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Calvin Giordano
Prepared For:ATTN: CITY CLERK SUNNY ISLES BEACH GOVERNMENT CENTER 18070 COLLINS AVE SUNNY ISLES BEACH, FL 33160 DUE DATE/TIME: MARCH 22, 2018 2:30 PM Electronic MARINE AND COASTAL PROFESSIONAL ENGINEERING CONSULTING SERVICES (CCNA) RFQ No. 18-02-01 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services TITLE PAGE A RFQ 18-02-01City of Sunny Isles BeachMarine and Coastal Professional Engineering Consulting Services BY: CALVIN, GIORDANO & ASSOCIATES, INC.1800 Eller Drive, Suite 600Fort Lauderdale, FL 33316T: 954.921.7781 | F: 954.921.8807 Dennis Giordano | PresidentMarketing@cgasolutions.comChris Giordano, CCM, MSC | Project ManagerCGiordano@cgasolutions.com DUE: March 22, 2018, 2:30 PM (Local) 1 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services A. Title Page ..........................................................................................................................................................1B. Table of Contents ...........................................................................................................................................2C. Cover Letter & Executive Summary .......................................................................................................3D. Project Approach & Understanding ......................................................................................................6E. Qualification Information & Assigned Personnel ........................................................................30 SF 330 Forms ........................................................................................................................................40 Financial Statement .........................................................................................................................180 Licenses and Certifications ...........................................................................................................199F. Firm References & Similar Work Completed ...............................................................................222G. Corporate Standing & Authorized Signatory ...............................................................................230H. Forms & Attachments ...........................................................................................................................233 TABLE OF CONTENTS B 2 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services COVER LETTER & EXECUTIVE SUMMARY C 3 4 5 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services PROJECT APPROACH AND UNDERSTANDING D 6 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services PROJECT MANAGEMENT PLAN CGA’s general approach on design development and construction related projects are outlined below. Variations will occur depending on the requirements of a particular work order. Project Scoping: Upon receiving notification of a potential project, CGA’s Project Manager will meet with The City’s Project Manager to determine the project scope, schedule, budget and other requirements of the project. The PM will brief the CGA project team and begin to conduct project scoping requirements. Due diligence will be performed before preparing a conceptual sketch or a letter of understanding for The City’s review and concurrence. Work Authorization: Once the project scope and concept documents have been agreed upon, we will then prepare a work authorization document. This document will include a description of the project, to include but not limited to:• The scope of services to be performed;• Schedule of professional fees;• Labor matrix;• Critical path schedule;• Preliminary opinion of probable costs; and• List of key project team members with their roles and qualifications for working on that particular project Project Commencement / Kick-off Meeting: All work orders will begin with a Project Kickoff Meeting, during which the CGA Project Manager will meet with the appropriate City staff. The project manager will then assemble the project team required for the task at hand. The tasks of the project will be outlined at the “Kick-off Meeting.” The team will be introduced to the scope, the budget and the timeline, and the leader will define the various elements of the project and the quality control/quality assurance requirements at this meeting. The contract manager will regularly review the status of the project to ensure that the CGA Team is meeting the project’s schedule and budgetary requirements as initially defined, and update the client of the project’s progress. Fieldwork: For work orders involving the analysis of existing conditions, the design of proposed improvements, or management of ongoing work, CGA will perform a site field review. Depending on the nature of the work order, this may include observations of the site, traffic data collection, topographical survey, environmental assessment and/or a survey of existing structures. In most instances, CGA’s familiarity with The City can expedite this process. Utility Coordination: For any work order that involves design, review or project management of proposed improvements, CGA will coordinate with the various utility companies to determine the location of existing and future planned utilities. In certain projects, this will also entail coordination to complete a SUE investigation. This data will be included on any right-of-way and design survey and will be used throughout the design, review and project management process. Stakeholder Input: Depending on the specific project, it may be desirable to engage and include stakeholder input early on in the process to obtain buy-in from those individuals most impacted by the project. Schematics, aerial images, and renderings allow for input on the plan to meet the needs and requests made by stakeholders. When requested, CGA can also utilize our interactive resident voting devices to obtain quick and effective input from residents. Preparation of Preliminary Deliverables: CGA will prepare preliminary plans and technical memorandums. These documents and specifications may include the following items as needed:• Environmental analysis• Preliminary site plans• Preliminary planting plans• Preliminary building plans• Preliminary roadway and drainage design plans• Detailed drainage analysis• Pond site recommendation• Intersection lane analysis• Lighting justification report• Recommended typical cross section(s) for proposed roadway improvements• Layout of signalization improvements• Preliminary structural analysis and plansThese documents and specifications will be submitted to The City for review, comment and approval. Preparation of Plans/Deliverables: CGA will meet with City representatives and receive comments on the preliminary submittals. Following the meeting, our team will prepare a written response to the design comments, make appropriate changes and continue to the 60% and 90% completion level. The 60% and 90% design documents will then be submitted to The City for review, comment and approval. 7 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services Permitting: After receipt of The City’s input at the 30% drawings, CGA will conduct preliminary meetings with the Agencies Having Jurisdiction (AHJ). After the 60% plans have been reviewed and approved by The City, permit applications will be made to the appropriate agencies. CGA will utilize our long term relationships with the staff at the AHJs to follow up and expedite all permit approvals. Preparation of Final Plans/Deliverables: CGA will meet with representatives of The City to receive their comments on the 90% plans submittal. Following the meeting, CGA will prepare a written response to comments, make appropriate revisions and complete the preparation of the deliverables as defined by each work order to include:• Contract documents• Technical specifications• Bidding documents• Final construction plans in accordance with The City standardsThese plans, specifications, and bid documents can be used for the solicitation of competitive bids for the construction. Bidding / Award / Notice to Proceed: When the scope of work requires a competitive bid process, the CGA Team will assist The City with the bid management process to include:• Advertisement• Pre-bid meeting• Response to bidders questions• Preparation and issuance of addenda• Evaluation of bids• Preparation of a recommendation of award for the construction contract Work Order Closeout: Once all tasks have been completed, the project manager will work with The City’s representative to close out the work order, including the punch list process, and closing out all required grant applications and open permits. Coordination / Communication: CGA will work with the City of Sunny Isles Beach as an extension of their staff by keeping open communication via emails, phone calls and frequent status/progress meetings. City staff will be updated as to project progress, schedule and completion date throughout the duration of the project and attendance at any required Commission or staff meetings. 8 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services APPROACHThe Beach, Marine, and Intracoastal Waterway Engineering Services under this contract will be provided by CGA's in-house staff, in concert with Humiston and Moore Engineers, PA (H&M). Approach to Services – The CGA team has managed the successful implementation of a number of beach, marine, and intracoastal waterway engineering projects from conceptual design through data collection, technical analysis, coastal processes modeling, state and federal permitting, bid document preparation through construction observation, project certification and post construction monitoring. A general approach to a marine or coastal project is outlined below: Development of Project Goals and Scope of Work: The CGA Team will meet with project partners to establish project goals, expected project performance, construction budgets and timelines. An on-site meeting is recommended after which a detailed Scope of Work and related costs can be developed. Local interests, project stakeholders, and all project partners if other than the City need to be identified to ensure efficient communication of the progress of the project for necessary involvement throughout the project. Background Review, Data, Aerials and LiteratureReview the local, state and federal databases such as the Department of Environmental Protection (DEP), National Atmospheric and Oceanic Administration (NOAA), Department of Transportation (DOT), and City and County for historic data and studies including hydrographic surveys, historical aerials, environmental mapping, sea turtle nesting data, shorebird monitoring data, and geotechnical data.Develop a specific survey scope to ensure filling data gaps and overlap with any meaningful historic data. Data collection will also need to include anticipated regional as well as localized coastal processes modeling. Pre-Application Meeting with DEP StaffMeet with DEP permitting staff on a consultation/pre-application basis, including representation from the City, to discuss the feasibility of an initial approach to address the identified erosion problem.Involve staff of Joint Coastal Permitting (JCP) under direction of Lainie Edwards, Engineering under Bob Brantly, Coastal Construction Control Line (CCCL) under Tony McNeal, and Beach Management Program under Rob Buda, if State funding is involved. Include invitations to the staff of Florida Fish and Wildlife Conservation Commission (FFWCC) as necessary. Any hardbottom issues will need early involvement with JCP environmental staff.Specifics of data collection, including bathymetry, tidal and current data, and environmental surveys should be confirmed prior to proceeding with the data collection to avoid remobilization for additional field work. Initial Data Collection and Analysis1. Supplement hydrographic survey data with updated information based on agreed upon scope with DEP. Include tidal, current and wave data as deemed necessary in the pre-application meeting.2. Schedule current environmental assessment of project area including any necessary submerged aquatic vegetation surveys and natural resource BEACH, MARINE, AND INTRACOASTAL WATERWAY ENGINEERING 9 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services inventory of hardbottom communities within the potential area of influence of the project.3. Volumetric and shoreline changes will be analyzed to develop shoreline trends and rates of change for pertinent periods of time relative to anthropogenic activities or storm events in the project area.4. If project complexity warrants, complete a regional circulation model and coastal processes model to establish littoral transport and sediment budget boundaries for the project area. All coastal processes modeling must conform to the DEP standards to include suitable model calibration and verification where feasible. Evaluation of project alternatives and localized impacts and influence on local and adjacent shorelines through morphological modeling.5. Prepare an initial report on the data collection and analysis as well as the results of any initial regional circulation modeling for the project area. Include an initial evaluation of the cause of the erosion problem.Determination of the apparent cause for the erosion will help to determine what type of design would be most appropriate. Conceptual erosion control approach should be presented, including nourishment, management practices, and erosion control structural alternatives as may be deemed appropriate. Distribute this report to the project partners and stakeholders for acceptance. Alternatives AnalysisAdjust project parameters to obtain optimum results for shoreline protection and for minimization of impacts to the adjacent shorelines. For complex projects, particularly those involving structures, this will include detailed local modeling. Preliminary design will include evaluation of shoreline response, projected design life, and cost effectiveness of the beach fill in conjunction with the erosion control design alternative selected. Other factors considered in alternatives analysis include potential environmental impacts, relative cost (both initial and maintenance), permitability, and practicality from a construction and engineering design perspective. It is important to keep the design objectives and overall project budget in focus. Conduct State and Federal Pre-Application Meetings Project Partners DEP, FFWCC Upon acceptance of the preferred alternative by project partners, conduct a pre-application meeting with Florida Department of Environmental Protection (FDEP) and Florida Fish and Wildlife Conservation Commission (FFWCC) to present the results of the modeling, alternatives analysis and preliminary design in a PowerPoint presentation. The results of the meeting will be summarized in the Joint Coastal Permitting (JCP) application. Conduct a similar meeting with the regional US Army Corps of Engineers (USACE) Office and include representation of National Oceanic and Atmospheric Administration (NOAA) through NOAA Protection Resources Division (PRD) and National Marine Fisheries (NMFS) and representation by the U.S. Fish and Wildlife Service (FWS) with included emphasis on protection of endangered species and opportunities for application of adopted programmatic biological opinions where feasible. Regulatory Permitting1. DEP Permitting (9 to 12 months)File an application with the Florida DEP, under the JCP program for the Erosion Control Project. The submittal will include but not be limited to updated bathymetric survey data, environmental survey, permit drawings, the erosion control design and alternatives analysis report, a QA/QC plan, geotechnical data and analysis for sand assumed to be part of the project, beach compatibility analysis, a monitoring plan with action triggers, submerged lands public easement survey and legal description, and any aerials used in the analysis. As a note, all application fees filed by the DEP Park Service are not eligible for reimbursement from DEP Beaches. Follow up meetings should be scheduled when responding to Requests for Additional Information (RAI).2. Federal Permitting – USACE A copy of the JCP application will be forwarded to the USACE for their processing of an Individual Permit. This will include coordination with PRD, NMFS, and the FWS. Depending on the scope of the project, Biological Opinion(s) may be required and consultation coordination under Section 7 of the Endangered Species Act (ESA) should commence as soon as possible due to the timeframe required for the Biological Opinion (BO) to be completed.3. Preparation of Plans and Specifications, Bid Schedule, Opinion of Costs (1 to 2 months)Upon completion of the permitting phase with the local, state and federal agencies, the plans need to be finalized using current bathymetry. At this time the Technical Specifications and a bid schedule are prepared and forwarded to the project partners for review and coordination with their standard contract documents for bidding. An Opinion of Probable Costs is prepared through research of recent bids, mobilization charges, current material costs, and market conditions 10 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services by contacting governmental agencies, and a network of engineers, contractors, and suppliers.4. Construction Phase Services, Bidding and Construction Observation, Project CertificationUpon advertisement of the project for bid, the following tasks are necessary:• Pre-Bid Conference and responding to questions from potential bidders.• Bid review and Contractor selection:• Pre-construction Meeting:• Construction Observation:• Project Certification:5. Project Monitoring H&M will assist the City in the implementation of the approved monitoring program, including hydrographic and environmental monitoring. Reports will be prepared and filed providing an evaluation of project performance, including assessment of the data collection for ongoing evaluation of the project performance. Critically Eroded Beaches in Florida August 2016, Page 46 of 88 Figure 13. Critically eroded shoreline within Dade County. Critically Eroded Beach in South Florida 11 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services ENVIRONMENTAL ENGINEERING APPROACH The Environmental Engineering Services under this contract will be provided by Humiston and Moore Engineers, PA (H&M) in concert with CSA Ocean Sciences, Inc. (CSA) and Pinnacle Ecological, Inc. Approach to Services – The CGA Team maintains considerable experience in project coordination, in-water support, sensitive habitat access and operation, and regulatory coordination. Our experience gained from managing and conducting seagrass habitat assessments, water quality monitoring projects, and nearshore hardbottom monitoring surveys since the early 2000s will enable us to properly manage all aspects of the proposed project and adhere to the budget and schedule. Upon contract award and prior to field activities, the CGA Team will work closely with the City to plan and coordinate designated activities and field survey efforts. Review of Previous DataThe CGA Team will conduct a thorough review of previous environmental monitoring results from the Sunny Isles Beach Municipal Beach area in order to fully understand the status and trends of the habitats within the project area. This will include familiarizing staff with the Sunny Isles Reef Restoration Project and Offsite Mitigation Project artificial reef monitoring as well as the 2017-2018 truck haul beach renourishment on Sunny Isles Beach (concluded in February 2018). Field ActivitiesThe CGA Team will provide AAUS-certified marine biologists from who are Subject Matter Experts in hardbottom, artificial reef, and seagrass habitats to guide and conduct all field activities, including the data collection and QA/QC process. We anticipate the activities listed below to be conducted following standard methodologies approved by Florida Department of Environmental Protection (FDEP) and National Marine Fisheries Services (NMFS) and within the specifications of Miami-Dade County Beach Erosion Control Master Plan, as applicable.• Environmental station and transect establishment• Survey of permanent monitoring transects• Line-intercept for sediment cover• Interval sediment depth measurements• Benthic quadrat characterization assessments• Video and photographic documentation• Water quality monitoring• In-situ hardbottom, artificial reef, and seagrass delineation Deliverables and ReportsData deliverables and reports will be provided to Humiston & Moore and the FDEP, with conformance to requirements and schedules set forth in state (FDEP) and federal (USACE) permits. Comprehensive raw data deliverables will be provided on external hard drives or by other electronic means within 60 days of field survey activity completion, or as specified by FDEP, USACE, or Florida Fish and Wildlife Conservation Commission permits, and will include all video data, biological quadrat data in Excel spreadsheet format, point count files and spreadsheets, draft GIS shapefiles, and *.pdf copies of field data sheets, as applicable. 12 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services Reports will discuss the results of the current monitoring survey and compare these with data from previous surveys. Notification of survey completion will be made in writing via letter or email to the FDEP Joint Coastal Permit Compliance Officer. The monitoring report will include graphs, tables, in situ photographs, and statistical analyses of collected data. Geo-referenced maps showing all pertinent delineated habitats will be submitted as per permit requirements. All reports will be provided in hard copy and electronic format. 13 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services GEOTECHNICAL ENGINEERING APPROACH The Geotechnical Engineering Services under this contract will be provided by GFA International, Inc. (GFA) staff. Approach to Services – Geotechnical services typically involve five critical steps. First, preliminary field work must be done. A geotechnical engineer collaborates with a client representative to determine project objectives. The engineers will determine appropriate locations and depths for taking soil samples. Boring locations will include areas where structures, pump stations, levees, culverts and water control structures require geotechnical data.In addition, engineers will develop preliminary concepts for drainage that may be required. A thorough proposal will be developed detailing a scope of services, fees and report submittal milestones.The second step, exploration, begins with drilling and recovering soil and rock samples using such techniques as standard penetration testing, rock coring, cone penetrometer soundings and/or vibracore sampling. Our drillers are versed in all these type of drilling techniques. A geotechnical engineer will take a series of soil/sand samples from each of the defined boring locations, paying special attention to recovered materials and penetrating resistance. If adjustments need to be made to the field sampling plan, then the field engineer will make appropriate arrangements with the field crews after discussing this with the client. Laboratory tests and sample review is the third stage (materials testing). All soil samples obtained by GFA in field investigations are thoroughly examined visually in our laboratory in accordance with ASTM D-2488 to obtain an accurate definition of the geomorphic conditions and properties of the soil. Engineers evaluate soil samples for strength, moisture, density and other characteristics and properties. Random laboratory tests are performed on soils within the foundation bearing depths to verify visual classifications. These tests may consist of gradation analysis and organic content testing on soil samples. The GFA team then develops final detailed boring logs which depict the soils encountered. These boring logs illustrate the soils encountered in graphic detail and penetration resistance values logged during drilling and sampling activities.A geotechnical report is the fourth step in the process. It provides a detailed analysis of subsurface conditions at the study location. • How will existing subsurface soil and bedrock such as limestone or sandstone perform as bearing materials for the planned construction? • What about soils that have been manipulated previously? • What type of fill was used? • Was it uncontrolled fill that has been dumped, but not compacted, or structural fill that has been compacted? • Does the fill include buried debris? • How can the contractor modify this material to ensure the load-bearing characteristics? Our team will then make the appropriate evaluations 14 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services in order to make recommendations with respect to foundation support of structures and slabs; soil bearing pressures; bearing elevations; and foundation design recommendations. As part of the analysis, and only if necessary, GFA will advise our client as to the need for improvements to the soils on the site. The report’s recommendations will guide the construction process. Recommendations cover issues in site preparation and drainage, as well as in footing, slab, seawall, bulkhead and pier design. The written report documents the alternatives proposed with supporting data and confirms the implementation plan accepted by management. Specific organization of the report is unique to each study.Last, but equally important, geotechnical services include monitoring and consulting during site preparation and construction. Geotechnical and materials engineers and engineering geologists understand how the soil beneath a structure must perform, and they have the training, equipment and knowledge of soil and material characteristics to make engineering judgments about potential soil and materials problems. Specialized Skills: GFA will apply a number of specialized skills to the investigation that will save time and cost. If appropriate, we will employ state of the art field devices, such as piezocones and flat plate dilatrometers, that produce more accurate soils data than with routine methods, allowing for much less conservative and less costly design. GFA has the best equipped geotechnical laboratories in the State of Florida allowing us to conduct any test in house, thus saving time and money. CONSTRUCTION MATERIALS TESTING SERVICESGFA’s purpose during construction is to provide technicians and inspectors who will help verify that the contractor’s work and materials comply with the project plans and specifications. We will evaluate issues such as suitability of the fill soil, soil compaction, concrete strength and suitability of pavement materials. The results of our tests are used by the City’s staff and the designers to verify the work of the contractor(s). We serve as an extension of your staff, in effect, as extra “eyes and ears” on the site to look out for The City of Sunny Isles Beach’s interests. The first activity for the construction testing function is to work with the town’s staff to set up a testing scope and approach. During these important conversations, we will mutually look at the construction sequence and schedule and determine how our field forces can best be mobilized. For example, at the beginning and end of the project, the construction activity is usually relatively light. During this period, we will conserve funds by working on a “will-call” basis. We will assign technicians to the project who will go to the site only when needed by the contractor or the city inspector. As construction activity increases, we may consider assigning technicians to be on the site full-time. The Contract Manager will review the project documents and establish the frequency of testing required for each test type. He will then reduce all this data into a scope and fee proposal for review by the city representative. We will maintain continuity by keeping the same personnel assigned to the project throughout its duration. Further, these individuals will be trained and equipped to conduct various types of on-site tests, thus reducing the necessary field work force. All field and laboratory tests will be conducted according to the appropriate ASTM, ACI and FM standards. The technicians will be certified by the appropriate organization (ACI, AWS, and FOOT). Typical tests will include compaction of soil, soil classification, laboratory Proctor, LBR of pavement subgrade and base, extraction, gradation and thickness of asphaltic concrete, and slump, air content and temperature of fresh concrete, unit weight and compressive strength of cured concrete, and inspection of reinforcing steel, where needed. Field copies of the test results will be given immediately to The City of Sunny Isles Beach inspector, and final reports will be reviewed, signed and sealed by a professional engineer. The project manager will review the field reports and visit the site periodically to review our service and resolve technical issues. Laboratory tests will be conducted in our local laboratories, which are annually inspected and certified by CMEC and/or the FDOT. These inspections verify that our equipment is properly calibrated, and our laboratory personnel adequately trained. We will also attend project status meetings, providing input when appropriate. Specialized Skills: We maintain specialized in-house capabilities available for this contract. The City of Sunny Isles Beach will not have to look elsewhere for these services, and thus will save time and money. Such capabilities include testing of coating thickness and testing of pipes, ultrasonic testing of welds, Falling Weight Deflectometer for evaluating pavement strength, complete metals services and strength testing of plastic pipes. Also, we have a fully equipped and certified laboratory for testing geosynthetic materials and synthetic (plastic) liners. GFA has the best equipped geotechnical laboratories in the state of Florida with devices capable of providing virtually any soils test. 15 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services APPROACH The Surveying Services under this contract will be provided by CGA's in-house surveying staff. Approach to Services – Upon receipt of the City’s request, the CGA Survey/Mapping Project Manager (SPM), Steve Watts, PSM, will hold a phone conference or in-person meeting to compile a project information package from the City. Part of this stage is to identify the specific survey request, as well as what the desired intent is of the survey project. For example, a construction layout survey that will progress into a full ALTA|NSPS Land Title Survey of the site may require a different layout of survey control versus one that just has a stakeout component. It is at this stage that the groundwork is laid for a successful survey that will allow our team to determine the complete scope of work, required schedule, budget and final deliverables at the onset of the project.Prior to mobilization of any field crews, the SPM will complete the necessary due diligence of the information gleaned from the Initial City Request stage. This includes a search of CGA’s records