AMEC Foster Wheeler Closed Miami Professional Cost Estimating Services Consultant US Cost Closed Miami Marlins Ballpark URS Corporation Closed Miami Proposed Upgrades to the Central District Wastewater Treatment Plant Montgomery Watson & Harza, Inc. Closed Miami SFWMD Fall Protection Program Tetra Tech EC, Inc. Closed Miami Jacksonville Office Construction and Engineering Services Closed Miami Construction Oversight Project with Atkins for MIA AirportLink Atkins Closed Broward R1090025P1 Retail Potable WWW Master Plan CDM Smith Closed Miami Anion Exchange Treatment Facility CDM Smith 80CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 Project Status Responsible Office Project Name Project Client Closed Miami City of Miami - Melreese Golf Course Leo A Daly Closed Miami Design of Upgrades for the Water Distribution & Sanitary Sewer City of Miramar Closed Miami MDWASD Capacity Management Operation and Maintenance (CMOM) for Water System Hazen and Sawyer, P.C. Closed Miami Canal Aquifer Storage and Recovery System Carollo Engineers Closed Broward Fort Lauderdale-Hollywood International Airport & North Perry Airport Reynolds, Smith and Hills, Inc. Closed Miami Professional Engineering Services for Cutler Bay Center Corwil Architects, Inc. Closed Broward TY Park Slavin Building Column Repair Broward County Commission Closed Miami City of Miami Beach Professional Architectural & Engineering Services City of Miami Beach Closed West Palm Beach FPL General Services Florida Power and Light Co. Closed Miami Town of Cutler Bay Design Services Caribbean Blvd from Coral Sea Rd to SW 87 Ave Corzo Castella Carballo Thompson Salman Closed Miami General Engineering Services Consultants, City of Sunrise Carollo Engineers Closed West Palm Beach Bridge Inspection Services for Pump Station S-5A Repowering & Automation PC Construction Company Closed West Palm Beach "Seminole Tribe" Professional Civil Eng. Ser. Design Drainage Plan for Tamiami Seminole Tribe Of Florida Closed Broward Everglades Holiday Park Deck and Walkway As-Built Broward County Commission Closed Miami American Refrigeration Structural Services American Refrigeration LLC Closed Miami 19th Street Pump Station Engineering Services Parsons Brinckerhoff, Inc. Closed Miami City of Marathon Database System Integration City of Marathon Closed Miami General Planning Consultant Support Parsons Closed Broward BCWWS Communication Tower Inspections CDM Smith Closed Miami Argus Tire Corporation Argus Tire Corporation Closed Miami Terminal 4 Gate Replacement at Ft. Lauderdale-Hollywood International Airport Cummings-Balfour Betty Closed Broward Port Everglades Master Vision Plan Update AECOM Closed Miami LSG Sky Chefs Building Demolition Reynolds, Smith and Hills, Inc. Closed Miami 4161 Turtle Creek Drive Coral Springs Turtle Creek Drive Llc Closed Miami Construction Program Management for Town of Palm Beach Jacobs Closed Broward Ft. Lauderdale Civil Engineering Consultant Services GEC Miller Legg F i r m R e f e r e n c e s & S i m i l a r W o r k C o m p l e t e d Firm References & Similar Work Completed 81CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 AUTHORIZEDCORPORATE STANDING & SIGNATORY State of Florida Department of State I certify from the records of this office that CES CONSULTANTS,INC.is a corporation organized under the laws of the State of Florida,filed on October 6, 1997. The document number of this corporation is P97000085972. I further certify that said corporation has paid all fees due this office through December 31,2018,that its most recent annual report/uniform business report was filed on January 2,2018,and that its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given under my hand and the Great Seal of the State of Florida at Tallahassee,the Capital,this the Second day of January,2018 Tracking Number:CC3436108829 To authenticate this certificate,visit the following site,enter this number,and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication 82CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 14361 COMMERCE WAY SUITE 103 MIAMI LAKES,FL 33016 Current Principal Place of Business: Current Mailing Address: 14361 COMMERCE WAY SUITE 103 MIAMI LAKES,FL 33016 US Entity Name:CES CONSULTANTS, INC. DOCUMENT#P97000085972 FEI Number: 65-0792884 Certificate of Status Desired: Name and Address of Current Registered Agent: ORTIZ, RUDY MPVS 14361 COMMERCE WAY SUITE 103 MIAMI LAKES,FL 33016 US The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Officer/Director Detail : I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: Electronic Signature of Signing Officer/Director Detail Date FILED Jan 02,2018 Secretary of State CC3436108829 RUDY ORTIZ CEO 01/02/2018 2018 FLORIDA PROFIT CORPORATION ANNUAL REPORT Yes Title CEO Name ORTIZ, RUDY MPVS Address 14361 COMMERCE WAY SUITE 103 City-State-Zip:MIAMI LAKES FL 33016 Title VP Name GOBLISCH, WALTER BUD Address 14361 COMMERCE WAY SUITE 103 City-State-Zip:MIAMI LAKES FL 33016 Title VP Name PERERA, LUCIANO Address 14361 COMMERCE WAY SUITE 103 City-State-Zip:MIAMI LAKES FL 33016 Title VP Name HOOT, DAVID Address 14361 COMMERCE WAY SUITE 103 City-State-Zip:MIAMI LAKES FL 33016 Title VP Name VAZQUEZ, FERNANDO Address 14361 COMMERCE WAY SUITE 103 City-State-Zip:MIAMI LAKES FL 33016 Title VP Name FOUCH, RANTHUS Address 14361 COMMERCE WAY SUITE 103 City-State-Zip:MIAMI LAKES FL 33016 Title VP Name SAID, MORSY Address 14361 COMMERCE WAY SUITE 103 City-State-Zip:MIAMI LAKES FL 33016 Title PRESIDENT Name GUILLORY, BLAKE Address 14361 COMMERCE WAY SUITE 103 City-State-Zip:MIAMI LAKES FL 33016 V a r i a t i o n s / E x c e p t i o n s Variations / Exceptions 83CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 VARIATIONS & EXCEPTIONS CES has no variations or exceptions not included in this proposal to the required services as outlined in the Scope of Services along with any exceptions or variations to any section of the proposal L i t i g a t i o n S t a t e m e n t litigation statement 84CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 LITIGATIONSTATEMENT CES Consultants, Inc. is not involved in current/pending or past litigation/arbitration in the last three 5 years, arising out of our performance. However, below we have provided ALL cases for the past five years, above and beyond the RFP request. Case: Veneisy Andrade v. CES Consultants, Inc; Case Number 2018-016690-CA-01; 5/18/2018. Claims for Discrimination – Employment or Other. Response: This case is an employment that is unrelated to performance on any project or contract and unrelated to any client. Case: Veneisy Andrade v. CES Consultants, Inc. and Rudy Ortiz; Case NO: 17-CV-23655; 10/05/2017. Claims for FLSA Overtime Wage Violation(s), Breach of Contract, Promissory Estoppel. Response: This case is an employment that is unrelated to performance on any project or contract and unrelated to any client. Case: AA Moped Motorsports of MIA, Inc. v. Sim G Technologies and CES Consultants, Inc., 10-035514-CA-01 6/25/2010 Claim for failure to timely perform contract Dismissed for lack of prosecution on 7/27/2015 Response: This case resulted from a contract owned by a company, Sim G. Technologies (llc), which was acquired by CES in 2008. This contract was not included in the transfer of assets to CES as part of the acquisition. CES was however named in the lawsuit, nevertheless, the case was dismissed without findings or judgements against CES, or payment by CES. Case: Aerotek, Inc. v. CES Consultants, Inc., 12-008429-CC-25 12/13/2012 Contract indebtedness/failure to pay subconsultant Judgment entered against CES on 2/20/13 Response: This case is unrelated to performance on any project or contract, and unrelated to any client. Nor was the case ever litigated. This case resulted from a dispute on charges made by Aerotek, a staffing agency, not a subconsultant, which, in the interest of time and resources, CES followed council advice agreeing to payment despite the fact that the claim was invalid. These two cases are related to the same automobile accident: Case (1 of 2): Brandy Love v. Raymond F. Davidson and CES Consultants, Inc., Case No. 2012CA007340 filed on April 16, 2012 in the 15th Judicial Circuit for Palm Beach