for existing survey data from previous City projects and a search of the public records; including the Miami-Dade Property Appraiser’s office, Clerk of the Court, NGS websites, as well as Google street view type applications. This upfront research assists in identifying property boundaries, easements and/or other encumbrances that may exist on a specific parcel. From this research, a survey field map will be generated identifying survey traverse control points together with any found property and/or right-of-way monuments within the area. Utilizing the County Parcel GIS map, CGA will upload property corner search ties which are referenced to state plane coordinates directly into our GPS data collectors. This process allows field crews to navigate directly to a possible corner location within centimeter accuracy. Utilizing this process enables us to perform the same type of location for buried valves, manholes, or other type of as-built infrastructure referenced to state plane coordinates.Most survey projects have a total project length from Notice-to-Proceed to final survey deliverable of less than 3-4 weeks. Upon receiving the initial survey/mapping request and due diligence is completed, CGA will immediately prepare a man-hour estimate and crew schedule to complete the survey tasks within the critical path timeframe. Any survey projects of size and complexity that require a more substantial timeframe to complete (3-4 month survey project), a Gantt chart will be provided, noting all required milestones, field activities, final deliverables, and a proposed budget. CGA will coordinate this schedule with the City to obtain feedback on both the schedule and proposed budget. The Project Team will hold meetings to discuss project status, updates, issues and resolutions to issues on a weekly basis, or more frequently if needed. CGA will maintain constant communication with the City and will provide status updates as the project progresses. Deliverables – Prior to issuance of any final deliverables to the City, the survey information and data backup will be routed through the CGA QA/QC process to ensure the City is provided with a fully accurate survey document, that is in compliance with all City, County and State land surveying requirements. A detailed description of this QA/QC process is outlined in the Quality Control section below. LAND SURVEYING 16 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services APPROACH The Architecture Services under this contract will be provided by Synalovski, Romanik, Saye, LLC. (SRS). Approach to Services – SRS and our team of consultants have extensive experience in the delivery of municipal and commercial projects in the State of Florida, inclusive of Marine & Coastal ServicesOur services begin with data collection. It is important that all stakeholders are part of the process so that any existing drawings, code compliance issues, relevant building maintenance information, pre-existing conditions, program requirements, systems and infrastructure evaluation, project budget, time constraints, et al. are identified and shared with the team at the beginning of the project. An existing site analysis will play a role in the building programming phase, since the site’s opportunities and limitations will be understood as early as possible.Our services continue with consultations with the City of Sunny Isles Beach staff to brainstorm regarding the programmatic needs, priorities and essential adjacencies of the project. The information shared will be documented in a written matrix that includes the space typology necessary, area requirements, equipment requirements, technology needs, finish and material evaluations, mechanical, electrical and plumbing needs and identifying significant relationships and hierarchy of the spaces.Next SRS will assimilate the information on the existing site and the desired programmatic needs into floor plan sketches that will be shared with the Project Team for review and evaluation. Commentary will be addressed and adjustments will be made to the plans so that all stakeholders will be satisfied with the approach prior to proceeding with the construction documents process. In addition, an opinion of probable cost will be provided to the Construction Manger so that we all may confirm that the project is achievable within the budget. Should the project be out of alignment in relationship to the budget, now would be the time to have the discussions with the entire team, including our team of design consultants and City officials, about modifying the approach, evaluating the proposed systems, reducing scope, and evaluating alternate materials, equipment and systems.Once the initial program and project requirements have been established and funding has been confirmed, the team will continue to develop the design and will insure that the most cost effective sustainable project is emerging. Throughout this effort, bi-weekly meeting will take place, and all key personnel will remain involved in the process. SRS will also initiate the agency review processes which may include a site plan approval process, engineering permitting, etc. SRS will furnish all necessary documents to apply for and secure regulatory permits. At the end of design development, a progress set of plans and an updated opinion of probable cost will be issued to the City of Sunny Isles Beach for review and evaluation.Upon receipt of the City’s review of the design development plans at each stage of the design process (30%, 60% and 90%), SRS will shepherd the completion of the 100% construction documents. Site Planning, Architectural, Interior Design, Landscape Architecture, Environmental Engineering, Structural Engineering, Civil Engineering (Irrigation), Mechanical Engineering, Electrical Engineering, Plumbing, Fire Protection, ARCHITECTURE 17 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services Telecommunications/ Sound will be created and Code compliant detailed plans, sections, details, schedules, and specifications will also be provided, where applicable. Also, where applicable, color selections and material finishes options will be reviewed with the City and final choices will be incorporated into the plans so that the permit/ bid documents are comprehensive and inclusive.SRS will shepherd, where applicable, the permit documentation, signed and sealed, for submission to the relevant permitting agencies. SRS would request that during the development of the project we schedule an appointment with the Building Officials and other authorities having jurisdiction to review the project scope and walk through the Code requirements with them, so that they too are part of the process and there are no surprise interpretations from the authorities having jurisdiction late in the game. Once submitted, SRS will monitor the progress of the reviews and upon receipt of any commentary from plan reviewers SRS will address the questions promptly and thoroughly. We will recommend scheduling a meeting with the Building Officials when we are ready to resubmit so that we may review in person all responses and any remaining questions may be identified and solved on the spot.SRS has one in-house professional dedicated solely to administrating and expediting approvals and permits for all of our projects. Further, we have established a strong relationship with the City of Sunny Isles Beach Building Department, all County agencies involved in permitting and approvals for construction/development projects, and all Regional, State and Federal agencies also involved in permitting and approvals for construction/ development projects. We understand not only the “process” in terms of time, but the “personalities” of the individuals involved in the “process”. Further, we understand and work with the “culture” of the many agencies with jurisdiction in the “process”. SRS has become so successful in this critical activity that we currently provide permit and approval administration services to other design professionals and various municipal clients. Further, the permitting process requires a true understanding and knowledge of sequence and the real time required by agencies, departments and jurisdictions for review, commentary and corrections. This multi-layered process must all be incorporated into project schedules to eliminate delays due to pending approvals. Because of our successful experience with permitting and jurisdictional approvals, our construction projects begin development on time. SRS will assist the City of Sunny Isles Beach during the bidding of the project. We will work with the City on determining the best value engineering and constructibility options. We will shepherd the bid documents that will be distributed, monitor the bid process, respond to any requests for information during the bidding, analyze the bids received and provide the City of Sunny Isles Beach with the recommendation on the award of the construction contract.Finally, we arrive at the construction administration phase of the project and our participation and continued communication will be critical to the success of the building process. During the construction, we will remain an active participant by attending the pre-construction conference and weekly construction progress meetings and by performing the tasks identified below:• Monitor and Review of Shop Drawings and Submittals;• Make periodic site visits to the project to observe the progress of all disciplines including any required threshold inspection and resolution of on-site issues; • Assure that a high level of workmanship is maintained and achieved;• Issue instructions to the CMAR (where applicable), should any interpretations and clarifications be required for RFI’s;• Review, evaluate and approve progress payments due based upon the progress of the work completed;• Review construction schedules and critical path;• Observe the initial operation of the building systems and confirm compliance with the specifications;• Perform a final punch list and review all final as-built drawings;• Report and establish final project completion, including recommending final payment at the appropriate time and retainage reduction, if appropriate. Get overseeing Department to Issue Certificate of Final Completion. Begin the warranty phase of the project; and• Shepherd the submittal of 100% Construction Documents, including Electronic Copies, to the City of Sunny Isles Beach. 18 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services APPROACH The Civil Engineering for Coastal Services under this contract will be provided by CGA's in-house engineering staff. Approach to Services – Coastal Civil Engineering services under this contract will encompass innovative design and solutions for preserving and restoring beaches using advanced breakwater and erosion modeling and prior experience with erosion mitigation techniques. CGA is very familiar with the Coastal Construction Control Line (CCCL), which plays a critical role in preserving and maintaining our shoreline. Our coastal engineering design and permitting experience includes seawalls, riprap, underwater revetment, paver beach walk pathways, coastal parks, boat ramps, docks, and marinas. We understand the unique engineering requirements and environmental considerations associated with development in a coastal setting.To provide ongoing engineering professional services for design, permitting, bidding, and construction administration associated with Civil Engineering, CGA will coordinate and communicate with the designated City of Sunny Isles Beach personnel and with our in-house staff and team members to take the appropriate steps to execute and complete the specific task orders under the broader scope of services contemplated in this solicitation.The CGA Team’s goal is to provide the City with a high quality product by meeting the City's schedule and budget requirements for each project; as well as, assign the most qualified and dependable staff to carry out the work required under this Contract. The CGA Team values the importance of meeting milestone dates, review dates, and final submittal dates. Overall, the CGA team has the resources, skills, leadership, and desire to deliver a successful project on-time and within budget.CGA’s Civil Engineering team has more than 25 years of professional experience in civil engineering with an experienced staff that is well versed in planning, design, engineering, engineering studies, project management, and execution. Our extensive experience includes site plan and building department reviews as well as performance of design calculations and studies, preparation of construction plans and documents, provision of construction management and administration services, assistance in the bidding process, and supplementing staff with grant applications and grant management and compliance services. CGA performs in-house quality control of the plans and specifications at 30%, 60%, 90%, bidding phase, and prior to issuance of final Construction Documents. At each of the project progress levels, the design plans and specifications are routed for Quality Control review by the Project Manager the CADD Manager, an Independent Professional Engineer, the Director of Construction Administration, and the Director of Engineering. The comments are addressed prior to the next milestone of the project. CGA also submits plans and specifications to the Client for their own review and response. CGA’s quality control process certainly reduces the risk for construction change orders and errors/omissions, and ensures that the construction documents are biddable and constructible. CGA firmly believes in sound, “hands-on” project management and quality assurance/quality control programs as a means CIVIL ENGINEERING FOR COASTAL 19 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services to ensure that the Client receives the desired service and product.The CGA team is committed to execution of project controls with regard to scope, budget, and schedule. We will communicate with the City's Project Manager to identify the project budget early on. A preliminary cost estimate will be prepared at the 30% document submittal milestone and will be updated and refined at each subsequent milestone submittal. The initial cost estimate will include sufficient contingencies to offset minor budget escalation at future updates due to market conditions. Moreover, the CGA team will manage the project scope to prevent scope creep and subsequent cost escalations.Once the project schedule has been developed and agreed upon by the Project Managers for both the CGA Team and the City, the CGA Team will manage the project resources to ensure that all milestones are met and that the project is completed in accordance with the agreed-upon schedule.CGA utilizes AJERA to manage the full project lifecycle. As one of our project management tools, the system controls all aspects of the project including accounting, project management, and resource utilization in real-time. This system is web based allowing both internal and remotely placed employees full function capabilities via any internet connection. Central to AJERA is customizable dashboards, offering unparalleled access to the project’s information at-a-glance for improved visibility and decision making. This software has integrated all the processes necessary to manage and improve the life cycle of the project, which in-turn saves our client both time and money. 20 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services APPROACH The Marine Structural Engineering Services under this contract will be provided by Lakdas/Yohalem Engineering Inc. (LYE). Approach to Services – Upon receipt of the City's request, LYE will immediately meet with City's Project Manager and establish the criteria for the project. This includes a discussion on any existing or available documents including the City's Project Manager Program. Post kick-off meeting, the LYE team will review all existing construction documents, including survey, sounding and geotechnical information available pertaining to the specific project. For each project assigned under this contract, the LYE team will: • Prepare schematic designs• Establish budget cost estimate• Prepare construction documents• Review for constructibility• Verify proposed construction within an established budget• Support service during bidding and building department review• Construction Administration and Inspections during construction• Issue certification of completion MARINE STRUCTURAL ENGINEERING 21 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services APPROACH The Coastal and Hydro Surveying Services under this contract will be provided by Sea Diversified, Inc (SDI). Approach to Services – SDI provides automated hydrographic surveys employing single-beam, dual-frequency and multi-beam technologies, including remote-sensing investigations such as side scan sonar, magnetometer, and sub-bottom investigations. Personnel of the firm have performed hundreds of surveys in Ports, inland waterways, and nearshore/offshore coastal waters throughout the State of Florida, including many coastal regions throughout the Caribbean, Puerto Rico, the U.S. and British Virgin Islands, Central America, and South America. SDI has specifically conducted coastal and hydrographic surveys throughout the City of Sunny Isles Beach and nearby coastal municipalities throughout Miami-Dade County. Hydrographic and remote-sensing studies are conducted from one of SDI’s fleet of multiple vessels of varying size, type and capabilities. Typical inland and nearshore hydrographic surveys are conducted using a 25-foot survey launch with enclosed cabin or 17-foot center console survey launch. All survey vessels have trailers for efficient mobilization to any location in Florida. For deep water surveys or survey operations requiring accommodations and/or long travel, SDI has a 35-foot launch with enclosed air-conditioned cabin, generator, dive compressor, kitchen, head/shower and sleeping accommodations. For extreme shallow water operations, SDI has numerous survey skiffs ranging in size for 12 feet to 19 feet. For sediment testing, including vibra-coring and dive operations, SDI has a 26-foot survey platform with open deck and A-frame. All survey equipment is owned and maintained by the firm and is continuously updated in both hardware and software to stay on top of industry standards. Bathymetric data is collected using Odom single or dual frequency sounder and where deemed necessary this system may be interfaced with a CMS-25 Motion Sensor System. Sounders equipped with multi-beam technology may also be employed as necessary for the project. For horizontal vessel positioning, a Trimble-based real-time Differential Global Positioning Systems (DGPS) is utilized with vessel navigation and data collection/storage provided via the Xylem brand “Hypack” system. “Hypack” is a powerful software used for pre-planning survey transects, vessel navigation, bathymetric data collection and data processing. The system applies horizontal position to sounding data real-time during the course of the survey, allowing review of bathymetric data during the course of collection to ensure quality of data. The software provides an efficient tool for data processing, charting and volume computations. Beach Profile and Borrow / Disposal Area Surveys In conjunct with beach and nearshore profile surveys, SDI has an extensive amount of experience in offshore profile data collection pertaining to coastal restoration projects and beach monitoring efforts. The offshore surveys are conducted using a 26-foot survey launch with enclosed cabin and centrally located, hull mounted transducer. The sounder is calibrated via bar checks, at the beginning and end of each day following US Army Corp of Engineers (USACE) criteria and manufacturer specifications. For horizontal vessel positioning, a Differential Global Positioning System (DGPS) is used with demonstrated COASTAL & HYDRO SURVEYING 22 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services continuous accuracies of less than three (3) feet. RTK GPS technology for monitoring water levels or tides during the course of data collection is employed as required for the specific survey. For vessel navigation and data collection / storage, the Coastal Oceanographics “Hypack” system is used. Horizontal positioning checks are conducted at the beginning and end of each day using fixed objects or monuments of verified position. If specified for a project, such as that relating to the State Beach Monitoring Program, beach profile survey protocol will follow the Monitoring Standards for Beach Erosion Control Projects developed by the State of Florida Bureau of Beaches and Coastal Systems (BBCS). SDI also has the expertise and equipment resources to perform remote sensing surveys including side scan sonar, magnetometer and sub-bottom profiling. Side Scan Sonar Technicians at SDI are also experienced in the field of side scan sonar surveying for efficient mapping of exposed bottom features that may be pertinent to a design or construction project. Side scan sonar will produce an acoustic image of the bottom from a digital tow fish operating at high frequency ranges of generally 600kHz/1600kHz. The survey is conducted using an ultra-high resolution EdgeTech Dual Frequency (600kHz/1600kHz) CHIRP Side Scan Sonar System with topside navigation and digital data collection and processing software. Georeferenced acoustic images are collected digitally real-time and translated to digital mosaics in a .tiff format. The system is cable of detecting and mapping exposed bottom features such as exposed rock, vegetation cover, pipeline/cable crossings and manmade debris. This system also enables the rapid location of hazardous debris that might impede navigation in the wake of a storm event. Inlets and harbors are a valuable resource for the supply chain and need to be cleared quickly, efficiently, and positively. Magnetometry Should there be the potential for submerged and buried obstructions or perhaps items of cultural significance along the City shoreline or borrow areas, SDI will typically use a magnetometer. Magnetometer data can be used to identify and map features of ferrous composition that are either buried or projecting above the seafloor such as manmade debris, cables and pipelines and /or other submerged items that may be impede navigation or impact dredging operations. The survey is conducted using a cesium magnetometer with positioning and heading provided via integrated dual-antenna DGPS with heading accuracy of 0.5 degrees. Sub-Bottom Profiling Geotechnical studies and pre-dredge planning and design projects often require the support of a sub-bottom profiling survey. Sub-bottom profile data is collected using an EdgeTech Sub-Bottom Profile system operating at low frequency range (2-16 kHz) to maximize penetration into the surface sediments. The sub-bottom profile system will be a portable system that uses a full spectrum CHIRP technology that minimizes multipath and noise effects while achieving high definition image slices of the sub-bottom material characteristics. Depending on sediment characteristics, several meters of penetration should be achieved using this system.As requested, SDI can deploy divers to physically expose, identify and investigate canal banks, seawalls, structures, and/or utilities for any scouring/undercut areas, utility locations or seawall damage in proximity to the bridges. Divers can utilize either water jetting equipment or air sand lifts as required for classification and location, and/or groundtruthing of submerged utilities and structures. SDI survey crews can be onsite during the dive operations to locate the areas both horizontally and vertically using conventional survey and / or RTK GPS methodologies. Current (Acoustic Doppler Current Profiling), Wave, and Tide Studies SDI has conducted numerous current studies using Acoustic Doppler Current Profilers (ADCP) relating to the design of offshore breakwaters and groins, bridge scour investigations, hydraulic / flushing studies, and shore protection projects. Both static mount and dynamic gauges have been used depending on the requirements of the design professional. Studies are conducted using self-recording gauges with capacity to record such data as wave height and direction, current velocity and direction and tide elevation along with temperature and salinity. Gauges can be deployed for short or long-term studies in either shallow or deep water environments. Sediment Testing and Vibra-CoresSDI has the capacity to perform sediment testing, sediment probes and sediment core sampling. Sediment samples can be extracted using divers equipped with hand coring devices or from the survey launch using ponar grab samplers. Sediment probes are conducted using steel rods or hydraulic jet pump equipment depending on the required depth of penetration. SDI also has a barge equipped with A-frame and vibra-core for shallow water sediment cores. These services may be of value for evaluating sediment characteristics pertaining to dredge projects and for search of sand sources relating to shore protection projects. 23 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services APPROACH The Construction Engineering Services under this contract will be provided by CGA's in-house staff. Approach to Services – CGA's in-house Construction Engineering Inspection (CEI) team has the training, certifications, and experience to handle any roadway, seawall, shoreline protection, pier, building, park or utility construction project, including urban roadway reconstruction, resurfacing, fixed and movable bridges, drainage, lighting and signalization, landscape installation/relocation inspection and maintenance monitoring services.In addition, our CEI team can assist with numerous specialized construction services such as constructability reviews, traffic control plan analysis, environmental services, public information, survey, utility coordination, schedule and claims analysis, innovative contracting method recommendations, value engineering proposals, and project-specific special provision development to address unique technical or administrative aspects of a project. The CGA Team will establish a management process for each project to foresee and resolve issues including: • Leadership: Strong management, engineering and technical skills as well as experience in similar coastal projects, with the ability to recognize permitting conditions / restrictions, and to foresee potential conflicts to ensure their resolution does not affect the project budget and/ or schedule. • Communication: Effective communication skills and a ability to work with the City, the Contractor and the Community through close and frequent communication with all project stakeholders. • Coordination: Constant, diligent coordination among all project stakeholders in order to maintain the project schedule, minimize construction impacts, and gain public support.A successful project begins with the following goals firmly established:• Complete the project on time and under budget• Perform 100% of all required sampling and testing in accordance with the specifications• Minimize the number of project related complaints that reach the City• Work with the contractor to ensure the highest standard of care is given to worker, pedestrian and motorist safety• Establish early communication, and maintain coordination with utility companies to ensure all existing facilities are identified, and establish an action plan to identify appropriate contacts and quickly resolve any issues if an unidentified utility is encountered• Perform timely inspection of all components and provide accurate, daily quantities of materials and work performed• Closely monitor the Contractor's operations and minimize impacts to the public• Provide up-to-date project status and schedule information to the City and relevant project stakeholders, as well as to the traveling public, residents, businesses, emergency services and government entities that will be directly affected by construction operations PROJECT CONSTRUCTION ENGINEERING SERVICES 24 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services APPROACH The Construction Phase Services under this contract will be provided by CGA's in-house staff. Approach to Services – CGA has an experienced and diverse staff in the field of construction administration. Our methods of approaching projects have proven extremely effective for clients throughout South Florida.The CGA Construction team is highly qualified to be the owner's Construction Manager Support for implementation of coastal and marine related capital improvement projects because of our extensive work with municipalities and their Capital Improvement Programs.Projects will be assigned to a Project Manager (PM) who will have the responsibility of overseeing all aspects of the work, project scheduling, project budget and communication. The PM will be the point of contact with the client and other parties involved, will participate in all relevant meetings, including daily coordination meetings, progress meetings, issue resolution meetings, and will prepare daily reports summarizing work progress, describing issues, and providing insight for anticipated important matters in the near future. The PM's role will be coordinating with the Contractor, and other parties involved in the project for review of shop drawings, contractors' submittals, and as-built information; documenting field activities; assisting inspectors in pass/fail assessments; updating construction/inspection schedules; reviewing pay requests; reviewing change orders; and performing many other day-to-day activities to facilitate construction process, resolve conflicts, and submit weekly progress reports. The PM or assigned inspector will conduct site visits on a regular basis to ensure work is performed in accordance with the project requirements and specifications and will remain in contact with Project Managers from other entities involved in the project to ensure communications are streamlined, distribution of information taking place properly, and relevant information reaches those who should receive the information.As part of being a Municipal Consultant for local governmental entities, we are constantly involved and up to date in all related agencies requirements and procedures; we have served as construction management for over $60 million dollars' worth of capital projects, successfully assisting in the design, grant application, bidding, selection of contractor, construction inspection and final certifications. The client will be provided with a progress report based on our policy that communication with the client and other interested parties at each step throughout a project is critical to the successful outcome of a project. Appropriate City staff and other agency personnel and stakeholders will be copied on any work product for which comments or review is requested. Meetings will be scheduled with outside agencies and stakeholders as needed for a successful project completion. We have also designed and maintained an information website with construction progress, overall schedule, financial