County Response: This case is unrelated to performance on any project or contract, and unrelated to any client. Nor was the case ever litigated. This case relates to an automobile accident by an employee of CES which was handled in mediation by attorneys representing our Automobile insurance carrier. RFQ NO. 18-11-01 GOLDEN SHORES PUMP STATIONCONTINUING ENGINEERING SERVICES FOR City of SUNNY ISLES beachSUBMITTED TO City Clerk, Sunny Isles Beach Government Center • 18070 Collins Avenue, 4th Floor • Sunny Isles Beach, FL 33160 REHABILITATION (CCNA) SUBMITTED BY F o r m s & A t t a c h m e n t s Forms & Attachments 85CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 FORMS & ATTACHMENTS City of Sunny Isles Beach |Request for Qualifications No. 18-11-01 25 REQUIRED FORMS PRIME FIRM SUB-CONSULTANTS Respondent intends to use the following sub-consultant on this project (if none, write “None”): Role Name of Individual Assigned to Project: Role/Description of Work: Experience: Name and address of sub-consultant: Name and address of sub-consultant: Role Name of Individual Assigned to Project Number of Years’ Experience Education, Degree Address of office: Principle-in- Charge: Project Manager QA / QC Other Key Member Other Key Member Other Key Member Fernando Vazquez, PE 30 B.S. Ocean Engineering 3150 SW 38th Avenue, Suite 450, Miami, Florida 33146 Jose Caraballo, PE 15 B.S., Environmental Engineering 3150 SW 38th Avenue, Suite 450, Miami, Florida 33146 Ranthus Fouch, PE 3150 SW 38th Avenue, Suite 450, Miami, Florida 3314644B.S., Civil Engineering- Environmental Luis Miranda, PE 21 Master of Science in Civil Engineer 3150 SW 38th Avenue, Suite 450, Miami, Florida 33146 Jafet Torres, PE 13 Bachelor of Science in Civil Engineering (BSCE) 3150 SW 38th Avenue, Suite 450, Miami, Florida 33146 Marquellus Bennett, MBA, PE 8 Bachelor of Science in Civil Engineering 8095 NW 12 Street, Suite 301 Doral, FL 33126 CTS Engineering Sub Civil /Permitting 8095 NW 12 Street, Suite 301 Doral, FL 33126 Moffat and Nichol 1025 Greenwood Blvd., Suite 371 | Lake Mary, FL 32746 Environmental/Permitting Please refer to Project Approach & Understanding Please refer to Project Approach & Understanding 86CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 City of Sunny Isles Beach |Request for Qualifications No. 18-11-01 26 Name and address of sub-consultant: Name and address of sub-consultant: Name and address of sub-consultant: Name and address of sub-consultant: Please use additional pages if needed. REFERENCES Name Entity Providing Reference Phone #Email Address Tobon Engineering 5504 NW 86 Way Coral Springs, FL 33067 Deep well Injection/ modeling Langan Engineering and Environmental Services 15150 NW 79th Court, Suite 200 Miami Lakes, FL 33016-5848 Geotech/Hydrotech Longitude Surveyors 7715 NW 48 Street, Suite 310, Doral, FL 33166 Surveying Infinite Source Communications 7270 nw 12th st, ste 300, Miami, FL 33126, US Public Outreach Please refer to Project Approach & Understanding Please refer to Project Approach & Understanding Please refer to Project Approach & Understanding Please refer to Project Approach & Understanding Reinaldo J. Rivera Miami Dade Water and Sewer Department 305-446-7450 reinaldo.rivera@miamidade.gov Robin Bain City of Miramar 954-883-6825 rebain@miramarfl.gov Jennifer Prettel Palm Beach County Water Utilities Department 561-498-6098 jprettel@pbcwater.com Mike Bogie South Florida Water Management District 561-682-2934 mbogie@sfwmd.gov 87CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01City of Sunny Isles Beach |Request for Qualifications No. 18-11-01 27 PROJECT VERIFICATION FORM Respondent must have completed the design and permitting of at least two (2) pump station projects in the past ten (10) years. The completed projects meeting this minimum qualification may have been performed by the individual, firm, or project manager assigned to the Work. 1)Name of Client Entity: ______________________________________________ Address: __________________________________________________________ City/State/Zip: ______________________________________________________ Contact: __________________________________________________________ Title: _____________________________________________________________ Email Address:____________________________________________________ Telephone: ________________________________________________________ Scope of Work: _____________________________________________________ Contract Start/End Dates: _____________________________________________ Consultant Contract Amount: $_________________________________________ 2)Name of Client Entity: ______________________________________________ Address: __________________________________________________________ City/State/Zip: ______________________________________________________ Contact: __________________________________________________________ Title: _____________________________________________________________ Email Address:____________________________________________________ Telephone: ________________________________________________________ Scope of Work: _____________________________________________________ Contract Start/End Dates: _____________________________________________ Consultant Contract Amount: $_________________________________________ 3)Name of Client Entity: ______________________________________________ Address: __________________________________________________________ City/State/Zip: ______________________________________________________ Contact: __________________________________________________________ Title: _____________________________________________________________ Email Address:_____________________________________________________ Telephone: ________________________________________________________ Scope of Work: _____________________________________________________ Contract Start/End Dates: _____________________________________________ Consultant Contract Amount: $_________________________________________ END OF SECTION WASD PS 440 (Phase 2) Upgrades 3071 SW 38th Avenue Miami, Florida 33146. Reinaldo Rivera, PE 305-446-7450 04/2015-10/2016 Civil Engineering, Structural Engineering, Mechanical Engineering, Electrical Engineering, and Construction Phase Services WASD PS 449 Upgrades 3071 SW 38th Avenue Miami, Florida 33146. Reinaldo Rivera, PE 305-446-7450 Civil Engineering, Structural Engineering, Mechanical Engineering, Electrical Engineering, and Construction Phase Services4/2015-4/2016 WASD PS 331 Upgrades 3071 SW 38th Avenue Miami, FL 33146 Reinaldo Rivera, PE 305-446-7450Civil Engineering, Structural Engineering, Mechanical Engineering, Electrical Engineering, and Construction Phase Services 01/20015-04/2016 rrivera@miamidade.gov rrivera@miamidade.gov rrivera@miamidade.gov Project Manager Project Manager Project Manager $72,606.78 $95,611.63 56,880.42 88CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 City of Sunny Isles Beach |Request for Qualifications No. 18-11-01 28 DELIVER TO: City of Sunny Isles Beach City Clerk 18070 Collins Avenue, 4th Floor Sunny Isles Beach, FL 33160 REQUEST FOR QUALIFICATIONS SECTION 6 RESPONDENT SUBMITTAL FORMS OPENING: 2:30 P.M. Wednesday, November 28, 2018 NOTE: City of Sunny Isles Beach is exempt from all taxes (Federal, State, and Local). Tax Exemption Certificate furnished upon request. Issued by:Purchasing Agent Genesis Cuevas Date issued: 11/5/2018 This Qualification Submittal Consists of all required forms, including SF330, Questionnaires, Acknowledgements and Affidavits Submissions are subject to the Terms and Conditions of this Request for Qualifications and the accompanying Submittal. Such other contract provisions, specifications, drawings or other data as are attached or incorporated by reference in the Submittal, will be received at the office of the City Clerk at the address shown above until the above stated time and date, and at that time, publicly opened for furnishing services described in the accompanying Submittal Requirement. RFQ No. 18-11-01 CONSULTING ENGINEERING SERVICES FOR GOLDEN SHORES PUMP STATION REHABILITATION (CCNA) Firm Name ________________________________________Commodity Code(s): RETURN ONE ORIGINAL AND FOUR COPIES OF