and traffic updates posted in an easy to read in order to allow the public real time information about the project. CONSTRUCTION PHASE SERVICES 25 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services APPROACH The Environmental Monitoring Services under this contract will be provided by CGA's in-house environmental services staff. Approach to Services – CGA has developed a broad environmental service base to fully understand and serve all the needs of our clients, and to fully address all natural resource considerations. Our diverse and in-depth work experience has provided us with a critical understanding of current local and regional environmental planning and permitting issues, and the historic impacts that have affected our natural resources. The integration of our highly technical field skills, in-depth knowledge of regulatory details and overall project requirements allows us to efficiently address project needs from inceptions to completion.CGA's environmental staff stay current on regulatory updates and has also built long-lasting relationships with the regulatory agencies. Our environmental staff is skilled in addressing considerations in pristine natural resource settings to urbanized settings, both benthic and terrestrial. CGA has long provided municipal contract service in diverse settings and structures and knows how to maintain effective communication, and to be a valuable asset to the City, and to efficiently and effectively implement you projects, your goals and your vision. Upon being awarded a project by the City, CGA will meet with the City to determine and confirm the specific requirements of the project, the City’s timeline, coordinating partners, chain of contact, deliverables, and what supporting elements the City may be providing. Anticipated or potential project challenges will be discussed and identified at this meeting, such as external agency technical coordination in permitting that may require extended time frames for completion, or imperiled species surveys that can only occur in limited time windows.CGA will establish our project staffing needs, the appropriate sequencing of work including those tasks that can run concurrently, and a progress schedule. Ongoing, CGA will continually review the progress of the project to assure meeting the projected timeline and budget as approved by the City. The CGA project manager will maintain close communication with each team member and any coordinating partner(s), and will periodically update the City of the project progress. As scheduled, or requested by the City, the CGA project manager will provide deliverables in the format(s) specified by the City.Any adjustments due to circumstances such as changing conditions or change of the original scope occurring throughout the duration of the project will be reviewed with the City and adjusted as necessary upon City approval. All permitting should run concurrently and optimal sequencing for environmental permitting includes:• Identifying all required jurisdictional agencies and organizing and attending pre-application meetings with them• Conducting the necessary site inspections to collect the field data required to document the existing natural resource conditions and potential for impacts to sensitive habitats in submerged lands, shorelines and adjacent uplands with the implementation of any proposed project ENVIRONMENTAL MONITORING SERVICES 26 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services • Preparing the environmental documents, analyses, and other environmental submittal information for inclusion in the application submittal packages• Coordinate with engineering and other team members to obtain all other required submittal documents and plans for inclusion in the submittal packages, completing applications forms, obtaining signatures and checks, and submitting application packages to the agencies• Coordinate and attend meetings, post submittal, each with each of the permitting and commenting agency• Immediately responding to any request for additional informationOptimal sequencing for environmental monitoring includes:• Complete of the Time Zero Monitoring report and submittal to the jurisdictional agencies and City• Upon acceptance of the Time Zero report begin the quarterly/annual monitoring and reporting• Throughout the monitoring period (typically five years) report the observations to the City so any problems or issues can immediately be addressed• Upon completion of the monitoring period and submittal of the final monitoring report, coordinate with the jurisdictional agencies to gain sign-off of the final condition and closeout of monitoring requirements and release of any financial assurance mechanism if applicableSuccessful project implementation requires diligent oversight, documentation and follow-up; as well as ongoing clear, concise communication with the City and other project partners. CGA’s staff is experienced and highly skilled in the services required of by this RFQ and has adequate availability in their existing workload to undertake the City’s scope of work and maintain the high standards of deliverables the City and CGA are accustomed to.All of our projects adhere to a strict project management system, wherein we weekly ensure that milestones are met and risk management is averted, by addressing the anticipated staffing needs of each project and matching those needs with the most capable resources. CGA has been able to accommodate its workload, while keeping our mantra of personalized attention combined with responsive solutions for each and every client. Additionally, CGA has the experience and in-house resources to seamlessly cover almost any eventuality that is encountered. 27 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services INNOVATIVE CONCEPTS Survey – As the surveying profession, has advanced, in both technology and education, CGA has invested significant resources to keep abreast of these advances. Some of the most state-of-the art surveying equipment that exists today is part of our inventory. The Leica ScanStation C10 is our latest instrument addition, allowing us to develop high definition surveys for such applications as seawalls, docks, and pump station rehabilitation. As CGA is a full-service consulting company providing civil engineering, landscape architecture, GIS and land planning services, the survey department is well versed in providing detailed and accurate surveying data for engineering and architectural projects. GIS – GIS (Geographic information Systems) services specialize in municipal and governmental GIS services contracts. We strive to stay abreast of the latest technology to exploit the enhancements inherent to these new technologies. Our firm utilizes the latest suite of GIS products, including ArcSDE 10.5 and ArcGIS Pro on a SQL Server 2016 database, supporting versioned multi-user edits. Our on-staff GIS developers provide custom GIS application development, including CGA’s proprietary real-time mobile GIS applications for Code Enforcement, Fire Inspection, Building and Permitting, and Land Development software. We also provide custom GIS web-based solutions for Engineering and Planning needs including GPS tracking technologies. We have implemented a variety of web-based field applications such as: Collector, Survey123, and Workforce as new services. CGA also provides enterprise GIS configuration, implementation and maintenance services, and general GIS services for various clients. Our firm has a reputation of working closely with clients to provide the type of GIS services tailored to their specific needs.Our GIS team offers diverse experience including, but not limited to, environmental assessment and monitoring, Emergency Management including FEMA’s HAZUS vendor, for Flood and Hurricane models, experience in the use of Arc Hydro, USACE Geo RAS, for H&H modeling, field survey experience, data collection, analysis, and conversion. We also specialize in thematic mapping with 3D contours and renderings.CGA’s GIS Department works closely with all in-house professionals in support of their individual or collaborative efforts. Our GIS staff understands the needs of our engineers, surveyor mappers, environmental scientists, landscape architects, and planners, which demonstrates CGA’s position to provide that same level of competent support for all future City projects. We believe in team work with exceptional deliverables as our goal. AutoCAD (Computer Aided Drafting) ServicesOur office has vast experience with the various AutoCAD suites specializing in Municipal, Land development, Engineering, Traffic, and Survey. We can provide services for all phases of project development from conceptual layout through design development, construction documents, and as-built drawings. We also have the capability with the conversion of existing PDF plans to AutoCAD. Our firm utilizes the latest Suite of AutoCAD products, including the FDOT module and Civil 3D 2018.Experienced professionals provide quality services including, but not limited to, seawall and marine design, paving grading and drainage, roadway designs, landscaping layouts, irrigation design, traffic and signalization, land surveys, water and sewer piping designs.CGA works closely with all in house professionals as well as Architects and other outside disciplines to ensure appropriate design, specifications, and codes are met. Cutting Edge Technology-At CGA it is important to provide the best end user experience for our clients. In order to provide cutting edge services we have implemented systems company-wide that streamline processes or add value to our clients. These systems include:• Leica C-10 3D Scanner, capable of obtaining 50,000 points of data per second• Fleet of 160 new vehicles equipped with mobile computing systems and GPS trackers• In-house software development team that is capable of customizing software’s to meet the ever- changing needs of our clients• Ajera Project & Resource Management System• Primavera and Microsoft Project scheduling software• Skysite, a newly implemented cloud based project management systemWe pride ourselves on obtaining and mastering new technology ahead of our competitors, which enables us to provide an Exceptional Service to our clients. QUALITY CONTROL The CGA Team recognizes the importance of a superior quality product and the need of a systematic QA/ QC plan to assure excellence and client satisfaction. The CGA Team Quality Control Plan is based on the ability to provide the finest product that will be extensively reviewed for facts, evidence, errors and omissions through a Total Quality Management Strategy. 28 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services A detailed QA/QC plan is applied to each task to identify, coordinate responsibilities, and describe the procedures and standards to be utilized. This plan facilitates independent checks, reviews, verification of all data, as well as, standard compliance for the proper coordination, and production documents as part of the contract.The CGA Team Q/A and Q/C plan includes as a minimum the following elements to ensure that the production meets accuracy and timeliness: Complete understanding of the scope, verification of accuracy of data and field procedures, establishment of check and balances, guidance of staff in compliance with QA/ QC procedures, verification of updated standards and methodologies, integrated reviews of all work levels, field observations, documentation, guidelines, plans, goals, etc. through an internal monitoring and audits of production. ATTENDANCE The CGA team understands that we may be called on to attend meetings with the City regarding projects assigned under this contract. We commit to being available for these meetings; whether they occur with City staff during the day or at night, such as commission meetings. 29 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E 30 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services TEAM OVERVIEWCalvin, Giordano & Associates, Inc. (CGA) Project Team is fully licensed and has obtained all required certificates and registrations to perform the complete scope of work listed in this RFQ. An overview of the project team and their experience is outlined below. Firm RoleCalvin, Giordano & Associates, Inc. 80 Years of Experience PrimeBeach, Marine Engineering Environmental EngineeringLand Surveying Construction Engineering Construction Phase ServicesEnvironmental Monitoring Humiston & Moore, PA 27 Years of Experience Sub-ConsultantBeach, Marine Engineering Environmental EngineeringCoastal Engineering Sea Diversified, Inc. 14 Years of Experience Sub-Consultant Coastal & Hydro SurveyingSynalovski, Romanik, Saye, Inc. 30 Years of Experience Sub-Consultant Architecture CSA Ocean Sciences 40 Years of Experience Sub-Consultant Environmental MonitoringPinnacle Ecological, Inc 30 Years of Experience Sub-ConsultantEnvironmental MonitoringGFA International, Inc 30 Years of Experience Sub-ConsultantGeotechnical EngineeringLakdas/ Yohalem Engineering 48 Years of Experience Sub-ConsultantStructural Engineering Calvin, Giordano & Associates, Inc. (CGA) has provided services in the Florida Market for over 80 years. CGA is a financially strong company with over 350 employees. Our commitment to provide “exceptional solutions” has allowed us to develop into the premier leader in servicing our municipal clients and our dedication has been awarded with repeat contracts from communities across Florida. CGA has grown to a size that best serves our clients. We are able to provide the benefits of a large firm while remaining local and small enough to provide personalized services to all of our clients. Our staff of 25 professional engineers allows us to assign the appropriately sized team to expedite your project to completion. Our size and diversity allows CGA to provide staff redundancies, exceed insurance requirements and absorb any unforeseen circumstances without interruption to any client services. As with each project, we review the proposed scope of work and select a customized team to best serve the client’s needs. All marine work is completed by experienced engineers who work closely with CGA's project manager Chris Giordano, MSC, CCM. Humiston and Moore Engineers (H&M) is a firm which specializes in the field of coastal engineering. At H&M, their design mission statement is Restoring Beaches as Natural Coastal Systems. H&M has worked on a number of successful coastal engineering projects and are familiar with the challenges of the coastal and marine environment, with the proven expertise to meet design challenges of developing protective measures for sustainable beaches. Given the extent of the wide range of professional disciplines requested in the City, H&M will be the lead subconsultant on coastal engineering tasks.H&M brings a highly qualified in-house team specialized in addressing a variety of complex coastal engineering issues. While most coastal engineering firms in the State of Florida have experience in beach restoration, H&M also has extensive experience with the design, permitting and installation of erosion control structures to improve the life of beach fill projects or address areas of chronic erosion not effectively addressed with only sand placement. H&M has designed and permitted eleven (11) erosion control projects in Florida since 1996 involving either segmented breakwaters or low profile T-groins and breakwaters. Success in this area has in part been due to H&M’s effectively promoting greater acceptance of the functional distinction between erosion control structures versus shoreline armoring where regulations designed to govern armoring have historically been applied to both. The need for erosion control structures has increased over 31 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services time due to diminishing sand resources and the fact that many complex erosion conditions cannot be effectively addressed through sand placement alone. H&M’s in-house expertise and experience in coastal process modeling led by Dr. Dabees has established modeling procedures which have set an industry standard now adopted by other firms. It is important to recognize however, that modeling is an effective tool used in conjunction with coastal engineering experience providing insight in the evaluation of alternatives for design optimization. H&M has been established in Florida since 1991, Brett Moore, co-founder of the company, has remained actively involved in the design and implementation of these projects. Sea Diversified, Inc. (SDI) is a privately owned and operated multi-disciplinary surveying and mapping firm, specializing in coastal and offshore projects, with fully-staffed and established offices in Delray Beach (Palm Beach County) and Melbourne (Brevard County). SDI was founded by William T. Sadler Jr., P.E., P.S.M., a long-time resident of Florida and graduate of Florida Atlantic University with a B.S. Degree in Ocean Engineering. SDI is a Small Business Enterprise, certified in the field of surveying and mapping by recognized government agencies such as FDOT, South Florida Water Management District, and Palm Beach County. Mr. Sadler maintains an active state license in surveying and mapping and, to fulfill his desire for diversity, holds an active state license as a professional engineer and a building contractor. SDI was originally organized in 2004 to provide surveying and mapping services with a corporate objective to remain small and specialized yet diversified in order to best fulfill the needs of the industry. Coastal surveying and mapping is SDI’s specialty and their firm has supported numerous municipalities, counties, government agencies, coastal engineers and other private concerns with such services covering hundreds of miles of coastline within the State of Florida, other areas of the United States, the Caribbean and many foreign regions. Representative clients have included the U.S. Army Corps of Engineers (USACE), Florida Department of Environmental Protection (FDEP), Palm Beach County Department of Environmental Resources Management (PBCDERM), Miami-Dade County Department of Environmental Resources Management (M-DDERM) and Collier County Coastal Zone Management. Although SDI offers a wide range of surveying and mapping services, the firm specializes in coastal and oceanographic data collection and mapping. SDI has conducted numerous beach and nearshore profile surveys throughout the State of Florida and has a complete understanding of State survey criteria including the Monitoring Standards for Beach Erosion Control Projects developed by the FDEP Bureau of Beaches and Coastal Systems (BBCS). Additionally, SDI has experience with sand search programs encompassing bathymetric data collection combined with side scan sonar surveys for identification and mapping of exposed natural and manmade features on the seafloor; sub-bottom profile surveys for assessment and quantification of sand resources; magnetometer investigations for detection and mapping of buried features of ferrous composition including items that may be of cultural significance; and diver investigations for groundtruthing the results of the remote sensing operations. SDI’s field data collection protocol, data processing procedures, as well as final charts, GIS integration and electronic deliverables will meet or exceed the requirements of the City of Sunny Isles Beach. SDI is unique to the industry in that the firm specializes in surveys on land and in water including operations in some of the most remote and difficult terrain in central and south Florida. SDI field crews are equipped and trained to work in areas where most firms are not willing or capable. Calvin, Giordano & Associates and the City of Sunny Isles Beach will benefit from having SDI onboard with the understanding that the firm possesses the experience, versatility, local knowledge, and ability to perform survey work within the most challenging areas of the City.SDI has a dedicated staff of in-house personnel trained to utilize MicroStation, AutoCAD and various other software utilized in the creation, manipulation, and publication of many types of GIS mapping projects including aerial photography, side scan sonar mosaics, and three dimensional graphical representations of topography and bathymetry. SDI has experience in building, populating and delivering personal, file and multi-user geodatabases that conform to the Spatial Data Standards for facilities, infrastructure and the Environment (SDSFIE) used by the Department of 32 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services Defense. CADD work is compliant with the Architectural Engineering CADD (AEC) Standards. SDI has generated GIS products related to coastal flood zones, coastal monitoring programs, post-storm high water surveys, inland waterway and deep-sea cable route investigations, and the monitoring and maintenance of the Intracoastal Waterway from Jacksonville to Miami. SDI maintains a complete inventory of only the latest in technology for surveying and mapping, including a fleet of survey launches and land-based vehicles for access and operations in essentially any environment. All survey equipment is owned and maintained by the firm and is continuously updated in both hardware and software to stay on top of industry standards. SDI field employees are trained in the correct operation of equipment and are required to attend classes and other educational seminars to ensure quality of data collection and processing. Data processing, CADD technicians and GIS analysts are equally equipped with only the latest in computer technology, including software and plotters, to produce maps and other required deliverables efficiently and to the greatest level of quality. All survey operations are conducted under the responsibility of a Professional Surveyor and Mapper registered in the State of Florida. SYNALOVSKI ROMANIK SAYE, LLC (SRS) is a multi-disciplinary Architecture and Interior Design Firm providing professional services in the State of Florida since 1988. For the past twenty-eight (28) years, SRS has served thirty-two (32) municipalities throughout the State. Since, 2006, SRS has also had a branch office in Bradenton.Our SRS Team includes twenty (20) design professionals. Our staff includes four (4) Registered Architects, two (2) Licensed Interior Designers, four (4) LEED Accredited Professionals (AP), five (5) Graduate Architects and three (3) Administrative Staff. As a Firm, our Senior Staff has been working together for the past twenty-six (26) years. As a Team, together with our Consultants, we have been responsible for over Two Hundred and sixty (260) exceptional Municipal Projects.SRS’s expertise in designing cost effective solutions without sacrificing design excellence is a legacy they share with all their Municipal Clients. Their success in delivering professional services during the past 28 years, provides us with a clear understanding and vision of what it is necessary to achieve stated goals. SRS embraces a design philosophy that is logical, rational and responsive to the context where design solution will be developed. SRS design solutions are sustainable because they meet budget constraints and satisfy schedule requirements. They are also sustainable because operation and maintenance costs are evaluated as part of the problem solving process. SRS solutions are further sustainable because they require less power and less water to build and operate. They are most sustainable because they “fit” the community fabric that surrounds them. Our knowledge of applicable state building codes, coupled with our “constructability” experience separates us from our colleagues and provides an “edge” that our municipal clients appreciate. We offer quality professional services that include programming, feasibility studies, cost estimating, scheduling, architectural and engineering design, site and building permitting and approval expediting, bidding and award evaluation and construction administration services. In addition to planning and programming for the individual needs of our municipal clients, we intelligently present our projects to the community in order to responsibly communicate the project goals and gain the necessary civic support. Our practice has administrated the permitting and approvals of all our firm’s work. We have an impeccable reputation with the local, regional and state agencies that regulate Construction. In the past twenty-eight (28) years, SRS has provided plan review (code compliance) and construction inspection services for some of our public sector clients. This unique experience has added a new “dimension” to our list of professional services. The SRS Team clearly understands the required Scope of Work defined in the RFQ and commits to the following goals: • Inclusive Process • Efficient/ Logical Solution • No Tolerance to Disruptions of Active Campuses• Sensitivity to Neighboring Properties • Respectful of Iconic Infrastructure • Maintain Existing Architecture • Flexible Construction Window • Short Construction Duration • Temporary Parking Facilities • Absolute Budget Compliance • Best Value Historically SRS’s CAD capabilities have been a traditional 2D vector based platform, focused on production level high quality construction documents. 33 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services Our AutoCAD 2012 design and documentation software allows the use of 3D design tools, however our Firm experience has predominantly been with 2D documentation. Our AutoCAD capabilities are enhanced by the use of Photoshop, InDesign and SketchUp as rendering tools. In 2011, the entire SRS office was trained in REVIT and now have the knowledge and experience to develop specific projects utilizing intelligent 3D virtual representation in BIM (Building Information Modeling). Led by Principals, SRS can produce “intelligent” documents that provide practical and cost effective advantages: higher design quality, faster documentation process, minimal “mistake” potential, early collision detection, higher team efficiency, higher team collaboration, higher visualization quality and higher presentations materials. CSA Ocean Sciences Inc. (CSA) is committed to examining environmental issues that affect water resources, estuaries, coastlines, and oceans around the world—from our local communities to remote, international locations. Founded in 1970, CSA is an environmental consulting firm based in Stuart, Florida and is a Miami-Dade County Prequalified Vendor for Environmental Engineering – Biology Services. As such, CSA has substantial project experience within Florida’s waters. In addition, we will apply expertise gained from our extensive international projects as well as emerging technologies relative to coastal and marine habitats.With nearly five decades of experience in aquatic studies and surveys spanning local rivers to the deep ocean including sampling, monitoring, mapping, assessment, mitigation, and reporting. CSA’s operational approach is to integrate science, operations, safety, and environmental data management in a seamless, end-to-end process. In addition to our science, operations, and analytical personnel, CSA owns, maintains, and operates an extensive array of water monitoring and sampling equipment, surveying equipment, dive equipment, small boats, trailers, trucks, unmanned surface vehicles (USVs), unmanned aerial vehicles (UAVs), underwater and aerial still camera and video systems, and other tools designed for use in aquatic environmental monitoring and assessments.The CSA team is composed of leaders in research and the environmental consulting industry with specialties in seagrass, hardbottom, and artificial reef monitoring; water quality monitoring; protected species assessments; habitat restoration; environmental permitting; and land and hydrographic surveying. CSA’s full-time staff members in Stuart include 14 senior scientists, each with more than 30 years of experience, 12 experienced biologists each with more than 10 years of experience, a team of 5 geographic information systems (GIS) analysts and a database administrator, 10 operations specialists, a document production team, and support technicians (in addition to management and administrative personnel). Their scientific and operations personnel come from a wide range of backgrounds, including marine biology and ecology, marine chemistry, oceanography, acoustics, surveying, resource management, mitigation, restoration, and environmental permitting within academia, government, and industry.CSA has a professional scientific diving program and has been conducting safe scientific diving operations for nearly 50 years without incident. CSA is a certified corporate member of the American Academy of Underwater Sciences (AAUS) and, as such, has an established diving safety program, a full time Dive Safety Officer (DSO), an active Diving Control Board, and a corporate Manual for Diving Safety that meets the Scientific Diving Standards of the AAUS. CSA currently has more than 20 approved and current AAUS divers on staff certified in SCUBA to 100 ft, CPR, first aid, and emergency oxygen administration. CSA has insurance coverage for Workman’s Compensation (including U.S. Longshoreman & Harbors Act), Protection & Indemnity, Hull & Machinery, General Liability, Excess Liability, Foreign Liability, Maritime Employers Liability (coverage for divers and crewman while in navigable waters, including Jones Act), Professional Liability, Pollution, Automobile, and Property.Safety is of paramount importance, CSA is committed corporately and individually to practicing the highest standards of health, safety, security, and environment (HSSE) procedures. In evidence of this commitment, in 2017 CSA was awarded the Sunshine State Safety Recognition Award, which commends employers and employees for their emphasis on safety and commitment to proactively and routinely engaging in job and site safety practices. 