QUALIFICATION SUBMITTAL PAGES AND AFFIDAVITS FAILURE TO SIGN PAGE 31 OF SECTION 6 QUALIFICATION SUBMITTAL WILL RENDER YOUR SUBMISSION NON-RESPONSIVE CES consultants, Inc. 81101528 89CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 City of Sunny Isles Beach |Request for Qualifications No. 18-11-01 29 RESPONDENT SUBMITTAL FORM: ACKNOWLEDGEMENT OF ADDENDA INSTRUCTIONS: COMPLETE PART I OR PART II, WHICHEVER APPLIES PART I: LIST BELOW ARE THE DATES OF ISSUE FOR EACH ADDENDUM RECEIVED IN CONNECTION WITH THIS RFQ Addendum #1, Dated Addendum #2, Dated Addendum #3, Dated Addendum #4, Dated Addendum #5, Dated Addendum #6, Dated Addendum #7, Dated Addendum #8, Dated PART II: NO ADDENDUM WAS RECEIVED IN CONNECTION WITH THIS RFQ FIRM NAME: AUTHORIZED SIGNATURE:DATE: TITLE OF OFFICER: CES Consultants, Inc. CEO November16. 2018 November 26, 2018 December 5, 2018 12/7/2018 90CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 ADDENDUM # 1 DATE: Friday, November 16, 2018 TO:ALL PLANHOLDERS FROM: Purchasing Agent RFQ NO.: RFQ 18-11-01 Consulting Engineering Services for Golden Shores Pump Station Rehabilitation (CCNA) SUBJECT:Addendum No. 1 BID SUBMITTAL DEADLINE:Wednesday, November 28, 2018 at 2:30 PM Revised: Monday, December 10, 2018 at 3:00 PM Please attach this addendum to the documents in your possession and include the Acknowledgement of Addenda Form with your response incorporated with the Request for Qualifications. Revisions:(Note: Deletions will be indicated by strikethrough, additions will be indicated with bold font): 1.A site visit to the Golden Shores pump station has been scheduled for Tuesday, November 20, 2018 at 11:00 AM. We have provided directions to the pump station on the following page. Any questions, the day of the site visit regarding directions please contact Richard Labinsky at 305- 968-4168. 2.RFQ submission schedule revised as follows: All questions due in writing to City Clerk on: Friday, November 30, 2018 at 5:00 PM Submission Due Date: Monday, December 10, 2018 at 3:00 PM, please submit responses to the City Clerk’s office located on the 4th Floor of the Government Center. 91CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 Directions to Pump Station: From southbound Collins Avenue. (if coming from the south, continue north past the William Lehman Causeway to Terracina Avenue (195 Street) and make a U- Turn) - Continue south on Collins Avenue until you PASS the entrance ramp to the William Lehman Causeway. Turn right into the very next curb cut AFTER the entrance ramp. This will lead you into the public parking area of the William Lehman Causeway. Continue into the lot until you pass the pedestrian walk with the yellow stripe. Continue all the way to the back, past the basketball court on your right, and you will come to a gate. Use the intercom if the gate is closed to get access. Heritage Park X Heritage Park Pedestrian Walkway Pump Station 92CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 ADDENDUM # 2 DATE: Monday, November 26, 2018 TO:ALL PLANHOLDERS FROM: Purchasing Agent RFQ NO.: RFQ 18-11-01 Consulting Engineering Services for Golden Shores Pump Station Rehabilitation (CCNA) SUBJECT:Addendum No. 2 BID SUBMITTAL DEADLINE:Wednesday, November 28, 2018 at 2:30 PM Revised: Monday, December 10, 2018 at 3:00 PM Please attach this addendum to the documents in your possession and include the Acknowledgement of Addenda Form with your response incorporated with the Request for Qualifications. Revisions:(Note: Deletions will be indicated by strikethrough, additions will be indicated with bold font): 1.On page 24 – Section J Item C ends with “and” is there more content that needs to be included? The content continues on page 25. 2.On page 24 Item G requests a “copy of the State Certificate of good standing listing the officers of the company” the certificate of good standing issued by the state does not list officers. Please confirm if you are looking of the listing on SunBiz of Authorized Person(s). Current Officer or Registered Agent as filed on SunBiz. 