34 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services Pinnacle Ecological, Inc. (Pinnacle) is a professional environmental science consulting company supporting coastal and offshore marine development activities. Pinnacle’s scientists have been working with government organizations and private industry for 30 years providing comprehensive scientific support services necessary to achieve project success by developing effective solutions for complex environmental challenges. Pinnacle provides reasonable, cost effective field services that help guide our clients throughout the environmental permit process. Adherence to project schedules, attention to detail, exceptional customer service, and commitment to quality deliverables have been essential qualities upon which Pinnacle contributes its success throughout the coastal engineering, marine construction, scientific, and regulatory communities.Pinnacle’s experience and capabilities include resource assessment and monitoring, biological habitat characterization and mapping, marine habitat restoration and mitigation implementation, development and implementation of monitoring programs, underwater video and photographic documentation services, water and sediment sampling and monitoring, and scientific dive safety management. A wide variety of desktop and field services are offered to support clients requiring environmental assessments associated with beach nourishment, dredging, seawall construction, and ecological baseline surveys for coastal and offshore development.Pinnacle is recognized by NOAA and FKNMS as leaders in coral reef damage assessment, reef rehabilitation and coral transplantation. Pinnacle is also recognized by FWC to provide manatee and sea turtle observer services. Pinnacle has conducted surveys of other threatened and endangered species including Johnson’s seagrass (Halophila johnsonii) and acroporid corals in Miami-Dade, Palm Beach, Broward and Monroe Counties.Founded in 1988, GFA International, Inc. (GFA) is a full-service Engineering and Geological consulting organization providing Environmental, Geotechnical, Construction Materials Testing, and Inspections services, across a broad spectrum of industries. GFA has offices strategically located to service our clients throughout the State of Florida. For 30 years, GFA has successfully built our state-wide reputation for superior service, trustworthy business management, and strict attention to health, safety and innovative engineering. As a professional and innovative firm with traditional work ethics, GFA international has been quickly recognized by various clients for our effective performance, tireless workmanship and commitment to successful completion of given tasks. GFA has established a reputation as a trusted partner in delivering right solutions through innovative approaches, quality services, and engineering excellence.GFA International brings decades of experience providing expert geotechnical solutions to complex projects of all sizes, whether public or private. The technical expertise of our team, our specialized training, our fleet of equipment and wide scope of capabilities has assisted our clients in finding solutions to difficult and complex challenges on a variety of projects.Our Qualifications • Licensed Florida Geology Business (GB #118) • Engineering Business (CA #4930) • Asbestos Consulting Business (ZA404) • Validated Testing Laboratories: US Army Corps of Engineers • Construction Materials Engineering Council Certified Laboratories • Certified Testing Laboratories: FDOT • FDOT Work Groups: 9.1, 9.2, 9.3, 9.4, 9.4.1, 9.5, 10.1 and 10.3 • Fully owned and maintained fleet of drill rigs • Certified Federal Small Business – NAICS Codes • #541330 Engineering Services • #541350 Building Inspection Services • #541380 Testing Laboratories • #236220 Commercial and Institutional Building Construction • #237110 Water and Sewer Line and Related Structures ConstructionResults matter. Our depth of experience in the public and private sectors means we understand your objectives and offer a track record of delivering outstanding results. 35 RFQ 2017-08-03 | Professional Engineering Services for Safe Routes to SchoolVillage of Key Biscayne Our Geotechnical Engineering Specialists utilize advanced geotechnical drilling equipment and a full support staff of highly skilled technicians. GFA can reach sites close by or sites that are considered inaccessible. We have completed drilling operations in the most pristine areas of the Everglades where no drilling equipment has ever been. This project was completed for the South Florida Water Management District under budget, on time, and with a minimal impact on the sensitive environment. GFA’s experienced team work to provide innovative, practical solutions to site specific problems. GFA specializes in foundation recommendations and geotechnical analysis including: • Beach Renourishment Quality Control • Turbidity Monitoring • Vibration Monitoring • Existing Building Structural Surveys • Laboratory Testing (for grain size) • Munsell Color • Carbonate Content • Shallow Foundations • Deep Foundations • Driven piles • Auger Cast Piles • Drilled Shafts • Micropiles • Soil Improvement Techniques • Demucking • Deep Dynamic Compaction • Vibroflotation • Vibroreplacement • Underpinning and Foundation Stabilization • Helical Piers • Pin Piles • Grout Injection Sitework Monitoring and Earthwork Observation GFA specializes in providing highly experienced geotechnical field technicians to oversee earthwork operations and soil improvement processes during all stages of projects including: • Vibratory Compaction & Vibration Monitoring • Pile Installation & Load Tests • Pile Driving Analyzer (PDA) Subsurface Exploration and Drilling GFA owns and operates its own drilling equipment and support vehicles and can respond quickly to requests for subsurface soil sampling and installation of monitoring wells. Our drilling crews know auger and wash boring techniques. We are experienced in split barrel sampling and rock coring and utilize standard penetration tests to collect data in order for our soil engineers and geologists to determine the nature of subsurface soils and general geomorphic conditions.GFA subsurface exploration and drilling services include: • Sinkhole Studies • Environmental Drilling • Rock Coring • Exfiltration Testing • Standard Penetration Testing Geotechnical / Hydrogeological • Peliminary Site Reconnaissance • Subsurface Soil Investigations • Foundation Analysis & Recommendations • Pile Load Test • Plate Load Test • Seismic Monitoring Geotechnical Drilling/Sampling • Monitoring Well Installation • Recovery Well Installation • Vacuum Extraction Well Installation • Auger Borings • Double Ring Infiltrometer Tests • Dynamic Cone Penetrometer Tests • Exfiltration Tests • Infiltration Tests • Muck Probes • Rock Cores • Split Spoon Sampling • Standard Penetration Tests • Static Cone Penetration Tests • Undisturbed Sampling of Soil (Shelby Tube/Split Spoon) • Vibracoring Specialty Geotechnical Testing • Ground Penetrating Radar • Seismograph Lakdas/Yohalem Engineering, Inc. (LYE) is a medium sized professional structural and civil engineering firm that has been in operation in South Florida since 1970 (Broward County). We provide Structural and Civil Engineering Services for buildings and infrastructure in the tri- 36 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services county area. This includes ports and marinas, water and waste water treatment plant, new and expansion projects, water control structures, condition survey of existing structures, wind mitigation and hurricane hardening of existing structures. Also, we provide marine, bridge and building structural engineering services.Our firm has completed over 4,500 projects with over 1,800 commercial and public buildings, 12 major water and waste water treatment plants, 46 water control pump station structures, 84 marinas and major seawall projects during the past 47 years in the US and on several islands in the Caribbean Basin. We are State Certified and Threshold Inspectors. Lakdas Nanayakkara and two of our staff members are professional Engineers as well as state certified general contractors who have in depth knowledge of design, inspection and constructability of marine engineering projects. Lakdas/Yohalem Engineering, Inc. offers a variety of inspection and Engineering Design services which include: threshold and site inspections, feasibility studies, design and condition survey of structures, restoration damage assessments, value engineering, constructability and peer review.L.Y.E is certified by Florida Department of Transportation for Category 3.1 for Highway Design and 4.1.1 & 4.1.2 for Bridge Design services and Category 10.1 for Roadway Construction Engineering Inspection.Our miscellaneous structural engineering and marine services includes: • Renovations, addition and new building facilities for ports and marinas, residential, multi-residential, docks and seawall, bulkhead and pier projects • Renovations and new seawalls, decks and bridge structures • Prepare construction documents for building improvements for hurricane shelters (hurricane hardening) • Structural condition survey of existing buildings for hurricane shelters • Roof evaluation of existing buildings and prepare construction documents for re- roofing • Constructability review, building code compliance and value engineering of projects prepared by other Consultants • Threshold and special inspection services for school building construction • Structural condition survey of existing pump station and compile reports of our findings • Structural design and prepare construction documents for renovations and upgrade of existing pump facilities • Civil (paving, grading, storm water and sewer system) and Structural design of new school building facilities KEY PERSONNEL Chris Giordano, MSC, CCM will serve as the Project Manager on this contract. Chris’ experience as a Marine Specialty Contractor (MSC) allows him to foresee any potential delays or issues with the project prior to them becoming schedule or budget constraints. Chris has completed over $200 million in municipal marine work throughout his career from dredging, filling, permitting, seawalls, revetments, turning basins etc. Chris was an integral part of a number of coastal projects within the City of Sunny Isles Beach as well as the surrounding community. In 2005 Chris managed the $15 Million partially F.I.N.D. funded project to remove 800,000 CY of beach compatible fill from Rattlesnake Island to re-nourish New Smyrna Beach. This large scale, long distance hydraulic dredge and pump project was unique in the fact that it combined up-land mechanic works, marine structures, long distance pumping and narrow beach fill/retention of pumped material all into one project. Upon completion of the this project, Chris was again called on to manage the re-construction of Rattlesnake Island into a once again usable Dredge Material Management Area (DMMA) for F.I.N.D.Chris was also the Project Manager for the nearby Miami Beach BEAR 1 Project. This project included the relocation of the beach compatible sand from the Lummus Park area to the 27th street “Hot Spots”. This beach nourishment project utilized innovative hydraulic pumping techniques to allow 95% of the construction area to remain open and useful to the public. The $2.1 Million project was completed in only 45 days. Chris along with other key staff at CGA, have worked collaboratively together in the assessment, design, permitting, and construction administration of coastal and marine facilities and other coastal engineering projects ranging from seawalls, docks and boat ramps to beach renourishment, shoreline stabilization, coastal pathways and waterfront parks. 37 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services For the Town of Surfside, Chris provided oversight on the Town's Seawall Replacement Project, which was carried out in two separate phases at ten separate locations, replacing over 900 linear feet of concrete pile & panel seawalls that had degraded over a 50-year service life. In order to assist the Town, CGA procured two separate grants valued at $840,000 through F.I.N.D. to fund 50% of the construction of the walls, substantially reducing the financial impacts to the Town.In Sunny Isles Beach, FL, Chris provided oversight for the City's Emergency Seawall Replacement Project that had resulted from a structural failure at the newly constructed Intracoastal Park. CGA staff were able to obtain expedited permits from DERM, FDEP & USACE and mobilize contractors to stabilize the shoreline and protect the City’s property. In total, the project replaced nearly 700 linear feet of seawall at a compressed schedule to the great satisfaction of City staff.A description of all key staff to per-form work under this project is pro-vided in Section E of the SF330 form, included at the end of this section. FINANCIAL STABILITY CGA is a financially stable company with the resources to ensure continued operations throughout the duration of the contract. A copy of our recent audited financial statement is included at the end of this section. SIZE OF WORKFORCECGA maintains a workforce of over 350 professional staff. The workforce proposed for this project is identified in organization chart and resumes in the SF330 form included at the end of this section. AVAILABILITY CGA has selected a team for this project based on the experience and availability to support the City's needs. Upon contract award, the proposed staff under this contract will be immediately available to support any Task Work Order that assigned. The map below identifies the locations of each team member where staff will be available to provide support for this contract. 38 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services PERMITTING EXPERIENCE Sandra Lee, AICP CEP, LEED AP BC+D, CFM, in collab-oration with CSA Ocean Sciences and Pinnacle Ecolog-ical will coordinate with the regulatory agencies and provide environmental support for all permitting that may be required throughout the duration of the con-tract. Ms. Lee has 20 years of professional experience and directs CGA’s Environmental Department coor-dinating our regulatory permitting, environmental planning, site assessment, benthic permitting, wildlife and natural habitat assessments, wetland compliance monitoring, resource management and environmental technical support services. Before joining CGA, Ms. Lee was a Biologist with the Growth Management Division of Monroe County. During the three years that CGA pro-vided planning and zoning services for the newly in-corporated City of Marathon, she lived full-time in the Florida Keys and was responsible initially for all the environmental planning for the City of Marathon and subsequently for a full range of planning services for the City. Prior to relocating to Fort Lauderdale, Ms. Lee was a resident of the Florida Keys for 10 years where she became very familiar with the environmental sen-sitivities of coastal projects. Over the years, Ms. Lee has formed invaluable relationships with the regulatory agency reviewers across the state. ABILITY TO MEET BUDGET & SCHEDULE All of our client references listed in this RFQ are repeat and long term clients of our firm. We encourage you to reach out to each of them to confirm our commitment to our municipal partners in each of the marine projects we are selected to provide services for. Marine projects are very unique in nature and must be handled accordingly. Chris’ experience as a marine contractor has allowed him the experience of how costly project delays can be when equipment is delayed or caused to sit idle. He will bring the same project management skills and drive that he displayed as a contractor to the marine engineering services for the City. We will utilize Gantt Chart scheduling to monitor resource load, baseline schedules, float and potential slippage. These updated Gantt Charts can be provided at each status/update meeting so that the City's Project Manager is always up to speed on project status and next steps. We feel that the first step in a successful project is to create a team with the City and gain trust via complete communication. This level of communication can be maintained throughout the entire project. LICENSES & CERTIFICATIONS A copy of the CGA project team's professional and busi-ness licensure, including FDOT certifications are in-cluded at the end of this section. 39 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services STANDARD FORM 330 40 5. NAME OF FIRM PART I - CONTRACT-SPECIFIC QUALIFICATIONS ARCHITECT - ENGINEER QUALIFICATIONS A. CONTRACT INFORMATION 1. TITLE AND LOCATION (City and State) 2. PUBLIC NOTICE DATE 3. SOLICITATION OR PROJECT NUMBER B. ARCHITECT-ENGINEER POINT OF CONTACT C. PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors.) 4. NAME AND TITLE 8. E-MAIL ADDRESS7. FAX NUMBER6. TELEPHONE NUMBER (Check) PR I M E J- V PA R T N E R SU B C O N - TR A C T O R 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT a. b. c. d. e. f. STANDARD FORM 330 (REV. 8/2016) D. ORGANIZATIONAL CHART OF PROPOSED TEAM (Attached) CHECK IF BRANCH OFFICE CHECK IF BRANCH OFFICE CHECK IF BRANCH OFFICE CHECK IF BRANCH OFFICE CHECK IF BRANCH OFFICE CHECK IF BRANCH OFFICE AUTHORIZED FOR LOCAL REPRODUCTION Beach, Marine, Waterway Engineering, Civil Engineering for Coastal, Project Construction Engineering Services, and Construction Phase Services Beach, Marine, Waterway Engineering, Environmental Engineering Environmental Engineering, Environmental Monitoring Services Environmental Engineering 41 ✔ ARCHITECT - ENGINEER QUALIFICATIONS PART I - CONTRACT-SPECIFIC QUALIFICATIONS A. CONTRACT INFORMATION 1. TITLE AND LOCATION (City and State) Marine and Coastal Professional Engineer Consulting Services (CCNA), Sunny Isles Beach, FL B. ARCHITECT-ENGINEER POINT OF CONTACT 4. NAME AND TITLE Dennis Giordano, President 5. NAME OF FIRM Calvin, Giordano & Associates, Inc. 6. TELEPHONE NUMBER 954-921-7781 7. FAX NUMBER 954-921-8807 8. E-MAIL ADDRESS marketing@cgasolutions.com C. PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors.) (Check) 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT PR I M E J -V PA R T N E R SU B C O N - TR A C T O R a. ✔ Lakdas/Yohalem Engineering, Inc. CHECK IF BRANCH OFFICE 2211 NE 54th Street Fort Lauderdale, FL 33308 Marine and Structural Engineering b. ✔ Sea Diversified, Inc. CHECK IF BRANCH OFFICE 151 NW 1st Ave Delray Beach, FL 33444 Coastal and Hydrographic Surveying Services c. CHECK IF BRANCH OFFICE d. CHECK IF BRANCH OFFICE e. CHECK IF BRANCH OFFICE f. CHECK IF BRANCH OFFICE D. ORGANIZATIONAL CHART OF PROPOSED TEAM (Attached) AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 8/2016) 2. PUBLIC NOTICE DATE February 27, 2018 3. SOLICITATION OR PROJECT NUMBER RFQ No. 18-02-01 42 Calvin, Giordano & Associates, Inc. CITY OF SUNNY ISLES BEACH PRINCIPAL-IN-CHARGE Dennis Giordano Calvin, Giordano & Associates, Inc. Frederick Kaub, PG, LAC Carlos Mercado, PE Estela Aguilar, PE Luke Berry, EI GFA Interna�onal, Inc. GEOTECHNICAL SERVICES LAND SURVEYING Curt Keyser, PE Nicholas Kanelidis, PE Mike Orefice Kathy Krupsky Michael Oropeza Bre� Moore, PE Mohamed Dabees, PhD, PE Steve Foge Marc Damon, PE Calvin, Giordano & Associates, Inc. BEACH, MARINE, WATERWAY ENGINEERING PROJECT CONSTRUCTION ENGINEERING SERVICES Calvin, Giordano & Associates, Inc. Robert McSweeney, PEMohamed Mabrouk, PE Lakdas/Yohalem Engineering, Inc. Lakdas Nanayakkara, PE Samuil Lyubkin, PE MARINE STRUCTURAL ENGINEERING Synalovski, Romanik, Saye, LLC Bre� Moore, PE Mohamed Dabees, PhD, PE Jeffery Pennel Erin Hodel Rex Baumberger, Jr David Snyder Paul Fitzgerald Mauricio Lopez Randi Shiple� Humiston & Moore Engineers, PA ENVIRONMENTAL ENGINEERING Manuel Synalovski, AIA, LEED AP Merrill Romanik, AIA LEED AP ARCHITECTURE Calvin, Giordano & Associates, Inc. Steve Wa�s, PSM CIVIL ENGINEERING FOR COASTAL QA / QC Calvin, Giordano & Associates, Inc. Curt Keyser, PE CONSTRUCTION PHASE SERVICES Calvin, Giordano & Associates, Inc. Sea Diversified, Inc. William Sadler, Jr, PE, PSM Ron Ball COASTAL & HYDRO SURVEYING ENVIRONMENTAL MONITORING SERVICES Calvin, Giordano & Associates, Inc. Sandra Lee, AICP CEP, LEED AP BD+C, CFM Paul Fitzgerald Robert McSweeney, PEMohamed Mabrouk, PE Curt Keyser, PE Nicholas Kanelidis, PE Mike Orefice Kathy Krupsky Michael Oropeza CSA Ocean Sciences, Inc. Humiston & Moore Engineers, PA CSA Ocean Sciences, Inc. Pinnacle Ecological, Inc. PROJECT MANAGER Chris Giordano, MSC, CCM Calvin, Giordano & Associates, Inc. 43 AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (1/2004) MANDATORY USE DATE OF FORM 6/2004 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12 NAME CHRIS GIORDANO, MSC, CCM 13 ROLE IN THIS CONTRACT PROJECT MANAGER 14. YEARS EXPERIENCEa TOTAL 14 b WITH CURRENT FIRM 9 15 FIRM NAME AND LOCATION (City and State) CALVIN, GIORDANO & ASSOCIATES, INC. – FORT LAUDERDALE, FLORIDA 16 EDUCATION (DEGREE AND SPECIALIZATION) BSEET, ELECTRICAL ENGINEERING TECHNOLOGY, CONCENTRATION ON COMPUTER SYSTEMS. UNIVERSITY OF CENTRAL FLORIDA, 2005 17 CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) FLORIDA SPECIALTY MARINE CONTRACTOR NO. SCC131151012 CERTIFIED CONSTRUCTION MANAGER #6925 OSHA 10 HOUR / 30 HOUR CERTIFICATIONS 18 OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Chris Giordano has fourteen years of construction management experience. After graduating from the University of Central Florida with a Bachelor of Science in Electrical Engineering Technology, he pursued a career in the construction management industry. Chris held the positions of Project Administrator, Project Manager, Contracts Manager, and finally Project Controls Manager for the Orion Marine Group before deciding to join Calvin, Giordano & Associates, Inc. Chris has managed hundreds of millions of dollars in construction. The clients for these projects ranged from federal, state, local and private clients. Chris gained construction experience throughout the southeastern United States as well as in the Caribbean. 19. RELEVANT PROJECTS a. (1)TITLE AND LOCATION (City and State) MOL Dames Point Container Terminal Expansion Jacksonville, FL (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2008 CONSTRUCTION (if applicable) 2008 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Giordano was the Project Manager for a portion of the $198 Million Jaxport expansion project. Due to ship traffic schedules and involvement from the port pilots and private entities, this project carried with it a strict schedule with heavy liquidated damages. Mr. Giordano was able to coordinate with numerous other contractors onsite to ensure the 2,000,000 CY of material were relocated to allow for the installation of a seawall and the upland construction container terminal and gantry cranes. b. (1) TITLE AND LOCATION (City and State) Newport Pier demolition and reconstruction, FL (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2011-2013 CONSTRUCTION (if applicable) 2013 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project manager - managed the demolition of the existing pier and the construction of the 776-foot long pier, which included a 6,200 sf restaurant and second story lifeguard office and observation tower. The pier decking was placed atop 24”x24” precast-driven piles. The project also required the design, permitting and installation of new utility lines from Collins Ave. Cost: $6M c. (1) TITLE AND LOCATION (City and State) Surfside Seawalls Phase I (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2012-2015 2015(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Giordano served as contract manager for the investigation, design, permitting, grant application, and construction of the $1 Million Phase I of the project. The project included the construction of five (5) new precast concrete panel seawalls throughout the Town. CGA was successful in obtaining a 50/50 grant match from F. I. N. D. d. (1) TITLE AND LOCATION (City and State) Sunny Isles Beach Emergency Seawall Replacement (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2014 2014(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Giordano served as contract manager for the emergency design, permit, and replacement of a partially failed seawall located at the Intracoastal Park. The $1.5 Million project included the construction of two new precast concrete panel Seawalls along with required reprap remediation. 44 AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (1/2004) MANDATORY USE DATE OF FORM 6/2004 e. (1) TITLE AND LOCATION (City and State) Surfside Seawall Phase II (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2015-2016 2016(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Giordano served as contract manager for the investigation, design, permitting, grant application, and construction of the project. The project included the construction of five (5) new precast concrete panel seawalls throughout the Town. CGA was successful in obtaining a 50/50 grant match from F. I. N. D. f. (1)TITLE AND LOCATION (City and State) Community Center Demolition & Reconstruction Surfside, FL (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2006 CONSTRUCTION (if applicable) 2010 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm CGA, acting as Project Manager, ushered the project through design, public outreach/input, permitting, construction and closeout. The project called for a 7,000 sf single story building to be built to accept a future second story. The project, which was designed east of the CCCL, also including 2 pools, a spa, interactive water features and a water slide. This project was completed on budget and within the required schedule. j. (1) TITLE AND LOCATION (City and State) Utility Rehabilitation Project Surfside, FL (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2008-2010 2010(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm CGA, acting as the Town Engineer, completed the required research of existing conditions, Town projected growth and permit requirements to design, permit and construct the Utility Rehabilitation Project to include upgrades and/or replacements of the water distribution and services, wastewater gravity and force mains, wastewater pump stations, drainage upgrades including 3 pump stations and the undergrounding of electrical conduit for a future FPL conversion project. f. (1)TITLE AND LOCATION (City and State) Community Center Demolition & Reconstruction Surfside, FL (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2006-2011 2011(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm CGA, acting as Project Manager, ushered the project through design, public outreach/input, permitting, construction and closeout. The project called for a 7,000 sf single story building to be built to accept a future second story. The project, which was designed east of the CCCL, also including 2 pools, a spa, interactive water features and a water slide. This project was completed on budget and within the required schedule. g. (1) TITLE AND LOCATION (City and State) Port Sutton Endangered Species Observation (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2015 CONSTRUCTION (if applicable) 2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Giordano served as contract manager for the Endangered Species Observation project during the clamshell/mechanical dredging operation in Port Sutton. This project required oversight and management of our in-house FWC approved endangered species observers. h. (1) TITLE AND LOCATION (City and State) Pier Construction Cruise Ship Berth Dredge (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2008 CONSTRUCTION (if applicable) NA (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Giordano served as project controls manager for the project for and International Cruise Ship Operator. The new pier was to be construction to accept the worlds largest cruise ship at the time of construction. i. (1) TITLE AND LOCATION (City and State) Volusia County Dune Renourishment Project (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2006 CONSTRUCTION (if applicable) 2006 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Giordano served as project administrator for the 5-mile, 800,00 cy beach and dune renourishment project. This project included the utilization and previously dredged material from FIND DMMA, and intramodal, and a fleet of equipment to hydraulically pump the material a total of 7 miles. This $17 Million project was completed to renourish the beach as well as to create capacity at the DMMA for future dredge projects. 45 AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (1/2004) MANDATORY USE DATE OF FORM 6/2004 j. (1) TITLE AND LOCATION (City and State) DERM BEAR 1 Project (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2007 CONSTRUCTION (if applicable) 2007 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Giordano served as project manager for this $2 million project to borrow beach sand from Lummus park and hydraulically pump it to the 22nd street “hot spots”. This project was completed within the tight 45 day window, on budget, and all while exceeding the required Miami-Dade MWBE requirements. 46 AUTHORIZED FOR LOCAL REPRODUCTION (1/2004) MANDATORY USE DATE OF FORM 6/2004 STANDARD FORM 330 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12 NAME CURT A. KEYSER, PE 13 ROLE IN THIS CONTRACT CIVIL ENGINEERING 14. YEARS EXPERIENCEa TOTAL 27 b WITH CURRENT FIRM 5 15 FIRM NAME AND LOCATION (City and State) CALVIN, GIORDANO & ASSOCIATES, INC. – FORT LAUDERDALE, FLORIDA 16 EDUCATION (DEGREE AND SPECIALIZATION) BACHELOR OF SCIENCE IN MECHANICAL ENGINEERING VIRGINIA POLYTECHNIC INSTITUTE & STATE UNIVERSITY 17 CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) FLORIDA PE, NO. 51407 18 OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Mr. Keyser is a licensed Professional Engineer and a Certified Contractor in 5 categories in the State of Florida. He has 25 years of leadership, management, and engineering experience, including an extensive project management background that includes site development, utilities design, paving and drainage design, fuel systems design, ADA compliance upgrade design, and extensive knowledge of building and engineering code requirements. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) City Engineer Services, Weston, FL (2) YEAR COMPLETEDPROFESSIONAL SERVICES On-going CONSTRUCTION (if applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Oversee engineering plans review for both engineering permits and Development Review, capital projects budgeting, and maintenance and updating of engineering codes and standards. b. (1) TITLE AND LOCATION (City and State) Auxiliary City Engineer Services, Surfside, FL (2) YEAR COMPLETEDPROFESSIONAL SERVICES On-going CONSTRUCTION (if applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Oversee engineering plans review for both engineering permits and Development Review; capital projects budgeting; and maintenance and updating of engineering codes and standards; grant identification, application and administration; operation and maintenance of water, wastewater and Stormwater utilities; provide associated regulatory monitoring and compliance services; and administer the Town's NPDES/Stormwater Master Plan programs c. (1) TITLE AND LOCATION (City and State) Public Works Fleet Fueling Facility, Weston, FL (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2010 CONSTRUCTION (if applicable) 2011 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project manager and Engineer of Record for design and permitting of a new fleet fueling facility, including (2) underground fuel tanks, piping, dispensers, concrete fuel island slab, steel canopy, and associated electrical service and manual transfer switch. Performed all mechanical and civil design and permitting. Professional Fees: $20,000. Value of Construction: $400,000 d. (1) TITLE AND LOCATION (City and State) Public Works Fleet Fueling Facility, Sunrise, FL (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2010 CONSTRUCTION (if applicable) 2011 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project manager and Engineer of Record for design and permitting of a new fleet fueling facility, including (2) underground fuel tanks, piping, dispensers, concrete fuel island slab, steel canopy, and associated electrical service and manual transfer switch. Performed all mechanical and civil design and permitting. Professional fees: $20,000. Value of Construction: $400,000 47 AUTHORIZED FOR LOCAL REPRODUCTION (1/2004) MANDATORY USE DATE OF FORM 6/2004 STANDARD FORM 330 e. (1) TITLE AND LOCATION (City and State) Government Services Fleet Fueling Facility, Aventura, FL (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2000 CONSTRUCTION (if applicable) 2001 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project manager and Engineer of Record for design and permitting of a new fleet fueling facility, including (1) underground fuel tank, piping, dispensers, concrete fuel island slab, steel canopy, and associated electrical service and manual transfer switch. Performed all mechanical and civil design and permitting. Professional fees: $18,500. Value of Construction: $375,000 f. (1) TITLE AND LOCATION (City and State) School Board of Broward County SW Bus Depot Fleet Fueling Facility and Bus Wash, Pembroke Pines, Florida (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2008 CONSTRUCTION (if applicable) 2009 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project manager and Engineer of Record for design and permitting of a new fleet fueling facility, including (3) underground fuel tanks, piping, dispensers, concrete fuel island slab, steel canopy, and associated electrical service and manual transfer switch, and plumbing and electrical service associated with an automated Bus Wash. Performed all mechanical and civil design and permitting. Professional fees: $58,000. Value of Construction: $575,000 g. (1) TITLE AND LOCATION (City and State) Miami Jewish Home and Hospital for the Aged, Aboveground Fuel Storage Tank and Generator Piping, Miami, FL (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2006 CONSTRUCTION (if applicable) 2006 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project manager and Engineer of Record for design and permitting of a new 4000 gallon aboveground fuel storage tank, associated piping, generator day tank, and associated fuel oil supply and return piping connection to permanent emergency generator. Performed all mechanical and civil design and permitting. Professional fees: $12,500. Value of Construction: $225,000 h. (1) TITLE AND LOCATION (City and State) Eagle Transport Lift Station and Force Main Installation Port Everglades, FL (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2013 CONSTRUCTION (if applicable) 2014 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmCGA Project Manager for abandonment of septic system and installation of new lift station with 2” diameter HDPE force main connected to existing 8” sanitary force main. Responsibilities included preparation of work scope, contract documents, and plans detailing mechanical, electrical, and site work design; securing of permits from Utilities Department, Health Department, and Building Department; coordination with sub-consultants and contractor; construction inspections and certifications; and final project delivery and close-out. CGA’s fees: $29,500. Value of Construction: $135,000 i. (1) TITLE AND LOCATION (City and State) Memorial West Hospital Same Day Surgery Center Parking Lot (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2013 CONSTRUCTION (if applicable) 2014 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmProject manager and lead designer for a new parking lot and ADA upgrades to an existing, adjacent parking lot to accommodate patients and employees of the Same Day Surgical Center. Performed all civil design and coordinated all permitting activities. CGA’s fees: $58,985. Value of Construction: $567,650. j. (1) TITLE AND LOCATION (City and State) Pines Boulevard Bus Stop, Pembroke Pines, Florida (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2000 CONSTRUCTION (if applicable) 2001 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project manager and lead designer for Broward County Mass Transit Authority bus stop bay on north side of Pines Boulevard West of University Drive in connection with the redevelopment of the Mobil gas station on the northwest corner of that intersection. Responsible for design and permitting. Professional fees: $5,000. Value of Construction: k. (1) TITLE AND LOCATION (City and State) Shell Access Road, Dania Beach, Florida (2) YEAR COMPLETEDPROFESSIONAL SERVICES 1997 CONSTRUCTION (if applicable) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project manager and lead designer for access road, and associated drainage, from Stirling Road to rear of proposed Shell gas station for future development of a hotel. Responsible for design and permitting. Professional fees: 39,500. Value of Construction: $300,000. 48 AUTHORIZED FOR LOCAL REPRODUCTION (1/2004) MANDATORY USE DATE OF FORM 6/2004 STANDARD FORM 330 l. (1) TITLE AND LOCATION (City and State) Pines Mobil Turn Lane, Pembroke Pines, Florida (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2000 CONSTRUCTION (if applicable) 2001 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project manager and lead designer for increased storage and taper at left turn lane from northbound University Drive to westbound Pines Boulevard in connection with the redevelopment of the Mobil gas station on the northwest corner of the intersection. Responsible for design and permitting. Professional fees: $18,500. Value of Construction: $120 000 m. (1) TITLE AND LOCATION (City and State) Sewer Main Extension @ Miami Gardens Drive & U.S. 441 (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2011 CONSTRUCTION (if applicable) 2012 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project manager and Engineer of Record for 400 l.f. extension of an 8” diameter gravity sewer line in Miami Gardens Drive, including installation of a private o/w separator and connection of a commercial property to the public sewer. Performed all civil design and permitting. Professional fees: $14,750. Value of Construction: $115,000 49 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12 NAME NICHOLAS W. KANELIDIS, PE 13 ROLE IN THIS CONTRACT CIVIL ENGINEER 14. YEARS EXPERIENCEa TOTAL 51/2 b WITH CURRENT FIRM 31/2 15 FIRM NAME AND LOCATION (City and State) CALVIN, GIORDANO & ASSOCIATES, INC. – FORT LAUDERDALE, FLORIDA 16 EDUCATION (DEGREE AND SPECIALIZATION) MASTER OF ENGINEERING, UNIVERSITY OF FLORIDA, 2011 B.S., CIVIL ENGINEERING, FLORIDA STATE UNIVERSITY, 2009 17 CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) PROFESSIONAL ENGINEER #78536 CIVIL ENGINEERING, FLORIDA 18 OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Mr. Kanelidis’ background experience encompasses civil, geotechnical, surface water management, water, and wastewater services to both the private and public sector. He also had significant involvement with his prior firm in representing Sunshine Water Control District as District Engineer, working on numerous Capital Improvements Projects. At CGA, his responsibilities include preparing proposals and labor breakdowns, developing and managing project schedules, hydrologic and hydraulic modeling, preparing plans and technical specifications, permitting, bidding assistance, addressing RFI’s, reviewing shop drawings, engineering during construction, as-built review, and final project certifications. As an engineer with previous design and field experience, he is versatile in his ability to perform the tasks at each individual project stage. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) Lloyd Estates Residential and Industrial Improvements Oakland Park, FL (5) YEAR COMPLETEDPROFESSIONAL SERVICES 2014 - 2015 CONSTRUCTION (if applicable) 2015 - 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer for the design and modification of a stormwater conveyance system in order to improve floodingwithin the Lloyd Estates Neighborhood. The project also included a stormwater pump station and floodgates formajor storm events. New seawalls were designed and constructed downstream of the station that ultimatelydischarged to the ocean via the SFWMD C-13 canal. The pump station site provided means for erosion control thatincluded rip-rap design. We also coordinated and assessed the environmental impacts through South Florida WaterManagement District (SFWMD) and the Army Corps of Engineers (ACOE). In addition to stormwater dischargeimprovements, several areas included upgrades to the water distribution system for fire protection services. Theproject funding was driven by a FEMA grant. Project responsibilities included hydraulic modeling, design, review ofconstruction plans, permitting, quantity take-offs, cost estimating, preparing technical specifications, biddingassistance, shop drawing review, addressing RFI’s, and final certifications. b. (1) TITLE AND LOCATION (City and State) Natalie’s Cove Drainage Improvements Cooper City, FL (5) YEAR COMPLETEDPROFESSIONAL SERVICES 2013 - 2018 CONSTRUCTION (if applicable) 2018 - Present (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer for the design and modification of a stormwater conveyance system for drainage improvements inthe local neighborhood. A drainage model and analysis was conducted for the entire basin, and it was determinedthat significant improvements could be attained from increasing conveyance pipe sizes throughout the system. Also,stormwater level of service would be improved by increasing the existing lake storage capacity through dredging andexcavation along the eastern bank to create wetlands on littoral shelfs. In addition to these stormwaterimprovements, the project consisted of roadway resurfacing and ADA compliance for pedestrian sidewalks. Projectresponsibilities included hydraulic modeling, design, permitting, addressing agency comments, quantity take-offs,cost estimating, preparing technical specifications, and providing services during bidding. c. (1) TITLE AND LOCATION (City and State) NE 57th Street Water Main Replacement Fort Lauderdale, FL (5) YEAR COMPLETEDPROFESSIONAL SERVICES 2015 CONSTRUCTION (if applicable) 2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager for a residential water main replacement project in which water quality and age of the existinginfrastructure were the primary issues. Approximately 1,850 linear feet of a new looped system with fire hydrantswas designed and constructed. Project tasks included design, checking compliance with local and state standards,permitting, conducting routine construction inspections, final project certification, and overall project management. d. (1) TITLE AND LOCATION (City and State) Lift Station No. 52 Replacement Cooper City, FL (5) YEAR COMPLETEDPROFESSIONAL SERVICES 2015 - 2016 CONSTRUCTION (if applicable) 2016 50 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager for a municipal sewer pump station replacement project. Improvements were needed due to theexpiring service life of the pumps and their insufficient operating capacity during peak flows. Tasks included design,permitting, interpreting pressure data logger readings, hydraulic calculations, contacting pump manufacturers,existing sewer flow analysis, monitoring geotechnical work, and coordinating with other professional disciplines. e. (1) TITLE AND LOCATION (City and State) Bid Pack 9 Infrastructure Improvements Oakland Park, FL (5) YEAR COMPLETEDPROFESSIONAL SERVICES 2014 - 2015 CONSTRUCTION (if applicable) 2015 - 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer and assisted the Project Manager during the construction phase of a large scale infrastructureimprovements project that included replacement of three municipal lift stations, approximately 20,000 linear feet ofwater main replacement, three force main networks, and significant drainage improvements over the 500 acre site.Responsibilities included shop drawing reviews, attending progress meetings, change order reviews, engineeringduring construction, as-built review, and final certifications. f. (1) TITLE AND LOCATION (City and State) Bid Pack 8 Infrastructure Improvements Oakland Park, FL (5) YEAR COMPLETEDPROFESSIONAL SERVICES 2015 - 2018 CONSTRUCTION (if applicable) -- (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer for the water and sewer improvements project located within the City of Oakland Park. Designincluded approximately 18,000 linear feet of water main replacement, 800 linear feet of new drainage withexfiltration trench, 2,500 linear feet of new sidewalk, rehabilitation of lift station B-1, and installation of 4 sewercombination air valves (SCAV). The system upgrades consisted of replacing two and four-inch diameter lines witheither six or eight-inch water mains. Additional fire hydrants were spaced to adequately provide fire protection forthe residential neighborhoods. In addition to these water main improvements and SCAV for force main sewertransmission, lift station improvements were a critical component for this project. Lift Station B-1 was experiencingfailure due to extended run times because of an increase in the collected wastewater flows and discharge force mainpressure. Electrical upgrades and the design of a variable frequency drive were included to handle various flowconditions. Project responsibilities included water main and hydrant layout, quantity take-offs, cost estimating,preparing technical specifications, permitting, and providing supports services during bidding. g. (1) TITLE AND LOCATION (City and State) Lift Station No. 9 Rehabilitation Davie, FL (5) YEAR COMPLETEDPROFESSIONAL SERVICES 2017 - 2018 CONSTRUCTION (if applicable) 2018 - Present (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager for a municipal sewer pump station rehabilitation project. The existing pumps failed when themechanical room flooded with sewage backflow from the adjacent wet well. Since the station was being operated 24hours/day by a portable diesel-powered bypass pump, it quickly became a priority issue for the Town. The projectwas unique in that the station is located within the City of Hollywood. Therefore, additional coordination wasrequired between the two municipalities for permitting and scheduling. The project scope included site visitdocumentation, pump manufacturer coordination and specifications, sewer flow analysis, hydraulic calculations,ventilation system sizing, electrical and instrumentation equipment replacement and relocation, sump pump andpiping replacement, cost estimating, permitting, preparation of contract documents for bidding, addressing bidderquestions, and recommendation for award of contract. CGA is currently providing services during construction thatinclude reviewing shop drawings, addressing RFI’s, construction inspections, and final certification. h. (1) TITLE AND LOCATION (City and State) Bayshore Drive Drainage and Improvements Fort Lauderdale, FL (5) YEAR COMPLETEDPROFESSIONAL SERVICES 2015 – 2017 CONSTRUCTION (if applicable) 2018 - Present (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager for the analysis and design of drainage system improvements in the Central Beach AllianceNeighborhood off of A1A. The scope included a drainage model analysis of the existing site conditions using ICPRand utilizing survey, record drawings, and LIDAR for calibration. A full drainage report summarized the differentoptions for improvements in the area including associated costs. Some of the proposed alternatives includedexfiltration trenches, drainage injection wells, and tidal check valves. Additionally, the City requested trafficimprovements and the addition of a median at the unique intersection of Bayshore Drive, Riomar Street, andAntioch Avenue. CGA conducted a traffic safety study to justify the proposed median and sidewalk layout. Theintersection design included some re-grading for drainage, pavement markings, signage, and permitting throughBroward County. CGA is currently under contract to provide standard services during construction. i. (1) TITLE AND LOCATION (City and State) Sewer Pump Station D-41 Replacement Fort Lauderdale, FL (5) YEAR COMPLETEDPROFESSIONAL SERVICES 2015 - 2017 CONSTRUCTION (if applicable) 2017 - Present 51 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager for a municipal sewer main and pump station replacement project. The scope entailed relocation ofthe station and redirection of the sewer network for a future private development. Tasks included analysis ofexisting sewer flow contributions, review of existing force main pressures, hydraulic calculations for designing newforce main and submersible pumps, valve vault design, control panel, permitting, coordination with other disciplinesincluding geotechnical and electrical, preparing technical specifications, bidding assistance, addressing RFI's,reviewing shop drawings, routine inspections, as-built reviews, and final certification. Coordination played a majorrole in this project as the proposed location for the pump station and design of the new sewer main had to beplanned with the neighboring development and their design team. j. (1) TITLE AND LOCATION (City and State) Sewer Pump Station B-10 Rehabilitation Fort Lauderdale, FL (5) YEAR COMPLETEDPROFESSIONAL SERVICES 2015 - 2017 CONSTRUCTION (if applicable) 2017 - Present (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager for a municipal sewer pump station rehabilitation project. Existing pumps were reaching the endof their service life, and the existing concrete wet well was consistently leaking into the dry station. Tasks includedanalyzing existing flow and pressure conditions, hydraulic calculations, selection of new pumps, new electrical andventilation design, permitting, development of bidding documents, bidding assistance, addressing RFI's, reviewingshop drawings, conducting routine inspections, as-built reviews, and final certification. k. (1) TITLE AND LOCATION (City and State) Lift Station No. 21 Replacement Cooper City, FL (5) YEAR COMPLETEDPROFESSIONAL SERVICES 2016 -2017 CONSTRUCTION (if applicable) 2017 - 2018 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager for a municipal sewer pump station replacement project. The station is located inside an HOA andrequired mechanical, aesthetic, and immediate odor control improvements. Due to its close proximity with adjacentresidences and frequent complaints, the station was relocated across the street. This prompted a landscape andirrigation redesign, as well. Tasks included design, permitting, interpreting pressure data logger readings, hydrauliccalculations, contacting pump manufacturers, existing sewer flow analysis, preparing specifications, shop drawingreviews, addressing RFI’s, construction inspections, and final certification. 52 12 NAME 13 ROLE IN THIS CONTRACT Katharine Kupsky CAD Technician a TOTAL b WITH CURRENT FIRM 24 415FIRM NAME AND LOCATION (City and State) CALVIN, GIORDANO & ASSOCIATES, INC. – FORT LAUDERDALE, FLORIDA16EDUCATION (DEGREE AND SPECIALIZATION)17 CURRENT PROFESSIONAL REGISTRATION University of Wisconsion (STATE AND DISCIPLINE) Broward Community College Advanced CAD18 (1) TITLE AND LOCATION (City and State) City Center Parking Lot PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Pembroke Pines, FL Check if project performed with current firm (1) TITLE AND LOCATION (City and State) Croissant Park PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Fort Lauderdale, FL(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm (1) TITLE AND LOCATION (City and State) John U Lloyd ADA Beach Boardwalk Improvements PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Hollywood, FL(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm (1) TITLE AND LOCATION (City and State) Middle Beach South Recreational Corridor PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Miami Beach, FL(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm (1) TITLE AND LOCATION (City and State) Artists Alley PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Delray Beach, FL(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (2) YEAR COMPLETED Drafting civil plans and details for replacement of the boardwalk deck improvements for the State of Florida Department of Environmental Protection. The project included the re-decking of boardwalks at four (4) separate beach access locations which connect pedestrian routes from the existing lot facilities to the beach. E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 19. RELEVANT PROJECTS (2) YEAR COMPLETED Drafting civil and electrical plans and details for development of a parking lot to serve the future City Center and relocate the roadway for ease of access and to reduce impacts from existing FPL transmission lines. The project entailed modifying drive aisles, pavement markings and signage, parking lot layout redesign, drainage modeling with hydraulic calculations, and modifying the existing permit. a. b. (2) YEAR COMPLETED Drafted plans and detail sheets for a water service replacement project which included water main replacement, water service replacement, milling and resurfacing, and pavement marking and signage. The project provides replacement of existing undersized and deteriorated small water mains with new larger mains. Also, to provide improved fire hydrant coverage. 14. YEARS EXPERIENCE OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)Ms. Kupsky’s background experience entails drafted and designed residential, commercial, retail, industrial and governmental properties from site planning through building permit, prepared environmental plans and sections, and prepared cost estimatesAt CGA, Ms. Kupsky’s responsibilities include drafting plans and details for civil and electrical engineers, coordinate with Sunshine 811 for utility locates, create photometrics using VISUAL and AGi32 and prepare cost estimates. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE d. (2) YEAR COMPLETED Drafted electrical plans, details, and risers to design a lighting system including bollards and street lights for the proposed Beach Walk. e. (2) YEAR COMPLETED Drafted electrical plans, details and photometrics for street beautification. The street enhancements included concrete sidewalks, landscape beautification, drainage, water main and on-street parking. AUTHORIZED FOR LOCAL REPRODUCTION (1/2004) MANDATORY USE DATE OF FORM 6/2004 STANDARD FORM 330 53 (1) TITLE AND LOCATION (City and State) Mills Pond Park PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Fort Lauderdale, FL(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm (1) TITLE AND LOCATION (City and State) Davie Road Phase I PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Davie, FL Check if project performed with current firm (1) TITLE AND LOCATION (City and State) Broad Causeway Corridor Enhancement PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Bay Harbor Islands, FL Check if project performed with current firm (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE g. (2) YEAR COMPLETED Drafted civil and electrical plans, details , profiles and sections for the design of Davie Road from a four lane section to a six Lane divided section beginning at State Road 84 and ending at Nova Drive.. The Electrical design showed a roadway lighting system.. The civil design included grading and drainage, pavement, and pedestrian walkways. h. (2) YEAR COMPLETED Drafted civil plans, details and notes for a bike lane and a replacement for a bridge railing.. The project provides a paved shoulder in bothdirections on the Causeway from just east of N Bayshore Drive to W. Broadview Drive , a new pedestrian rail on the Bay Harbor Island’swaterway bridge and pavement markings for Bike lanes. Drafted civil and electrical plans, details, and notes for adding synthetic turf fields to Mills Pond Park. The Electrical design showed power distribution, fixture and equipment schedule, lighting layout, photometrics, special systems diagrams, and sport lighting design. The civil design included grading and drainage, utility service points and supply lines, pavement, and pedestrian walkways. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE f. (2) YEAR COMPLETED AUTHORIZED FOR LOCAL REPRODUCTION (1/2004) MANDATORY USE DATE OF FORM 6/2004 STANDARD FORM 330 54 12 NAME 13 ROLE IN THIS CONTRACT Michael J. Orefice CADD Manager a TOTAL b WITH CURRENT FIRM 30 2615FIRM NAME AND LOCATION (City and State) CALVIN, GIORDANO & ASSOCIATES, INC. – FORT LAUDERDALE, FLORIDA16EDUCATION (DEGREE AND SPECIALIZATION)17 CURRENT PROFESSIONAL REGISTRATION Broward Community College (STATE AND DISCIPLINE)18 (1) TITLE AND LOCATION (City and State) Water Force Main Subaqueous for the Dania Cut-off Canal PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Dania Beach, FL.2009 Check if project performed with current firm (1) TITLE AND LOCATION (City and State) Town of Surfside Pump Stations 1 and 2 Rehabilitation PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Surfside, FL(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm (1) TITLE AND LOCATION (City and State) NE Quadrant Drainage Study and Roadway Improvements PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Hallandale Beach, FL 2010-2012(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm (1) TITLE AND LOCATION (City and State) Nova Drive Roadway Improvements Project PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Davie, FL 2014-Present(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm (1) TITLE AND LOCATION (City and State) Town of Davie 10” Water Main Extension PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Davie, FL 2013(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (2) YEAR COMPLETED Created an atlas of the existing utilities by contacting all utilities in the project area to obtain utility location information for design team. Also assisted in the design of storm water upgrades to specific areas of the quadrant, including drainage well locations, storm water force main and relocation of two sanitary force mains along NE 14th Ave to a single run to accommodate the upsizing of storm water pipes and pump station buildings. E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 19. RELEVANT PROJECTS (2) YEAR COMPLETED Project engineer for the replacement of existing water main and sewage force main under the Dania Cut-off Canal via Horizontal directional drill to accommodate the proposed dredging of the canal. Also included was the replacement of an additional 1200 LF of the existing mains on NE 7th Avenue up to NE 10th St. to accommodate the future airport expansion projects. a. b. (2) YEAR COMPLETED Assisted in the Design of the rehabilitation of two master pump stations. 14. YEARS EXPERIENCE OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)Mr. Orefice has 30 years of experience in civil engineering design and serves as CADD Manager for CGA’s Engineering Department. His expertise includes preparing and designing paving and grading, drainage, water distribution, sanitary sewer, signing and pavement marking plans using the latest version of AutoDesk Software. Mr. Orefice is familiar with local county design standards, procedure practices, and guidelines, therefore he often is charged with reviewing plans for compliance with established client standards or agency requirements. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE d. (2) YEAR COMPLETED Project Designer for Nova Drive, from Davie Road to east of University Drive, to widen a portion of the corridor from 2 lanes to 4 lanes and implement complete streets initiatives including reducing lane widths, traffic calming measures, adding bike lanes and sharrows, pedestrian improvements, signing and pavement marking plans, MOT, drainage modifications, lighting, and tree removal/relocations. e. (2) YEAR COMPLETED Design new water line with directional drilling of 10“ HDPE pipe, 10’ ductile iron pipe, MOT, pavement marking and signage modifications. AUTHORIZED FOR LOCAL REPRODUCTION (1/2004) MANDATORY USE DATE OF FORM 6/2004 STANDARD FORM 330 55 (1) TITLE AND LOCATION (City and State) Central Campus Charter School PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Pembroke Pines, FL(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm (1) TITLE AND LOCATION (City and State) Pembroke Falls – Villages 1-18 PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Pembroke Pines, FL Check if project performed with current firm(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLEg. (2) YEAR COMPLETED Prepared civil site design plans for residential developments having from 60 to 100 lots each. Designed storm drainage, sanitary sewer, water distribution, paving/grading, lot grading, and pavement marking/signing. Reviewed plans for clarity and design standards. Prepared civil site design plans for kindergarten through middle school campus. Designed stormwater, sanitary sewer, water distribution, paving/grading, pavement marking/signage, and two off-site turn lanes. Reviewed plans for clarity and compliance with design standards. f. (2) YEAR COMPLETED AUTHORIZED FOR LOCAL REPRODUCTION (1/2004) MANDATORY USE DATE OF FORM 6/2004 STANDARD FORM 330 56 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME MICHAEL OROPEZA 13. ROLE IN THIS CONTRACT MAPPING/GIS / PROPERTY ADDRESSING 14. YEARS EXPERIENCEa.TOTAL 18 b.WITH CURRENT FIRM 2 15. FIRM NAME AND LOCATION (City and State) CALVIN, GIORDANO & ASSOCIATES, INC. – FORT LAUDERDALE, FLORIDA16. EDUCATION (DEGREE AND SPECIALIZATION) BACHELOR OF SCIENCE IN MECHANICAL ENGINEERING, FLORIDA ATLANTIC UNIVERSITY Various GIS Certifications, ESRI 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)Michael Oropeza, a GIS Coordinator at Calvin, Giordano & Associates assists the Department in representing various municipalclients of CGA in Miami-Dade, Broward and Palm Beach Counties by providing detailed services such as: •Spatial Planning •Geodatabase Design and Maintenance, •GIS accessibility and portability Apps •Cadastral Data Conversions •GPS surveying/collection & Aerial overlays •Developing Custom GIS Web applications •Detailed GIS Analysis on multiple joined databases •Detailed Thematic Map projection on Special projects.19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) GIS Specialist / Information Technology Services, Town of Lake Park. Florida (2) YEAR COMPLETEDPROFESSIONAL SERVICES CONSTRUCTION (If Applicable) ONGOING (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm GIS Specialist role includes updating Land Use and Zoning Geodatabase with ongoing changes and specs. Provide timely updates and exports in Digital Pdf ‘print ready’ format to Community Development Department. Provide timely integrated links to Inkforce Code Enforcement App via SQL Geodatabases and Map Svcs. b. (1) TITLE AND LOCATION (City and State) GIS Coordinator / GIS Data Development, City of Surfside, Florida (2) YEAR COMPLETEDPROFESSIONAL SERVICES CONSTRUCTION (If Applicable) ONGOING (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project involves developing, updating, and maintaining GIS data layers for the City. The data layers currently include, but are not limited to, City boundary, parcel base map, streets, zoning, land use and FEMA as it relates to the Planning Department. CGA’s GIS also maintains and updates the Water, Sewer, and Drainage layers as it relates to the Public Utilities Department; Provides annual certified GIS Sewer changes to meet Miami-Dade’s DERM requirements. c. (1) TITLE AND LOCATION (City and State) GIS Specialist / GIS Implementation, City of Green Acres, Florida, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) ONGOING (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmProject involves developing, updating, and maintaining all GIS layers for the City. The themes include, but are not limitedto, City boundary, parcel base map, streets, addresses, residential commission districts, business locations, parks, schoolboundaries, refuse pick-up, etc. CGA implemented these layers into an interactive GIS Map Service that is accessiblethrough the City’s official web site. Also provide general mapping and GIS support to City staff. d. (1) TITLE AND LOCATION (City and State) GIS Specialist / GIS Implementation, City of Miramar, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) 2013 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project involves developing, updating, and maintaining all GIS coverages for the City. The coverages include, but are not limited to, City boundary, parcel base map, streets, addresses, utilities (water, sewer, and storm drainage), residential commission districts, business locations, parks, school boundaries, refuse pick-up, etc. CGA implemented these coverages into an interactive GIS Map Service that is accessible through the City’s official web site. Also provide general mapping andGIS support to City staff. 