3.What are you looking to be provided on page 23 when you request “Past 5 years copies of executed agreements made between your firm and local municipalities, with a scope similar to this RFQ.” Are you really looking for the complete agreement or just a list of relevant agreements? Include a copy, or the contract # that your firm has with another government agency(cies), for similar scope of work as requested in the RFQ. 4.Also, on page 23, what is the difference between the information requested in Section E item 5 and Section F? Both appear to be asking for project experience, including references. Section F is requesting at least 3 references for similar work, while section E-5 is requesting evidence and supporting information regarding project experience with pump station rehabilitation services. 93CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 5.In lieu of audited financials will the City accept other forms to show financial stability (ie. Balance Sheets, Profit Loss Report,Bank Letter)? Per Section E – “…financial stability (Include three years audited or reviewed financial statements, prepared by a C.P.A.).” 94CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 ADDENDUM # 3 DATE:Wednesday, December 5, 2018 TO:ALL PLANHOLDERS FROM: Purchasing Agent RFQ NO.: RFQ 18-11-01 Consulting Engineering Services for Golden Shores Pump Station Rehabilitation (CCNA) SUBJECT:Addendum No. 3 BID SUBMITTAL DEADLINE:Wednesday, November 28, 2018 at 2:30 PM Revised: Monday, December 10, 2018 at 3:00 PM Please attach this addendum to the documents in your possession and include the Acknowledgement of Addenda Form with your response incorporated with the Request for Qualifications. Revisions:(Note: Deletions will be indicated by strikethrough, additions will be indicated with bold font): 1. Can you please confirm the horsepower of the duty and backup pump? This is not relevant at this time. We are in the consultant selection process not the proposed design. The selected consultant will make recommendations on the pump size at design phase. Please provide your previous experience not proposed ideas. 2. When were the pumps last replaced or repaired and what was the extent of the work? This is not relevant at this time. We are in the consultant selection process not the proposed design. The selected consultant will make recommendations on the pump size at design phase. Please provide your previous experience not proposed ideas. 3. Are the current pumps sufficiently sized to handle peak flows? It is expected that the selected consultant will evaluate the pumps as part of their services. 4. Other than electrical upgrades, installation of telemetry system and replacement and/or removal the emergency generator outside the pump station building or providing access to the building via a new doorway can the City provide an itemized list of other components that need replacement that were not covered during the site visit? It is expected that the selected consultant will evaluate the pump station in its entirety and make a recommendation as part of their services. 95CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01City of Sunny Isles Beach |Request for Qualifications No. 18-11-01 30 RESPONDENT SUBMITTAL FORM CONSULTING ENGINEERING SERVICES FOR GOLDEN SHORES PUMP STATION REHABILITATION (CCNA) The undersigned Firm proposes and agrees, if this submission is accepted, to enter into an agreement with the City of Sunny Isles Beach to perform and furnish all Services as specified or indicated in the Contract Documents. The Firm accepts all of the terms and conditions of this Request for Qualifications. This RFQ will remain subject to acceptance for 90 days after the day of RFQ opening. The Firms agrees to sign and submit the Agreement and other documents as required by the Bidding Requirements within ten days after the date of the City’s Notice of Award. In submitting this response, the Firm represents, as more fully set forth in the Agreement, that: The Firm has familiarized himself/herself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Law and Regulations that in any manner may affect cost, progress, performance, or