57 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12 NAME SANDRA LEE, AICP CEP, LEED AP BD+C, CFM 13 ROLE IN THIS CONTRACT ENVIRONMENTAL 14. YEARS EXPERIENCEa TOTAL 25 b WITH CURRENT FIRM 17 15 FIRM NAME AND LOCATION (City and State) CALVIN, GIORDANO & ASSOCIATES, INC. – FORT LAUDERDALE, FLORIDA 16 EDUCATION (DEGREE AND SPECIALIZATION) M.A. BIOLOGY/ECOLOGY, MAGNA CUM LAUDE, ST. CLOUD STATE UNIVERSITY, MINNESOTA B.A. BIOLOGY/BOTANY, MAGNA CUM LAUDE, ST. CLOUD STATE UNIVERSITY, MINNESOTA 17 CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) AICP CEP, NO. 018627 LEED A.P. BD+C, NO. 10215598 CFM, NO. US-14-07579 18 OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Ms. Lee has over 25 years of professional experience and heads up CGA’s Environmental Department coordinating regulatory permitting, environmental planning, site assessment, resource management and environmental technical support services. In general, Ms. Lee: provides environmental permitting services at the local, state and federal level, coordinates interagency and multi-disciplinary team efforts, provides tree mitigation plans and tree removal permitting services, conducts wetland delineations and wetland functional assessments, designs wetland mitigation areas, provides bidding and construction oversight services for the construction and installation of mitigation and natural areas, provides technical support, environmental resource management and environmental planning services to municipalities, manages field staff conducting wildlife and habitat assessments, imperiled species surveys and compliance monitoring reporting. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) Dania Cove Park Dania Beach, Florida (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2011 CONSTRUCTION (if applicable) 2012 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmCGA developed a waterfront park on an archeologically significant site in Dania Beach. The scope included designing astabilization system for a badly eroded and unstable shoreline embankment along with vegetating the shoreline, andobtaining all required permits for the installation of the site features including a fishing dock and platform. b. (1) TITLE AND LOCATION (City and State) Dania Beach Basin 5 Dania Beach, Florida (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2007 CONSTRUCTION (if applicable) Ongoing (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmCGA designed a unique bio-swale stormwater improvement system to benefit both the developed and adjacent mangrove natural habitats. CGA conducted the site and wetland assessments and processed permits through the ACOE, the SFWMD and Broward County. Permitting required extensive negotiation with various Divisions of Broward County including thedevelopment of an Agreement with the County and City for use of the County land, and approval by the County Commission. c. (1) TITLE AND LOCATION (City and State) Blessed John XXIII Miramar, FL (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2009 CONSTRUCTION (if applicable) 2012 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmCGA conducted the Environmental Permitting, which included site assessments, wetland assessments and obtaining aCOE, a Broward County and two South Florida Water Management District permits for the development site and anewly constructed off-site mitigation area. CGA designed the newly constructed off-site mitigation area. d. (1) TITLE AND LOCATION (City and State) A-1-A Improvements Jupiter, FL (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2007 CONSTRUCTION (if applicable) 2014 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmCGA provided the engineering and environmental permitting services for improvements to A-1-A from U.S. 1 to JupiterBeach Road. The project involved the construction of new bike lanes, meandering sidewalks, curb and gutter, lightingand landscape improvements. CGA environmental staff completed a habitat assessment of the entire project corridorand conducted the submerged lands assessments at the locations of the outfalls. CGA completed and submitted theenvironmental LAP documentation, and obtained environmental permits through the U.S Corps of Engineers and theSouth Florida Water Management District. e. (1) TITLE AND LOCATION (City and State) Waterview AKA Foxcroft Miramar, FL (2) YEAR COMPLETEDPROFESSIONAL SERVICES 2010 CONSTRUCTION (if applicable) Ongoing (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmCGA provided planning, site planning, landscape architecture, surveying, engineering and permitting/constructionservices to redevelop (urban infill) an approximately one 133-acre abandoned golf course into a gated 624-unit singlefamily and garden apartment development. Services included reconfiguration of lakes and creation of 21 acres ofwetland habitats. Obtained COE, SFWMD and Broward County and local permits.58 f. (1) TITLE AND LOCATION (City and State) Seawall Replacements Town of Surfside, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2014 CONSTRUCTION (if applicable) 2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Conducted benthic assessments on all Town owned seawalls and immediate submerged lands and obtained permits from FDEP, US COE and Miami-Dade DERM to replace all Town owned seawalls. g. (1) TITLE AND LOCATION (City and State) Intracoastal Park Sunny Isles Beach, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (if applicable) 2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm CGA environmental staff obtained immediate emergency authorization from the jurisdictional agencies to begin repairs on a collapsed portion of seawall along the City’s Intracoastal Park and kept DERM the US COE, and DEP continuously apprised of all activity. CGA quickly responded to the City’s request for design, permitting and construction inspection of the emergency demolition and replacement. Due to the age and deteriorated state, the entire 669 linear feet of seawall was replaced. CGA expedited the permit review process while the Contractor was on-site performing emergency repairs. h. (1) TITLE AND LOCATION (City and State) Lloyd Estates Drainage Improvements Oakland Park, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2014 CONSTRUCTION (if applicable) Ongoing (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Responsible for all site assessments, designing a bio-swale stormwater overflow area for brackish conditions, and obtaining permits through the US COE, the South Florida Water Management District and Broward County. The project involved the installation of two new outfalls, dredging, a sluice gate, and new seawalls into the Sleepy River, sovereign submerged lands. It also involved the construction of a pump station and the creation of a bio-swale/river overflow area within property adjacent to the river. Permitting challenges included close coordination with the SFWMD operations staff on project interactions with the C13 canal, and amending sovereign submerged lands leases for new dredge areas and the gate. i. (1) TITLE AND LOCATION (City and State) Middle Beach Recreational Corridor Miami Beach, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (if applicable) 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Conducted site inspections and plant identifications and processed a CCCL permit through the Department of Environmental Protection. The MBRC is a two mile long paver walkway connecting the existing Miami Beach Boardwalk at Indian Beach Park to the North Beach Recreational Trail at Allison Park. The path fell on state lands on coast dune habitat. The scope of work also included coastal engineering, dune planting plans, lighting design, bidding and construction administration. The ADA-accessible beach pathway supports the use of bicycles, walking, and other non-motorized means of transportation. The MBRC project is a part of the greater Atlantic Greenway Network. j. (1) TITLE AND LOCATION (City and State) Lake Shore Drive Drainage Improvements Lake Park, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2008 CONSTRUCTION (if applicable) 2010 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm As a component of an overall drainage project, conducted a submerged aquatic vegetation survey and obtained a US COE and SFWMD permit for installation of a new outfall and upgrades to existing outfalls into the Lake Worth Lagoon which is recognized Outstanding Florida Waters. The project also required updating all existing outfalls with manatee protection grates. k. (1) TITLE AND LOCATION (City and State) Drainage Improvements City of Weston, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2012 CONSTRUCTION (if applicable) 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Obtained a US COE and a Broward County permit, and modified two South Florida Water Management District master surface water permits for drainage improvements including culvert replacements and new outfalls conducted under a hazard mitigation grant program. l. (1) TITLE AND LOCATION (City and State) City Center Parking Facilities Pembroke Pines, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2008 CONSTRUCTION (if applicable) 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Responsible for environmental permitting, which included the site assessments, wetland assessments and obtaining a US COE, a Broward County and a South Florida Water Management District permit for the development site and for a newly constructed off-site mitigation area. Nearly the entirety of the development site was wetland and was comprised of multiple habitat types and qualities; also developed the mitigation plan for the conversion of an off-site golf course to wetland habitats. The development fell within an FPL power line easement requiring additional coordination and approvals with FPL. The US COE permit required purchasing mitigation bank credits. 59 12 NAME 13 ROLE IN THIS CONTRACT STEVE WATTS, PSM SURVEYOR a TOTAL b WITH CURRENT FIRM 34 415FIRM NAME AND LOCATION (City and State) CALVIN, GIORDANO & ASSOCIATES, INC. – FORT LAUDERDALE, FLORIDA16EDUCATION (DEGREE AND SPECIALIZATION)17 CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE)18 (1) TITLE AND LOCATION (City and State) General Surveying & Mapping Services PROFESSIONAL SERVICES CONSTRUCTION (if applicable) North Lauderdale , Florida Ongoing Check if project performed with current firm (1) TITLE AND LOCATION (City and State) General Surveying & Mapping Services PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Florida Power & Light Ongoing(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm (1) TITLE AND LOCATION (City and State) General Surveying & Mapping Services PROFESSIONAL SERVICES CONSTRUCTION (if applicable) City of Weston , Florida Ongoing(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm (1) TITLE AND LOCATION (City and State) General Surveying & Mapping Services PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Sunny Isles Beach, Florida 2014-2017(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm (1) TITLE AND LOCATION (City and State) General Surveying & Mapping Services PROFESSIONAL SERVICES CONSTRUCTION (if applicable) City of Miami Beach, Florida Ongoing(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (2) YEAR COMPLETED As-Built and Engineering Design Survey for new Public Works Building; Boundary & Topographic Survey, Legal Descriptions, FEMA Flood Elevation Certificates for proposed and finished construction. E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 19. RELEVANT PROJECTS (2) YEAR COMPLETED Boundary and Topographic Surveys, As-Built Surveys, Legal Descriptions, City Limit Determinations and General Surveying Services for the City of North Lauderdale. Additional responsibilities include project surveyor for the topographic survey of the municipal complex, GIS, water control district and utility mapping, Hampton Pines Park and Silver Lakes Middle School ball field renovation. a. b. (2) YEAR COMPLETED Boundary and Topographic Surveys for FPL Boxcar Substation, Boundary Survey of Northwest Service Center - FPL surplus property. Construction stake out of 55 proposed pole locations in Palmetto Bay, Florida. Boundary & Topographic Survey for Port Everglades\Eller Sub-Station Site. 14. YEARS EXPERIENCE FLORIDA PSM NO. 4588OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)Mr. Watts has over 30 years of experience as a Professional Surveyor and Mapper registered in the State of Florida. Having spent his entire surveying career working in Broward County, he is extremely knowledgeable of the rules, requirements and has the experience in providing surveying and mapping services to South Florida municipalities. He specializes in public work and engineering design type surveys, land acquisition, easements, title research, and computer mapping. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE LAND SURVEYING HONORARY BSLS, PURDUE UNIVERSITY, 1984, LAMBDA SIGMA: d. (2) YEAR COMPLETED Boundary and Topographic Surveys, Utility Easements, Construction Survey Control, Sunny Isles Beach pedestrian bridge e. (2) YEAR COMPLETED Boundary and Topographic Survey for North Shore Open Spae Park, Topogrpahic Surveys Middel Beach boardwalk project. AUTHORIZED FOR LOCAL REPRODUCTION (1/2004) MANDATORY USE DATE OF FORM 6/2004 STANDARD FORM 330 60 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12 NAME Mohamed Mabrouk, P.E. 13 ROLE IN THIS CONTRACT Senior Project Engineer 14. YEARS EXPERIENCE a TOTAL 12 b WITH CURRENT FIRM 3 15 FIRM NAME AND LOCATION (City and State) CALVIN, GIORDANO & ASSOCIATES, INC. – FORT LAUDERDALE, FLORIDA 16 EDUCATION (DEGREE AND SPECIALIZATION) Bachelor of Science in Civil Engineering, FIU Masters of Science in Civil Engineering, FIU Masters of Science in Engineering Management, FIU 17 CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) PE FLORIDA NO. 74614 18 OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) TIN#M162554834530 CTQP: QC Manager; Advanced MOT; Asphalt 1 & 2; Earthwork 1 & 2 (pending); Final Estimates 1 & 2; FDOT LAP Checklist Training 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) FDOT District 6; NW 57th Avenue Roadway Improvements Grouping; Miami, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2013 CONSTRUCTION (if applicable) 2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Assistant Resident Engineer. The contract included roadway widening, culvert installation, major utility work, drainage improvements, signalization improvements, signing, pavement marking, and milling & resurfacing. b. (1) TITLE AND LOCATION (City and State) City of Pompano Beach; MLK (Hammondville Road) Improvements (from Powerline Road to Turnpike) Project FM # 432861-1-58-01; Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (if applicable) 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior Project Engineer. Improvements include roadway widening, sidewalk installation, drainage improvements, milling and resurfacing, lighting, median installation, signage, landscaping, irrigation and pavement markings. Cost $3,554,121.43 c. (1) TITLE AND LOCATION (City and State) City of Oakland Park; Bid Pack 9 Infrastructure Improvements; Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (if applicable) 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior Project Engineer. The project encompasses approximately 570 acres, the project boundaries are east of Dixie Highway, west of Federal Highway, north of NE 38th Street and south of NE 50th Court. This project includes drainage improvement, water main replacement, sewer force main replacement, rehabilitation of Lift Station B-2, Lift Station #3, Lift Station #4, sidewalk installation, roadway improvements and resurfacing. Cost $9,640,779.41 d. (1) TITLE AND LOCATION (City and State) Department of Environmental Protection; Kemp Channel Span Replacement; Project FM # 418396-1, FDEP Project # FS050; Kemp Channel, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (if applicable) 2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior Project Engineer. Construction of the Kemp Channel Bridge Span replacement and retrofitting, located at approximately Mile Marker 23.5. This project is to be a portion of the Florida Keys Overseas Heritage Trail State Park as described in the approved Trail Master Plan dated August 2000. Cost $1,868,000.00 e. (1) TITLE AND LOCATION (City and State) City of Oakland Park; Bid Pack 9 Infrastructure Improvements; Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (if applicable) 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior Project Engineer. The project encompasses approximately 570 acres, the project boundaries are east of Dixie Highway, west of Federal Highway, north of NE 38th Street and south of NE 50th Court. This project includes drainage improvement, water main replacement, sewer force main replacement, rehabilitation of Lift Station B-2, Lift Station #3, Lift Station #4, sidewalk installation, roadway improvements and resurfacing. Cost $9,640,779.41 61 12 NAME 13 ROLE IN THIS CONTRACT ROBERT MCSWEENEY, PE CONSTRUCTION ADMINISTRATION a TOTAL b WITH CURRENT FIRM 30 715FIRM NAME AND LOCATION (City and State) CALVIN, GIORDANO & ASSOCIATES, INC. – FORT LAUDERDALE, FLORIDA16EDUCATION (DEGREE AND SPECIALIZATION)17 CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE)18 (1) TITLE AND LOCATION (City and State) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Project Manager/ Engineer-of-Record On-going On-going Check if project performed with current firm (1) TITLE AND LOCATION (City and State) City of Pompano Beach Miscellaneous Engineering Services PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Contract, Contract Manager/Engineer-of-Record 2010 2010(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm (1) TITLE AND LOCATION (City and State) City of Deerfield Beach, FL, Miscellaneous Engineering PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Services Contract, Contract Manager 2010(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm (1) TITLE AND LOCATION (City and State) Sunny Isles Beach Intracoastal Park Seawall Repair PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Sunny Isles, Florida 2015 2015(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm (1) TITLE AND LOCATION (City and State) Town of Surfside Seawall Replacements Phases I and II PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Surfside, FL 2016 2017(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. (2) YEAR COMPLETED Contract Manager/Engineer-of-Record of a continuing services contract providing as needed general engineering, construction adminstration, and surveying and mapping services to the municipality. Projects provided under the contract included: A-1-A “S-Curve” roadway and beautification redevelopment; signalized intersection improvements at Goolsby and Hillsboro Boulevards; signalized intersection improvements at Century and Hillsboro Boulevards; and Hillsboro Boulevard CEI Services. Fees: $400,000. E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 19. RELEVANT PROJECTS (2) YEAR COMPLETED Project Manager/Engineer-of-Record for the town-wide infrastructure improvements project inclusive of sewer mains and laterals rehabilitation/replacement; sewage pump station(s) rehabilitation; storm drainage system upgrades with new storm water pump stations; and water main and water services replacements. Performing continuing services by providing general engineering, and consulting services to the municipality on an as needed basis. Perform review of development plans, utility plans and service upgrades; represent Town as Town Engineer and provide representation/liaison services; provide cost estimating, perform required permitting and assist in Capital Improvements determinations. CGA’s fees: $20,000/year annual contract. a. b. (2) YEAR COMPLETED Contract Manager/Engineer-of-Record for a continuing services contract which provided general engineering, surveying and mapping services, and construction administration services to the municipality on an as needed basis. Projects provided under this contract included municipal pier repairs, reclaimed/reuse water main design and construction services, force main design and construction administration, Pompano Beach Sidewalk Construction Program, facility assessment reporting, Broward County/Pompano Beach Branch Library site engineering design, bridge replacement and culvert improvements. Fees: $300,000. 14. YEARS EXPERIENCE FLORIDA PE NO. 47506OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)Mr. Robert McSweeney, PE, has more than 25 years of local experience in South Florida including permitting, design, project management, and construction administration. His main focus over the past 15 years has been in construction administration for municipal and governmental clients as well as and private sector clients. This work has involved large scale FDOT roadway projects, county and municipal infrastructure projects, utility and neighborhood improvement projects, and roadway reconstruction/traffic calming for multiple municipalities.Mr. McSweeney has the experience to serve the City of Sunny Isles Beach having served as a contract administrator for multiple continuing services contracts providing engineering service to municipal clients including the Town of Surfside, the City of Fort Lauderdale, the City of (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Served as construction manager for the investigation, design, permitting, grant application, and construction of the $1.75 Million project. The project included the construction of ten (10) new precast concrete panel seawalls throughout the Town. CGA was successful in obtaining a 50/50 grant match from F. I. N. D. Town of Surfside Miscellaneous Engineering Services Contract BS CIVIL ENGINEERING, FLORIDA INSTITUTE OF TECHNOLOGY d. (2) YEAR COMPLETED Served as construction manager for the emergency design, permit, and replacement of a partially failed seawall located at the Intracoastal Park. The $1.5 Million project included the construction of two new precast concrete panel Seawalls along with required riprap remediation. e. (2) YEAR COMPLETED AUTHORIZED FOR LOCAL REPRODUCTION (1/2004) MANDATORY USE DATE OF FORM 6/2004 STANDARD FORM 330 62 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 01 21. TITLE AND LOCATION (City and State) SURFSIDE SEAWALL REPLACEMENT SURFSIDE, FL 22. YEAR COMPLETED PROFESSIONAL SERVICES 2012 - 2015 CONSTRUCTION (If applicable) 23.PROJECT OWNER’S INFORMATION a. PROJECT OWNER TOWN OF SURFSIDE b. POINT OF CONTACT NAME GUILLERMO OLMEDILLO c. POINT OF CONTACT TELEPHONE NUMBER (305) 861-4863 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Calvin, Giordano & Associates, Inc. assisted the Town of Surfside by providing a series of professional services in the replacement of ten (10) municipally owned seawalls.CGA staff began by performing an assessment of the Town’s seawalls, ultimately recommending their replacement due to severe degradation. A solution for replacing the seawalls was engineered to maximize the serviceable life of the proposed seawalls.A benthic analysis was conducted on the seawalls and immediate submerged lands as part of the permit application process. Permits were obtained from FDEP, USACE and DRER (formerly DERM). Funding to replace the seawalls was solicited and the project was awarded a $988,000 grant from the Florida Inland Navigation District (FIND). After obtaining the grant, CGA staff helped to administer and maintain it throughout the duration of the project.CGA provided construction management services through the preparation of contract documents, utility coordination, and inspections. The project was completed in July 2015. 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAMECalvin, Giordano & Associates, Inc. (2) FIRM LOCATION (City and State) Fort Lauderdale, Florida (3) ROLESeawall Condition Assessment, Seawall Replacement,Design, Permitting, Grant Writing, Contract DocumentPreparation, Construction Engineering b. c. d. AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (1/2004) MANDATORY USE DATE OF FORM 6/2004 63 AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (1/2004) MANDATORY USE DATE OF FORM 6/2004 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20.EXAMPLE PROJECT KEY NUMBER 21.TITLE AND LOCATION (City and State) George English Park Boat Ramp Ft. Lauderdale, FL 22. YEAR COMPLETED PROFESSIONAL SERVICES 2016 CONSTRUCTION (If applicable) 23. PROJECT OWNER’S INFORMATION a.PROJECT OWNER City of Ft. Lauderdale b.POINT OF CONTACT NAME Dane Edselle c.POINT OF CONTACT TELEPHONE NUMBER (954) 828-6885 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost)Calvin, Giordano & Associates, Inc. was recently selected by the City of Fort Lauderdale to provide design development services, permitting, bid services, and construction management services for the George English Park project. The Park contains a basin connected to the Intracoastal Waterway, and the park contains two aging public boat ramps. The park falls immediately north of Sunrise Boulevard and the ramps were originally designed to serve smaller watercrafts based on the height restrictions of the Sunrise Boulevard Bridge. The ramps are constructed of articulated concrete tiles that continually dislodge and create pot holes, and the associated fixed docks are narrow and inundated at extreme tides. Due to their condition, ramp reconstruction is needed; and due to recent construction that replaced and elevated the Sunrise Boulevard Bridge the City anticipates not only increased use of the ramps but with larger vessels. CGA has provided a design plan to resolve ADA compliance issues, demolish and replace the ramps to accommodate larger vessels and provide floating docks on each side of the ramps that are longer than the previous fixed docks. An additional floating dock is also proposed to be added to an existing docking facility on the northern side of the basin to accommodate other park recreational activities. CGA is working in cooperation with the officials of the City in administering the design and construction of this project and is responsible for the preparation of all design and construction documents and all required permit processing. Design services began in September of 2016, with the completion of the project anticipated by September 2017. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Calvin, Giordano & Associates, Inc. (2) FIRM LOCATION (City and State) Ft. Lauderdale, FL (3) ROLE Prime b. c. d. 48 02 64 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 03 21. TITLE AND LOCATION (City and State) LLOYD ESTATES RESIDENTIAL AND INDUSTRIAL IMPROVEMENTS CITY OF OAKLAND PARK, FL 22. YEAR COMPLETED PROFESSIONAL SERVICES 2013 - 2017 CONSTRUCTION (If applicable) 23.PROJECT OWNER’S INFORMATION a. PROJECT OWNER CITY OF OAKLAND PARK b. POINT OF CONTACT NAME HARRIS HAMID, PE c. POINT OF CONTACT TELEPHONE NUMBER(954) 630-4477 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The Lloyd Estates residential neighborhood is a 17.3 acres area that is bordered on the north by Prospect Road, on the south by Oakland Park Boulevard, on the west by Interstate I-95, and on the east by Andrews Avenue in the City of Oakland Park, Florida. The area has a history of flooding problems due to undersized and/or damaged underground storm drainage collection systems and poorly graded and silted in swales. The existing area experiences frequent flood conditions even at low intensity rain events due to limited discharge capacity and high tail water conditions downstream of the Sleepy River.In order to increase the flood protection Level of Service (LOS) for the area, the Expanded Lloyd Estates Residential and Industrial Improvements (LERIX) project was designed to provide drainage system improvements including swale reconstruction, drainage collection system expansion, exfiltration trenches, bio-swale with a tidal wetland landscape typology, and an emergency pump station with flood gates on the Sleepy River. The proposed drainage system improvements will be able to mitigate a considerable amount of damage caused by storm events by providing additional water quality treatment and storage volume, thereby reducing the durations of flood conditions. The proposed emergency flood gates and pump station will allow the City to aid in preventing the backflow of water from the SFWMD C-13 canal into the Lloyd Estates area and to facilitate the lowering of the Sleepy River flood stages upstream of the structure so that the existing and proposed drainage system improvements will function optimally.The project received a $5,432,550 grant from FEMA under the Hazard Mitigation Grant Program as a result of Hurricane Wilma. CGA assisted the City with identifying the funding opportunity and with successfully completing the application process. 