furnishing of the Work. The Firm has studied carefully all reports and drawings of subsurface conditions and drawings of physical conditions. The Firm has given the City written notice of all conflicts, errors, discrepancies that it has discovered in the Contract Documents and the written resolution thereof by City is acceptable to the Firm. This solicitation is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; the Firm has not directly or indirectly induced or solicited any other Firms to submit a false or sham Bid; the Firm has not solicited or induced any person, firm or corporation to refrain from Bidding; and Firm has not sought by collusion to obtain for itself any advantage over any other Firms or over the City. The City and the successful Firm will establish completion times for the services described in this Request for Qualifications and the successful Firm agrees that the services will be completed within the time frames agreed upon and stipulated in the individual Notice to Proceed. 96CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01City of Sunny Isles Beach |Request for Qualifications No. 18-11-01 31 Firm Name: _____________________________________________________________________________ Street Address: _____________________________________________________________________________ Mailing Address (if different): _____________________________________________________________________________ Telephone No. _______________________________Fax No. _________________________ Email Address: _______________________________FEIN No. __/__-__/__/__/__/__/__/__ *By signing this document the Responder agrees to all Terms & Conditions of RFQ Signature: __________________________________________________________________ (Signature of authorized agent) Print Name: _________________________ Title: _________________________________________ Date: THE EXECUTION OF THIS FORM CONSTITUTES THE UNEQUIVOCAL OFFER OF FIRM TO BE BOUND BY THE TERMS OF ITS SUBMISSION. FAILURE TO SIGN THIS SOLICITATION WHERE INDICATED ABOVE BY AN AUTHORIZED REPRESENTATIVE SHALL RENDER THE SUBMISSION NON-RESPONSIVE. THE CITY MAY, HOWEVER, IN ITS SOLE DISCRETION, ACCEPT ANY SUBMISSION THAT INCLUDES AN EXECUTED DOCUMENT, WHICH UNEQUIVOCALLY BINDS THE FIRM TO THE TERMS OF ITS OFFER. CES Consultants, Inc. 3150 SW 38th Avenue, Suite 450, Miami, FL 33146 Same as abov 305-827-2220 N/A rortiz@cesconsult.com 6 5 0 7 9 2 8 8 4 Rudy M. Ortiz, PE, CGC CEO 12/10/2018 e 97CES Consultants ● City of Sunny Isles Beach RFQ No. 18-11-01 INSR ADDL SUBRLTRINSRWVD 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 NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY)(MM/DD/YYYY) COMMERCIAL GENERAL LIABILITY AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND 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 AUTO OWNED 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 BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE 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 PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE 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. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE 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 on this 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 CT Travelers Indemnity Company Admiral Insurance Company 12/07/2018 USI Insurance Services, LLC 2502 N Rocky Point Drive Suite 400 Tampa, FL 33607 813 321-7500 CES Consultants, Inc. 880 Southwest 145th Avenue, Suite 106 Pembroke Pines, FL 33027 25682 25658 24856 A X X X X X 6609D349718 12/06/2018 12/06/2019 1,000,000 1,000,000 10,000 1,000,000 2,000,000 2,000,000 B X X X X X BA7480X896 05/15/2018 05/15/2019 1,000,000 B X X X 10,000 X X CUP4K364717 12/06/2018 12/06/2019 5,000,000 5,000,000 A X UB7K180701 07/08/2018 07/08/2019 X 1,000,000 1,000,000 1,000,000 C Professional Liability EO00004118702 12/06/2018 12/06/2019 $5,000,000 per claim $5,000,000 annl aggr. Professional Liability coverage is written on a claims-made basis. For Proposal Purposes 1 of 1#S24445113/M24445105 CESCONClient#: 1053638 MRLEW1of 1#S24445113/M24445105