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAMECalvin, Giordano & Associates, Inc. (2) FIRM LOCATION (City and State) Fort Lauderdale, Florida (3) ROLESurveying, Civil Engineering, Electrical EngineeringInstrumentation Engineering, Structural EngineeringGeotechnical Engineering, Landscape ArchitectureEnvironmental Services, Construction Servicesb. c. d. AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (1/2004) MANDATORY USE DATE OF FORM 6/2004 65 AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (1/2004) MANDATORY USE DATE OF FORM 6/2004 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20.EXAMPLE PROJECT KEY NUMBER 21.TITLE AND LOCATION (City and State) Miami Beach Recreational Corridor Miami, Beach, FL 22. YEAR COMPLETED PROFESSIONAL SERVICES 2012-2014 CONSTRUCTION (If applicable) 23. PROJECT OWNER’S INFORMATION a.PROJECT OWNER City of Miami Beach b.POINT OF CONTACT NAME Elizabeth Wheaton c.POINT OF CONTACT TELEPHONE NUMBER ( 305) 673-6070 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost)Calvin, Giordano & Associates, Inc. was contracted by the City of Miami Beach to design and permit an on-grade, ADA-accessible pathway that will support the use of bicycles, Walking, and other non-motorized means of transportation. The MDRC project is a part of the greater Atlantic Greenway Network, which is a system of bicycle facilities throughout the City of Miami Beach. The MDRC will connect to the existing Miami Beach Boardwalk at Indian Beach Park on the south and the North Beach Recreational Trail at Allison Park on the north with a 2-mile paver walkway, continuing the City’s unique branding qualities. The path will be permitted in accordance with the Florida Dept. of Environmental Protection’s and the Florida Fish and Wildlife Conservation Commission’s regulations, as the entirety of the project lies within Stat-owned lands. The scope of work includes extensive public outreach, branding and site design, coastal engineering, dune planting plans, lighting design, and bidding and construction administration. The project will connect business districts, cultural/tourism centers, parks, residential neighborhoods and the beaches. The MBRC will complete a major portion of the essential north-south connector of the AGN and further facilitate pedestrian and non-motorized transportation throughout the City. Design and permitting are anticipated to be completed in Summer, 2015, with construction promptly beginning soon after. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Calvin, Giordano & Associates, Inc. (2) FIRM LOCATION (City and State) Ft. Lauderdale, FL (3) ROLE Landscape Architecture, Electrical Engineering, Civil Engineering, Environmental Permitting,Construction Administration b. c. d. 04 66 AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (1/2004) MANDATORY USE DATE OF FORM 6/2004 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20.EXAMPLE PROJECT KEY NUMBER 21.TITLE AND LOCATION (City and State) Riviera Beach Marina District Redevelopment Riviera Beach, FL 22. YEAR COMPLETED PROFESSIONAL SERVICES 2012-2016 CONSTRUCTION ongoing 23. PROJECT OWNER’S INFORMATION a.PROJECT OWNER City of Riviera Beach b.POINT OF CONTACT NAME Scott Evans c.POINT OF CONTACT TELEPHONE NUMBER ( 561) 844-3408 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost)The City of Riviera Beach, through their CRA, is revitalizing their Marina. This is the “Halo Project” for the City and has been in the planning stages for 20 years. CGA is providing the Civil Engineering design, permitting and construction document preparation as well Surveying, including Topographic Survey and Platting services. The design of this project features extensive drainage improvements including 2700 LF of Exfiltration Trench and more than two acres of Pervious Paver Streets and Pedestrian Areas. The drainage infrastructure supports nearly all the water quality and all of the water quantity treatment for the entire 40 acre site in just the eastern 13 acres. The majority of the on-site water mains and sewer mains will be relocated to accommodate the new buildings. This project features both a fast-track design and a collaborative team approach involving the CRA, City, and the Public. The first phase of the project is nearly complete and the CRA is already planning future development. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Calvin, Giordano & Associates, Inc. (2) FIRM LOCATION (City and State) West Palm Beach, FL (3) ROLE Sub b. c. d. 50 05 67 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 06 21. TITLE AND LOCATION (City and State) DANIA COVE PARK DANIA BEACH, FLORIDA 22. YEAR COMPLETED PROFESSIONAL SERVICES 2011 CONSTRUCTION (If applicable) 23.PROJECT OWNER’S INFORMATION a. PROJECT OWNER CITY OF DANIA BEACH b. POINT OF CONTACT NAME MARK T. FELICETTY c. POINT OF CONTACT TELEPHONE NUMBER (954) 924-6800 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) CGA developed a waterfront park design on an archeologically significant site in the City of Dania Beach. The site, which contains a scenic mangrove cove, is located along the Dania Cut-off canal. The park design features waterfront elements, including a fishing dock and platform, picnic pavilions and an exercise path. Native plantings were used to eliminate the City’s need for permanent irrigation, and plants were selected for their educational opportunities including highlighting the butterfly attracting varieties. The project scope included designing the site amenities to preserve and highlight the remnant Oak Hammock; designing a stabilization system for the shoreline embankment along with vegetating the shoreline (before and after pictures shown above); designing informational kiosks featuring the historic Native American midden and the site’s natural resources; and obtaining all required permits for the installation of the site features. A State and a County Grant were provided to assist in the project costs. The scope also included coordinating with the County and State on gaining approval for the site design, tracking all expenditures and processing and obtaining all grant funds for the City, and closing out the grants and permits. Construction Cost: $537,000 Firm’s Fee: $103,000 (Entire Project) $42,675 (Environmental Graphics, Grant Administration and ERP permitting) 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAMECalvin, Giordano & Associates, Inc. (2) FIRM LOCATION (City and State) Fort Lauderdale, Florida (3) ROLELandscape Architecture, Environmental Planning, Civil Engineering, Surveying, Construction Administration, Environmental Graphics b. c. d. AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (1/2004) MANDATORY USE DATE OF FORM 6/2004 68 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 07 21. TITLE AND LOCATION (City and State) NATALIE’S COVE MASTER DRAINAGE STUDY COOPER CITY, FLORIDA 22. YEAR COMPLETED PROFESSIONAL SERVICES 2014 CONSTRUCTION (If applicable) 23. PROJECT OWNER’S INFORMATION a.PROJECT OWNER CITY OF COOPER CITY b. POINT OF CONTACT NAME MIKE BAILEY c. POINT OF CONTACT TELEPHONE NUMBER (954) 434-2300 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The residential developments within the Flamingo Gardens master drainage basin have a history of flooding problems. The 135-acre drainage basin is served by a master drainage system consisting of interconnected lakes, swales, and stormwater conveyance systems. CGA has performed the drainage study to determine the probable cause of flooding and to evaluate potential drainage improvements. Upon extensive research on historical plans, design, permits, field investigation, and hydrologic/hydraulic modeling, CGA has identified the deficiencies within the master drainage system including insufficient storage volume and extremely undersized lake-interconnect pipes. In order to increase the flood protection level of service (LOS) for the area, CGA has recommended drainage improvements work including replacement of undersized culverts, and expansion of existing lakes. The estimated construction cost for recommended improvements is $1.6 million. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Calvin, Giordano & Associates, Inc. (2) FIRM LOCATION (City and State) Fort Lauderdale, FL (3) ROLE Engineering, Surveying, Permitting, Planning, GIS, Construction Services b. c. d. 69 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 08 21. TITLE AND LOCATION (City and State) SURFSIDE COMMUNITY CENTER SURFSIDE, FL 22. YEAR COMPLETED PROFESSIONAL SERVICES 2006-2011 CONSTRUCTION (If applicable) 23.PROJECT OWNER’S INFORMATION a. PROJECT OWNER TOWN OF SURFSIDE b. POINT OF CONTACT NAME GUILLERMO OLMEDILLO c. POINT OF CONTACT TELEPHONE NUMBER (305) 861-4863 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The Town contracted with CGA for turn-key project management services. The scope was to perform the environmental (east of the CCCL) and local permitting, as well as the overall construction project management. CGA successfully managed the FDEP permitting required to nourish the beach east of the bulkhead line, install and protect native vegetation as well as a beach walk path.The Surfside Community Center and Aquatic Facility is a beachfront property located in the Town of Surfside between Collins Avenue and the beach, across from Surfside’s Town Hall. This newly constructed 7,000-square-foot, multi-purpose facility includes a recreational pool for lap swimming, a children’s activity pool, a whirlpool spa, a plunge pool with slide and Funtraptions Play equipment with slides, gushers and fountains. The facility also includes an activity room, snack bar, first aid station and conference room. There are outdoor tables, shade canopies, lounge chairs, landscaping and secure enclosure around the facility with one entry way to the beach. The plan also provides for future expansion, including a second story. 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAMECalvin, Giordano & Associates, Inc. (2) FIRM LOCATION (City and State) Fort Lauderdale, Florida (3) ROLEProject ManagementConstruction Services b. c. d. AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (1/2004) MANDATORY USE DATE OF FORM 6/2004 70 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 09 21. TITLE AND LOCATION (City and State) SEAWALL AND DOCK CONDITION ASSESSMENT FORT LAUDERDALE, FL 22. YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (If applicable) 23.PROJECT OWNER’S INFORMATION a. PROJECT OWNER CITY OF FORT LAUDERDALE b. POINT OF CONTACT NAME RAYMOND NAZAIRE, PE c. POINT OF CONTACT TELEPHONE NUMBER(954) 828-8954 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) CGA was retained by the City of Fort Lauderdale to assess the condition of the seawall and dock, inclusive of panels, pilings, decking, utility brackets, pipe penetrations and other appurtenances along a portion of City owned / maintained water frontage. CGA was asked to conduct a limited investigation of the observed condition of the concrete slab decking atop the seawall and pilings, and adjacent uplands on the north side of the seawall including Andrews Avenue Bridge. The adjacent paver and landscaped areas have experienced widespread and significant settlement, most notably in the vicinity of the seawall, indicating soil migration from behind the wall by way of flushing through breaches in or beneath the seawall with routine tidal and vessel wave action(s). Condition assessments on public facilities are a matter of regular maintenance and should be carried out on a routine basis. Due to the advanced age of the facility, a condition assessment of the facility is warranted as a matter of public safety. The project site is a public area located at 305 S. Andrews Ave., Section 10, Township 50, Range 42, in the City of Fort Lauderdale, Florida. The subject seawall and marginal concrete dock abut the north side of the New River, fronting the Las Olas Riverwalk development from approximately 150 feet east of the FEC railway to the S. Andrews Avenue Bridge. The total length of seawall and dock is approximately 500 feet. The inspection / investigation was limited to visual observation both above and below the water surface with no geotechnical testing, excavation of tie-back systems, non-destructive or destructive testing of concrete elements. The engineer traversed the length of the property from west to east from the surface and water sides, documenting notable areas with photos and establishing a rough baseline of stationing for reference. 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAMECalvin, Giordano & Associates, Inc. (2) FIRM LOCATION (City and State) Fort Lauderdale, Florida (3) ROLECivil EngineeringConstruction b. c. d. AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (1/2004) MANDATORY USE DATE OF FORM 6/2004 IBased on the investigation, it was CGA’s position that the City of Fort Lauderdale ultimately replace the seawall and dock system entirely with a new seawall and cap, as well as a dock system that will provide a safer facility to the public. Additionally, the affected uplands will require repair and restoration to address settlement and voids issues. 71 AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (1/2004) MANDATORY USE DATE OF FORM 6/2004 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20.EXAMPLE PROJECT KEY NUMBER 21.TITLE AND LOCATION (City and State) Pompano Beach Dune Restoration Pompano Beach, FL 22. YEAR COMPLETED PROFESSIONAL SERVICES 2010 CONSTRUCTION (If applicable) 23. PROJECT OWNER’S INFORMATION a.PROJECT OWNER Pompano Beach CRA b.POINT OF CONTACT NAME Horatio Danovich c.POINT OF CONTACT TELEPHONE NUMBER ( 954) 786-7834 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost)CGA prepared beach access improvements and dune restoration design and permitting in concert with beachfront improvements planned for the Pompano Beach coastline. Improvements included a recreational access path on the back (west) side of the beach dune, providing connections to parking, picnic areas, passive recreational uses and furnishings. In addition, the design scope included providing connections to AIA and facilitating pedestrian and ADA access to the beach. Dune plantings and restoration plans were consistent with regulatory agency requirements and restrictions, as well as furnishings and lighting recommendations met turtle-friendly habitat requirements of the Florida Fish and Wildlife Conservation Commission. For the permit applications processes, CGA was able to rely on past experience permitting with both FFWCC and with the Department of Environmental Protection to guarantee a smooth, timely adherence to process recommendations for expediting all permit needs. CGA also conducted several community meetings to obtain comments and buy-in from the residents. Among their concerns was to maintain visibility of the water over the beach dune. CGA engineered a section for the beach dune that met with the residents’ requests. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Calvin, Giordano & Associates, Inc. (2) FIRM LOCATION (City and State) Ft. Lauderdale, FL (3) ROLE Prime b. c. d. 49 10 72 TITLE OF EXAMPLE PROJECT (From Section F) G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 1 2 3 4 5 6 7 8 9 10 STANDARD FORM 330 (REV. 8/2016) PAGE 4 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS CONTRACT (From Section E, Block 13)1 2 3 4 5 6 7 8 9 10 29. EXAMPLE PROJECTS KEY NUMBER TITLE OF EXAMPLE PROJECT (From Section F)NUMBER 28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in "Example Projects Key" section below before completing table. Place "X" under project key number for participation in same or similar role.) Sandra Lee, AICP CEP, LEED AP BD+C, CFM 73 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 74 AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (1/2004) MANDATORY USE DATE OF FORM 6/2004 PART II – GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM (OR BRANCH OFFICE) NAME CALVIN, GIORDANO & ASSOCIATES, INC 3.YEAR ESTABLISHED 1937 4.DUNS NUMBER FEIN 65-0013869 2b. STREET 1800 ELLER DRIVE, SUITE 600 5. OWNERSHIP a.TYPE CORPORATION2c. CITY FORT LAUDERDALE 2d. STATE FL 2e. ZIP CODE 33316 6a. POINT OF CONTACT NAME AND TITLE DENNIS GIORDANO, PRESIDENT 7.NAME OF FIRM 6b. TELEPHONE NUMBER (954)921-7781 6c. E-MAIL ADDRESS MARKETING@CGASOLUTIONS.COM 8a. FORMER FIRM NAME(S) (If any) 8b. YR. ESTABLISHED 8c. DUNS NUMBER M.E. BERRY & ASSOCIATES/BERRY & CALVIN, INC.1937/1985 044297369 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 93 88 Codes; Standards, Ordinances 1 10 Chemical Engineers 1 0 Construction Management 4 12 Civil Engineers 26 3 Cost Estimating 4 15 Construction Inspector 33 10 Educational Facilities 3 21 Electrical Engineers 1 0 Environmental Impact Studies, Assessments or Statements 4 39 Landscape Architects 4 0 Highways; Streets; Airfield Paving; Parking Lots 4 47 Planners: Urban/Regional 10 5 Hospital & Medical Facilities 4 52 Sanitary Engineers Irrigation; Drainage 6 Permitting Specialists 28 28 Landscape Architecture 4 38 Surveyors 2 1 Office Building; Industrial Parks 3 60 Transportation Engineers 3 0 Planning (Community, Regional Area-wide & State) 4 08 Computer CADD Technicians 5 2 Planning (Site, Installation, and Project) 7 38 Field Surveyors 16 5 Sewage Collection, Treatment and Disposal 4 29 GIS/Data Technology Specialists 10 7 Surveying: Platting; Mapping; Flood Plain Studies 8 Code Enforcement Specialist 32 32 Storm Water Handling & Facilities 6 24 Environmental Specialists 2 0 Traffic & Transportation Engineering 3 24 Environmental Field Crew 0 Urban Renewals; Community Development 4 39 Landscape Designers / Inspectors 8 2 Water Supply; Treatment and Distribution 8 07 Biologist(s)/Indoor Air Quality 0 0 Zoning; Land Use Studies 3 Other Employees 96 47 Total 370 230 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 6.$2 million to less than $5 mil 2.$100,000 to less than $250,000 7.$5 million to less than $10 mil 3.$250,000 to less than $500,000 8.$10 million to less than $25 mil 4.$500,000 to less than $1 mil 9.$25 million to less than $50 mil 5.$1 million to less than $2 mil 10.$50 million or greater a. Federal Work 0 b. Non-Federal Work 9 c. Total Work 9 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a.SIGNATURE b.DATE March 20, 2018 c.NAME AND TITLE DENNIS GIORDANO, PRESIDENT 6275 ARCHITECT - ENGINEER QUALIFICATIONS PART 1 - CONTRACT-SPECIFIC QUALIFICATIONS A. CONTRACT INFORMATION 1. TITLE AND LOCATION (City and State) Marine and Coastal Professional Engineering Consulting Services 2. PUBLIC NOTICE DATE 3. SOLICITATION OR PROJECT NUMBER February 27, 2018 18-02-01 B. ARCHITECT-ENGINEER POINT OF CONTACT 4. NAME AND TITLE Brett D. Moore, P.E., President 5. NAME OF FIRM Humiston and Moore Engineers 6. TELEPHONE NUMBER 7. FAX NUMBER 8. E-MAIL ADDRESS 239-594-2021 239-594-2025 cf@humistonandmoore.com C. PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors.) PR I M E J -V PA R T N E R SU B C O N - TR A C T O R 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT a. √ Humiston and Moore Engineers o CHECK IF BRANCH 5679 Strand Ct. Naples, FL 34110 Coastal engineering, coordination of all detailed phases of coastal projects including beach nourishment, erosion control, & inlets, planning, design, permitting, construction & monitoring. b. √ CSA, Inc o CHECK IF BRANCH 8502 SW Kansas Avenue Stuart, FL 34997 Natural resource mapping, hardbottom mapping threatened and endangered species and habitat surveys, assessments and monitoring, ESA coordination and permitting support. c. √ Pinnacle Ecological Inc. o CHECK IF BRANCH 1314 Neptune Drive, Suite 5 Boynton Beach, FL 33426 Shorebird, Seabird, and sea turtle nesting monitoring. Seagrass mapping and hardbottom habitat location. Coral reef ecologist. d. o CHECK IF BRANCH e. f. o CHECK IF BRANCH D. ORGANIZATIONAL CHART OF PROPOSED TEAM (Attached) AUTHORIZED FOR LOCAL REPRODUCTION MANDATORY USE DATE OF FORM 6/2004 STANDARD FORM 330 (6/2004) PAGE # 76 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME Brett D. Moore, P.E., D.CE. 13. ROLE IN THIS CONTRACT Project Manager / Principal Engineer 14. YEARS EXPERIENCE a. TOTAL 37 b. WITH CURRENT FIRM 26 15. FIRM NAME AND LOCATION (City and State) Humiston & Moore Engineers, Naples FL 16. EDUCATION (Degree and Specialization) M.C.E., Coastal Engineering, University of Delaware 1982 B.C.E., Civil Engineering, University of Delaware, 1979 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) Registered Professional Engineer, State of Florida 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) ASCE FL Engineering Society FL Shore and Beach Preservation Association 2013 FSBPA Jim Purpura/T.Y. Chiu Engineering Award 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) Honeymoon Island Erosion Control Project Phase II Pinellas County, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2009 CONSTRUCTION (If Applicable) 2015 (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer and Project Manager; for the design, permitting, bid documents, technical specifications and construction management of the second phase of an erosion control project involving the placement of 3 erosion control structures and 163,000 cy of beach fill. Project includes sand source evaluation for both upland sand sources and nearshore ebb shoal region. Project was completed in October 2015 and is currently in second year of a 5-year monitoring period. b. (1) TITLE AND LOCATION (City and State) Doctors Pass Erosion Control Project Naples, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2014-present CONSTRUCTION (If Applicable) 2018 (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer and Project Manager for the design, permitting, bid document preparation, and construction management of the reconstruction of a jetty and construction of a breakwater and detached groin system downdrift of jettied inlet. This beach segment was the highest eroding section in Collier County and beach fill alone was not sustainable. Project design considered 4-yr sand bypass from inlet maintenance dredging. Construction completion scheduled from April 2018. c. (1) TITLE AND LOCATION (City and State) South Siesta Key Beach Restoration Project Sarasota, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2012-2016 CONSTRUCTION (If Applicable) 2016 (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer and Project Manager for the design, permitting, bid document preparation, and construction management of the first renourishment of the 2.1-mile section of beach at South Siesta Key. The project included an offshore sand search and the inclusion of an innovative submerged berm segment to improve the longevity of the beach fill at the south end which has experienced chronic erosion. The project was built in 2016 and is currently being monitored. d. (1) TITLE AND LOCATION (City and State) Apollo Beach Nature Preserve Shoreline Restoration Hillsborough County, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2013-present CONSTRUCTION (If Applicable) 2015 (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer and Project Manager for the design, permitting, technical specification preparation, and construction management of the shoreline stabilization and restoration of the Apollo Beach Nature Preserve Park shoreline in Hillsborough County. The park property had been eroding since the mid 1990’s and an existing revetment was failing. The project included 7 breakwaters and 1 T-groin, revetment redesign, seagrass mitigation, and local stakeholder coordination on dredging and beach restoration. Currently developing operations plan with the County. e. (1) TITLE AND LOCATION (City and State) Keewaydin Island Erosion Control Project Naples, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2000-present CONSTRUCTION (If Applicable) 2003 & 2012 (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager; for the design and permitting and construction management of a two-phased erosion control project downdrift of the Gordon Pass Federal Navigation Channel at Gordon Pass. Phase One involved jetty tightening and construction of three T-groins (2003). Phase Two consisted of two breakwaters with detached low profile groins. Project designed to work with 6-year interval of maintenance dredging of Gordon Pass. The project is currently being monitored. 77 12. NAME Marc Damon, P.E. 13. ROLE IN THIS CONTRACT Senior Coastal Engineer 14. YEARS EXPERIENCE a. TOTAL 14 b. WITH CURRENT FIRM 14 15. FIRM NAME AND LOCATION (City and State) Humiston & Moore Engineers, Naples FL 16. EDUCATION (Degree and Specialization) M.S. Ocean Engineering, Florida Institute of Technology, 2001 B.S. Coastal Engineering, Florida Institute of Technology, 2003 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) Registered Professional Engineer, State of Florida 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) ASCE FL Engineering Society Contributes to Presentations at for National Conferences on Beach Preservation Technology 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) Doctors Pass Erosion Control Structures Project Longboat Key, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2015-Present CONSTRUCTION (If Applicable) Ongoing (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Coastal engineer responsible for wave modeling interface with structures for evaluation of alternatives and final design configuration for breakwaters and detached groins. Provided coastal engineering modeling support for regional modeling and beach morphology modeling of design alternatives. b. (1) TITLE AND LOCATION (City and State) Apollo Beach Shoreline Restoration Apollo Beach, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2013-2015 CONSTRUCTION (If Applicable) 2015 (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Coastal engineer responsible for the numerical modeling of storm conditions and evaluation of design alternatives. Prepared exhibits and report to assist with permitting of project. Developed representative wave field from NOAA Wave Watch III for modeling varying conditions in alternative design analysis. c. (1) TITLE AND LOCATION (City and State) Honeymoon Island Erosion Control Project Phase II Pinellas County, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2004-2015 CONSTRUCTION (If Applicable) 2015 (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Coastal engineer responsible for the development of the design and numerical modeling of the borrow areas for Phases I and II. Worked with Athena Technologies on collection of vibracores, sediment analyses, sand compatibility analysis and borrow area design. Ran wave modeling interface with structures for evaluation of alternatives. Provided coastal engineering support for borrow area design, geotechnical and analysis report, and permitting support with regulatory agencies. d. (1) TITLE AND LOCATION (City and State) North Keewaydin Erosion Control Project Naples, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2007-2013 CONSTRUCTION (If Applicable) 2013 (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Coastal engineer responsible for wave modeling interface with structures for evaluation of alternatives and final design configuration for breakwaters and detached groins. Provided coastal engineering modeling support for regional modeling and beach morphology modeling of design alternatives. e. (1) TITLE AND LOCATION (City and State) Singer Island Erosion Control Reef System, Design Alternatives Venice, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2009-1013 CONSTRUCTION (If Applicable) 2013 (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Coastal engineer responsible for the numerical modeling evaluation of design alternatives. Simulated flow over submerged structures and evaluated wave transmission coefficients. Prepared exhibits and report to assist with permitting of project. Developed representative wave field from NOAA Wave Watch III for modeling varying conditions in alternative design analysis. 78 12. NAME Mohamed Dabees, PhD, P.E. 13. ROLE IN THIS CONTRACT Senior Coastal Engineer / Modeler 14. YEARS EXPERIENCE a. TOTAL 29 b. WITH CURRENT FIRM 15 15. FIRM NAME AND LOCATION (City and State) Humiston & Moore Engineers, Naples FL 16. EDUCATION (Degree and Specialization) Ph.D. Civil Engineering, Queen's University, 2000. M.S. Civil Engineering, Drexel University, 1995. M.S. Engineering Management, Drexel University, 1995. B.S. Civil Engineering, Alexandria University, 1988. 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) Registered Professional Engineer, State of Florida 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) ASCE, FL Engineering Society Publications: FSBPA Proceedings for National Conferences on Beach Preservation Technology, International Conferences on Coastal Engineering, Journal of Coastal Research, Canadian Coastal Conference/Award: Excellence in Engineering Education, Queen’s 1998 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) St Petersburg Pier St. Petersburg, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (If Applicable) Current (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Design and permitting support for coastal engineering aspects of the new St Pete pier including offshore Breakwater/ Reef structure to provide wave sheltering for a pocket beach and create artificial reef habitat. The Reef design includes intertidal hard bottom levels and sloped areas providing habitat for oyster beds and large essential fish habitat areas. The design and analysis included regional modeling of Tampa Bay tidal hydrodynamics and wave climate, evaluation of wave loading on pier structural elements and coordination with project team on design and permitting. b. (1) TITLE AND LOCATION (City and State) Apollo Beach Shoreline Restoration Hillsborough County, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2013-2015 CONSTRUCTION (If Applicable) 2015 (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior coastal engineer and modeler completed regional model for Tampa Bay and detailed model for Apollo Beach Nature Preserve Park. Wave and morphology modeling evaluated historical changes and proposed design alternatives. Design optimization of alternatives to support environmental resources and provide shore protection. c. (1) TITLE AND LOCATION (City and State) Honeymoon Island Erosion Control Project Phase II Pinellas County, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2004-2012 CONSTRUCTION (If Applicable) 2015 (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior coastal engineer and modeler completed regional circulation model runs for the region and project areas. Conducted an inlet evolution model study for Hurricane Pass, evaluated inlet changes and impact analysis from alternative dredging designs, coastal processes modeling, wave transformation modeling of nearshore area. Evaluation of alternative dredging configurations. Studies completed for Phases I &II utilizing monitoring data for model verification. d. (1) TITLE AND LOCATION (City and State) North Keewaydin Erosion Control Project Naples, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2001-2013 CONSTRUCTION (If Applicable) 2012-2013 & 2016 (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior coastal engineer and modeler completed wave transformation and refraction modeling, development of sand budget for alternative design conditions for erosion control design and permitting support. Analysis included NLINE modeling for beach morphology modeling applying 7 years of monitoring data for model calibration and verification, regional modeling, wave transformation modeling and inlet morphology modeling using USACE historic data. e. (1) TITLE AND LOCATION (City and State) Singer Island erosion control project, Palm Beach County, FL Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2005-2012 CONSTRUCTION (If Applicable) N/A (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior coastal modeler completed beach evolution modeling and effects of nearshore hardbottom on beach evolution. The project tasks included evaluation of various alternatives for erosion control including, breakwaters, groins and submerged artificial reef structures. The analysis also included modeling of the USACE existing submerged breakwater at Sunny Isles which was constructed in 2002 in Miami Dade County Florida. The modeling and analysis evaluated the functional design of the Sunny Isles project and the improved sand budget as the result of the nourishment completed along adjacent beaches. 79 12. NAME Steve Foge 13. ROLE IN THIS CONTRACT Senior Engineer 14. YEARS EXPERIENCE a. TOTAL 28 b. WITH CURRENT FIRM 14 15. FIRM NAME AND LOCATION (City and State) Humiston & Moore Engineers, Naples FL 16. EDUCATION (Degree and Specialization) B.S. Engineering, California State University, 1987 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Certified 24-hour hazard materials technician oil spill 1st responder on call for the Ostego Bay Oil Spill Co-op in Fort Myers, FL SCUBA, advanced open water certified 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) Clam Pass 2013 reopening Naples, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2013 CONSTRUCTION (If Applicable) 2013 (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Engineer responsible for coordination of hydrographic data with hydrographic surveyor, quality control of data sets, development of digital terrain surfaces for use with H&M staff in design of dredge sections, beach disposal, computation of volumes, detailed development of permit drawings and construction plans. Development of bid schedule and material quantities and costs for support on Opinion of Probable Costs and Bid process. Coordinate with H&M staff for field control and construction management. b. (1) TITLE AND LOCATION (City and State) Honeymoon Island Beach Restoration & Erosion Control Project Phase I and Phase II, Pinellas County Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2004-2012 CONSTRUCTION (If Applicable) 2007-2008 & 2014-2015 (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Engineer responsible for coordination of hydrographic data with hydrographic surveyor, quality control of data sets, development of digital terrain surfaces for use with H&M staff in design of beach and borrow areas, computation of volumes, detailed development of permit drawings and construction plans, computation and exhibits for volumetric and shoreline change and monitoring reports. Development of bid schedule and material quantities and costs for support on Opinion of Probable Costs and Bid process. Coordinate with H&M staff for field control and construction management and monitoring. c. (1) TITLE AND LOCATION (City and State) Gordon Pointe Boat Basin and Floating Dock Naples, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2013-2015 CONSTRUCTION (If Applicable) 2015 (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Assist with design and project management for the construction of a new marina basin, seawall, and concrete floating dock installation. Generate plans, specs, bid documents and assist with contract development. Manage project and oversee construction. d. (1) TITLE AND LOCATION (City and State) Collier County Beach Monitoring 2011, 2012, 2015 through 2018 (2) YEAR COMPLETED PROFESSIONAL SERVICES 2011 – 2012, 2015 - 2018 CONSTRUCTION (If Applicable) N/A (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Engineer responsible for coordination with other firms for historical data sets, coordination with hydrographic surveyor on necessary data collection, quality control of data sets, development of digital terrain surfaces for evaluation of historical changes and project performance, computation and exhibits for volumetric and shoreline change and monitoring report. Coordination with local environmental monitoring consultant to ensure compliance with state and federal agencies’ required monitoring and reporting. e. (1) TITLE AND LOCATION (City and State) Wiggins & Doctors Pass Monitoring 2011 (2) YEAR COMPLETED PROFESSIONAL SERVICES 2011-2012 CONSTRUCTION (If Applicable) N/A (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Engineer responsible for coordination with other firms for historical hydrographic data sets, coordination with hydrographic surveyor on necessary data collection, quality control of data sets, development of digital terrain surfaces for evaluation of historical changes and project performance, computation and exhibits for volumetric and shoreline change and monitoring report. Coordination with local environmental monitoring consultant to ensure compliance with state and federal agencies’ required monitoring and reporting. 80 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER X 21. TITLE AND LOCATION (City and State) Doctors Pass Erosion Control Structures Project 22. YEAR COMPLETED PROFESSIONAL SERVICES 2014-Present CONSTRUCTION (If applicable) Under Construction 3/2018 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER Collier County b. POINT OF CONTACT Gary McAlpin c. POINT OF CONTACT TELEPHONE NUMBER (239) 252-5342 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT Humiston & Moore Engineers (H&M) was selected by Collier County to design, permit, prepare techcnial specifications, and provide construction observation services and project certifications for the Doctors Pass Erosion Control Project. Chronic erosion downdrift of the inlet had outpaced the beach nourishment program in place and a more durable sustainable and manageable solution was necessary. The project involves refurbisment of the south jetty, construction of a rock mound breakwater with a detached low profile groin, a spur off the south side of the south jetty at Doctors Pass and the refurbishment of the small rock groin approximately 1000 feet south of the jetty. The purpose of this project is to improve the longevity of the fill placement on the beach south of the Pass through the use of low profile erosion control structures. The structures are designed to release sand to the south over time, the design considers future periodic sand placement within the project area from the long term maintenance dredging of Doctors Pass currently being dredged at apprximate 4-year cycles. Project Tasks Included: Regional Model study Sediment Budget Inlet and Nearshore Processes Modeling Long-term Inlet Evolution Modeling Wave and sediment transport modeling Analysis of erosion control alternatives Construction Observation Scope Included: Alternatives Analysis Design and Permitting Contract Documents & Specifications Construction Observation Project Certifications Project Compliance Monitoring 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME Humiston & Moore Engineers, P.A. (2) FIRM LOCATION (City and State) Naples, FL (3) ROLE Design and Permitting, Project Management (1) FIRM NAME Sea Diversified, Inc. (2) FIRM LOCATION (City and State) Delray Beach, FL (3) ROLE Hydrographic surveying Construction Plans Construction (March 2018) Modeling of Alternatives 81 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER X 21. TITLE AND LOCATION (City and State) Keewaydin Island Erosion Control Project, and Cove Marina Dredging, Gordon Pointe Boat Basin Dredging, Naples, Florida 22. YEAR COMPLETED PROFESSIONAL SERVICES 2000-Present CONSTRUCTION (If applicable) 2010, 2012, 2015, on-going 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER Comax Partners Limited Partnership b. POINT OF CONTACT James Murphy c. POINT OF CONTACT TELEPHONE NUMBER 239-434-8437 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT Humiston & Moore Engineers (H&M) was hired by the owner of the properties adjacent to Gordon Pass for multiple projects including implementation of a CCCL Development Agreement including renovation of a historic club, residential construction and recreational amenities on the north end of Keewaydin Island; design, permitting and implementation of a long-term Cove maintenance dredging on Keewaydin Island; and design and implementation of a multi-phased erosion control project on the gulf front on Keewaydin Island. Tasks also included the design and permitting with construction observation of a basin to the north. Keewaydin Island is located near the south end of the City of Naples, in Collier County, Florida. The erosion control structures on the north end of Keewaydin Island were designed to address downdrift inlet related erosion. Additional services were implanted in the 1998 and 2010 maintenance dredging of Keewaydin Cove on the bay side of Keewaydin Island which contains 33 fixed boat slips. The Cove provides critical access to the island. The 2010 project involved removal of approximately 3,000 cy of sand by small hydraulic dredge and included an onsite disposal basin. Sand was then moved to the dune system. Due to minor impacts to sparse seagrasses in the Cove, a successful seagrass mitigation plan was carried out off Woodring Point east of Sanibel. H&M were also the project engineers to manage and permit the Gordon Point Basin Project on the north adjacent property to Gordon Pass. Scope of work included seawall design, seawall replacement, installation of floating docks, dredging of a new basin, and other minor activities. Reuben Clarson Consulting was the structural design engineer of record for the seawall activities. H&M designed the dredging and secured an upland disposal site for the sediment. This project commenced in June 2014 and completed January 2015. 012 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME Humiston & Moore Engineers, P.A. (2) FIRM LOCATION (City and State) Naples, FL (3) ROLE Design, permitting, coordination with state, local and Federal Agencies (1) FIRM NAME Reuben Clarson Consulting (2) FIRM LOCATION (City and State) St. Petersburg, FL (3) ROLE Structural Design Keewaydin Cove 33 slips & access March 2017 Jan 2017 March 2017 Gordon Pointe Basin Keewaydin Cove 33-slips & access Erosion Control Structures Gordon Pointe Basin (multiple slips) 82 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER X 21. TITLE AND LOCATION (City and State) Honeymoon Island Beach Restoration Project-Phase II Pinellas County, Florida 22. YEAR COMPLETED PROFESSIONAL SERVICES 2004-Present CONSTRUCTION (If applicable) 2007 and 2014-2015 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER Florida DEP Parks & Pinellas County b. POINT OF CONTACT Marshall Flake c. POINT OF CONTACT TELEPHONE NUMBER 850-245-3170 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT Honeymoon Island Beach Restoration Project – Phase II, completed in 2015, involved designing an expanded erosion control project north of the T-groin designed, permitted, and constructed under Phase I in 2007/8 to protect the failing north parking lot and access. Phase II services included securing a reliable sand source for enhanced recreational use and improved storm protection bordering the park facilities north of Phase I. The borrow area for beach fill was designed to re-align the flow of Hurricane Pass to reduce persistent erosion and shoaling challenges throughout the inlet and realign the navigation channel away from the highly used recreational beach. This project is a cooperative effort of the Florida Department of Environmental Protection and Pinellas County, through Humiston & Moore Engineers. As part of the design for the second phase, the Park Service realigned the parking lot to allow for a landward retreat and conversion of approximately an acre of parking surface to be converted as part of the beach and dune system. This second phase consisted of 3 T-groins and approximately 163,000 cubic yards of sand fill from an expanded borrow area used for Phase I. Weekly meetings benefited the construction progress. The project has received state funding and is being monitored. The project performed very well in protection upland infrastructure during the 2016 and 2017 hurricane seasons and has established a sustainable beach in an area experiencing chronic erosion since 1982. H&M remains involved at the park consulting on coastal design and permitting issues related to upland improvements. H&M has also provided design and permitting for seawall replacement at the Caladesi Island State Park marina. That project has been permitted and is being completed in phases which began in April 2017. Project Tasks Included: Hydrographic mapping Borrow area investigation, design and sediment compatibility analysis Inlet and nearshore morphology modeling & beach evolution modeling Wave, sediment transport, & hydrodynamic modeling Analysis of erosion control alternatives Innovative T-groin design Public awareness and coordination, state funding Beach nourishment & construction observation Scope Included: Alternatives Analysis Design and Permitting Contract Documents & Specifications Construction Observation Project Monitoring 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME Humiston & Moore Engineers, P.A. (2) FIRM LOCATION (City and State) Naples, FL (3) ROLE Design, permitting, coordination with state, local (1) FIRM NAME Sea Diversified, Inc. (2) FIRM LOCATION (City and State) Delray Beach, FL (3) ROLE Hydrographic Surveying January 2016 October 2015 83 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER Palm Beach County b. POINT OF CONTACT NAME Michael Stahl c. POINT OF CONTACT TELEPHONE NUMBER 561-233-2433 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT Humiston & Moore Engineers (H&M) prepared an evaluation of submerged nearshore reef system for Palm Beach County. The analysis reviewed several alternatives to emergent structures and assessed their effectiveness in reducing the wave energy along the beach. The analysis considered various design elements considering design criteria such as distance offshore, structures’ length, width and depth. Several numerical models were employed to evaluate the wave transmission over the reef system alternatives and the interaction between the structures and the current flow. Some of the numerical models used included CMS-Wave, CMS-Flow, Bouss2d and an in-house Beach evolution model NLINE. The analysis was used assess various shoreline erosion control options. Project Tasks Included: Hydrographic mapping Wave, sediment transport, & hydrodynamic and morphology modeling Project design, alternatives analysis, and cost analysis s 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME Humiston & Moore Engineers, P.A. (2) FIRM LOCATION (City and State) Naples, FL (3) ROLE Coastal Engineer (1) FIRM NAME Sea Diversified (2) FIRM LOCATION (City and State) Delray Beach, FL (3) ROLE Professional Surveyor F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER X 21. TITLE AND LOCATION (City and State) Singer Island Erosion Control Reef System Technical Evaluation of Design Alternatives 22. YEAR COMPLETED PROFESSIONAL SERVICES 2010 CONSTRUCTION (If applicable) NA Profile - Structure Alternatives CMS-Flow Model Results Model Results – Transmission Coefficients 84 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER Sarasota County, FL b. POINT OF CONTACT NAME Laird Wreford c. POINT OF CONTACT TELEPHONE NUMBER (941) 809-7491 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The South Siesta Key is located approximately 4 miles south of Sarasota Pass in Sarasota County, Florida. The area has been experiencing high erosion eroding over the years mostly due to a lack of sediment supply to the system because of a prominent rock outcrop formation know as Point ’O Rocks and large scale nearshore changes to the south upon closure of Midnight Pass. The beach was nourished in 2007 with approximately 1M CY of sand. Humiston & Moore Engineers was selected by Sarasota County to design and permit Phase II of the beach restoration project. The project included an offshore sand search, project design updates, final plans, permitting, technical specifications and bid process support to the County, and construction compliance overview, on site observation, and project certification. The project construction started in March 2016 and was competed in late April 2016 and included an innovative submerged nearshore berm to help reduce chronic erosion stress along the south segment. The project also included dune planting and monitoring of nearshore and offshore natural resources. Weekly progress meetings during construction with the county, contractor, and engineer created a positive experience and successful project. In September 2016, Hurricane Hermine impacted South Siesta Key, causing accelerated adjustments to the newly placed sand. H&M was hired by the county to provide an analysis of the storm impacts to FEMA. PCS conducted the post storm survey, and a sand budget analysis was conducted by H&M from the data collected. Project Tasks Included: Regional Model study Sand Search Sand Compatibility Analysis Coastal Processes Modeling Wave and sediment transport modeling 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME Humiston & Moore Engineers, P.A. (2) FIRM LOCATION (City and State) Naples, FL (3) ROLE Coastal Engineer of Record (1) FIRM NAME CSA, Inc (2) FIRM LOCATION (City and State) Stuart, FL (3) ROLE Environmental Consultant, Hardbottom (1) FIRM NAME Sea Diversified (1) FIRM NAME Delray Beach, FL (1) FIRM NAME Hydrographic surveying, F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER X 21. TITLE AND LOCATION (City and State) South Siesta Key, Phase II Beach Renourishment Project 22. YEAR COMPLETED PROFESSIONAL SERVICES 2012-Present CONSTRUCTION (If applicable) 2016 Pre-Construction: 02/08/2016 Construction: 03/22/2016 Scope Included: Design and Permitting Contract Documents & Specifications Construction Observation Opinion of Probable Costs Project Monitoring 85 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER Apollo Beach Waterway Improvement Group b. POINT OF CONTACT NAME Ross Dickerson, Hillsborough County c. POINT OF CONTACT TELEPHONE NUMBER (727) 452-1389 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The Apollo Beach Nature Presereve is located at the north end of Apollo Beach in Tampa Bay, Hillsborough County, Florida. The north end of the Island has been experiencing chronic erosion following the construction of revetments along much of the private properties south of the preserve. A revetment was installed by the County on a portion of the property in 2010 but was in need of rebuilding and was transferring the erosion further north on the preserve. Humiston & Moore Engineers was selected as part of the Hillsborough County Project Team for the Apollo Beach Nature Preserve Shoreline Restoration Project led by Flores Construction Co. The project construction started in December 2014 and includes 7 breakwaters and an innovative terminal T- groin to reduce sand losses to the navigation channel and protect the recreational beach area. The project also includes restoration of the upland revetment and placement of beach fill, dune restoration, and seagrass mitigation. Humiston & Moore Engineers provided construction coordination for maintenance dredging of inland channels. This included the construction of an upland onsite containment basin for dewatering purposes. This prevented a direct pump to the beach where sparse seagrass beds were located which would not be permitted. After the dewatering efforts, the sand was then trucked to the beach for placement. Project Tasks Included: Regional Model study Sand Compatibility Analysis Inlet and Nearshore Processes Modeling Long-term Inlet Evolution Modeling Wave and sediment transport modeling Analysis of erosion control alternatives Construction Observation Scope Included: Alternatives Analysis Design and Permitting Contract Documents & Specifications Construction Observation Project Monitoring 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME Humiston & Moore Engineers, P.A. (2) FIRM LOCATION (City and State) Naples, FL (3) ROLE Project Engineer of Record F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER X 21. TITLE AND LOCATION (City and State) Apollo Beach Erosion Control Structures and Maintenance Dredging 22. YEAR COMPLETED PROFESSIONAL SERVICES 2013-Present CONSTRUCTION (If applicable) 2015 Apollo Beach Breakwaters >1 YR Post-Construction (March 2017) 86 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. l "" d k b f 1 2 3 4 5 6 7 8 9 10 Brett D. Moore, P.E. Project Manager (Point of Contact) √ √ √ √ √ √ Mohamed Dabees, PhD, P.E. Senior Coastal Engineer √ √ √ √ Steve Foge Engineer/Quality Control √ √ √ Marc Damon, P.E. Engineer √ √ √ √ TITLE OF EXAMPLE PROJECT (FROM SECTION F) 1 Doctors Pass Erosion Control Structures Project 6 Apollo Beach Erosion Control Structures 2 Keewaydin Island projects 7 3 Honeymoon Island Beach Restoration Project 8 4 Singer Island Erosion Control Reef System 9 5 South Siesta Key Beach Restoration Project-Phase II 10 87 H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH SHEETS AS NEEDED. H&M has been providing these specialized services for over 26 years. H&M has completed many beach restoration and erosion control projects in Florida from initial feasibility through design, permitting, bidding, construction phase services, and follow up monitoring. Since the founding of the firm in 1991, H&M has established itself as one of the main coastal engineering firms in Florida. H&M has significant experience in the field of erosion control design through the practical yet innovative application of proven technologies and has developed and maintained an excellent rapport with the State and Federal regulatory agencies. Over the past 26 years H&M has gained extensive experience in addressing a wide range of complex coastal issues and has been involved in providing specific coastal engineering services necessary for the design, permitting, bidding and construction phase services for many successful coastal projects. H&M has a great deal of positive experience with the regulatory permitting process, particularly the State DEP Joint Coastal Permitting (JCP), U.S. Army Corps of Engineers (USACE) permitting, the state DEP Environmental Resource Permitting (ERP), State Water Management District (WMD) permitting, and the State DEP Coastal Construction Control Line permitting programs as well as the State DEP Beach Management Office. State and Federal regulatory programs include the coordination with the federal National Oceanic and Atmospheric Administration (NOAA)m Protected Species Department (PRD) and the National Marine Fisheries Service (NMFS), as well as the U.S. Fish and Wildlife Service (FWS). The state process includes coordination with the Florida Fish and Wildlife Conservation Commission (FWC). H&M has a strong technical background in the specialized field of coastal engineering, not only from an academic perspective, but also in terms of practical applied experience including data collection, design, permitting, cost estimating, and construction management and observation. The principals of H&M have specific experience with the design and implementation of beach nourishment, dune restoration and enhancement, shoreline protection revetment design, and nearshore and offshore erosion control structures. Services provided include coastal process analysis, alternatives design analysis, permitting, final design, plan preparation, bid document and technical specification preparation, pay quantity review during construction, on site construction observation, and follow up monitoring with project performance assessment. H&M also has helped many clients dealing with post storm conditions, including development of interim strategies for property protection while a longer more permanent solution is being pursued. H&M also has been successful in achieving approved FEMA funding for reimbursement of post storm restoration. I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. 31. SIGNATURE 32. DATE March 19, 2018 33. NAME AND TITLE Brett D. Moore, P.E. President STANDARD FORM 330 (6/2004) PAGE # 88 8 9 ARCHITECT-ENGINEER QUALIFICATIONS STANDARD FORM 330 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE David B. Snyder Project Scientist, Fishes and Essential Fish Habitat Expert a. Total b. With This Firm 35 31 15. FIRM NAME AND LOCATION (City and State) CSA Ocean Sciences Inc., Stuart, Florida 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) M.S. Marine Biology/Ichthyology None 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Organizations: American Academy of Underwater Scientists (AAUS); American Society of Ichthyologists and Herpetologists (ASIH) 19. RELEVANT PROJECTS a. (1) Title and Location (City and State) (2) Year Completed Brevard County Mid Reach Beach Restoration Program Brevard, Mid-Reach Professional Services Construction (If applicable) Ongoing (3) Brief Description (Brief Scope, Size, Cost, etc.) and Specific Role x Check if project performed with current firm Project Manager for Brevard County Mid Reach Beach Restoration Program hardbottom monitoring. Hardbottom epibiota and fishes are being monitored at four fill areas and one reference area off Brevard County’s Mid Reach. Monitoring data include quantitative photography and visual fish assessments. Data have been collected annually since 2013 to provide pre-construction information from which to assess potential impacts of the beach construction, which is expected for 2018. Also contributed to Uniform Mitigation Assessment Methodology analysis leading to design of a mitigation reef. Mitigation reefs were deployed during summer 2017 and monitored with quantitative photography and visual assessment. Project Cost: $129,080 (billed to date) b. (1) Title and Location (City and State) (2) Year Completed South Siesta Key Beach Nourishment Project, Phase II Hardbottom Monitoring Surveys Sarasota County, Florida Professional Services Construction (If applicable) 2015; 2016 2016 (3) Brief Description (Brief Scope, Size, Cost, etc.) and Specific Role X Check if project performed with current firm Field Scientist and Subject Matter Expert for multiyear monitoring program for the Siesta Key, Florida beach renourishment project. Assessment of nearshore and offshore hardbottom biological habitats before, during, and after construction. Key expert for scientific data collection, including collecting close-up photos, video, and in situ repetitive quadrat data to characterize the hardbottom biological communities. Co-authored multiple reports, led statistical analyses, and program design. Cost: $490,341. c. (1) Title and Location (City and State) (2) Year Completed Key Ecological Functions of East Florida Nearshore Hard Bottom and Artificial Reefs Offshore, East Florida Professional Services Construction (If applicable) 2014 (3) Brief Description (Brief Scope, Size, Cost, etc.) and Specific Role X Check if project performed with current firm Chief Scientist, Project Manager, Ichthyofaunal Expert, and Chief Statistician for an evaluation of ecological function and mitigation of nearshore hardbottom in southeast Florida. CSA managed a literature search and synthesis project to identify the area’s key ecological functions of nearshore hardbottom. The synthesis examined functions of algae, invertebrates, fishes, and marine turtles. CSA worked with a multi-agency Technical Advisory Committee to investigate how specific ecological functions vary with respect to water depth in the nearshore environment. After the information gathering phase of the project, CSA conducted assessments of ecological function by sampling biota over time and across a gradient of water depths at artificial and natural hardbottom features in two areas of Palm Beach County: Singer Island and Ocean Ridge. The experimental design consisted of three categorical factors: depth, reef, and survey. During the six field surveys, epibiota were assessed for percent cover from 0.5 m-2 quadrats; macroalgae and associated invertebrates were suction-sampled for estimating species richness and abundance. Microhabitat use by newly settled fishes was assessed by visual survey and 0.3 m-2 photo quadrats, and newly settled fishes were captured with hand nets for identification. Visual transects for sea turtles were used to determine the presence and abundance of sea turtle species. In-depth statistical analysis accompanied the data in a comprehensive report. Project Cost: $412,523. d. (1) Title and Location (City and State) (2) Year Completed Venice Beach Nourishment Project Venice, Florida Professional Services Construction (If applicable) 2013 (3) Brief Description (Brief Scope, Size, Cost, etc.) and Specific Role x Check if project performed with current firm Chief Scientist and Project Manager responsible for successful completion of all tasks, data analysis, and reports for monitoring of hardbottom adjacent to fill and borrow areas for a beach nourishment project offshore Venice, Florida. The purpose of the monitoring program was to assess 1) how the equilibrium toe-of-fill for the proposed project performs compared with the predictions, and 2) possible direct and indirect impacts to biota. Hardbottom features that support epibiotic assemblages occurring near the offshore borrow sites and nearshore fill sites were monitored for impacts related to sedimentation, turbidity, and other dredge-related stressors. CSA also monitored proposed corridors for dredging pipelines prior to dredging to ensure the pipelines would not directly contact hardbottom and after dredging to document any impacts that may have occurred. In addition, CSA was responsible for pre-construction monitoring of shorebirds and migratory seabirds and their behavioral activity and nests. CSA evaluated the monitoring data and prepared reports that presented monitoring results and compared predicted versus actual impacts. CSA also monitored the nearshore artificial mitigation reef constructed offshore of Venice Beach for colonization and community stabilization following construction. Project Cost: $1,322,197. 90 STANDARD FORM 330 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Rex E. Baumberger, Jr. Project Scientist, Project Manager a. Total b. With This Firm 16 7.5 15. FIRM NAME AND LOCATION (City and State) CSA Ocean Sciences Inc., Stuart, Florida 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) M.S. in Marine Biology None 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Mr. Baumberger is a marine biologist with over 16 years of experience in marine environmental science, with a strong background in field studies of sub-tropical and tropical marine communities and coastal ecosystems. He has served as a field scientist and project manager on a diverse range of marine environmental studies concerning coral reef and nearshore hardbottom habitats and has extensive experience conducting multi-year monitoring programs of nearshore hardbottom habitats in Florida prior to and following beach restoration programs, playing a major role in seven projects along the Florida coasts. He also has experience conducting damage assessments and monitoring surveys, designing and implementing reef restoration plans, conducting restorations on coral reefs and monitoring of sea turtle nesting. Mr. Baumberger has over 14 years of experience as a scientific diver with over 2,500 logged dives. He holds American Academy of Underwater Sciences (AAUS) Scientific Diver and National Association of Underwater Instructor’s (NAUI) Advanced and Nitrox Diver certifications. He is trained in cardiopulmonary resuscitation (CPR), first aid, and oxygen administration. 19. RELEVANT PROJECTS a. (1) Title and Location (City and State) (2) Year Completed South Siesta Key Beach Nourishment Project, Phase II Hardbottom Monitoring Surveys Sarasota, Florida Professional Services Construction (If applicable) 2016 2015 (3) Brief Description (Brief Scope, Size, Cost, etc.) and Specific Role X Check if project performed with current firm Project Manager and Lead Field Scientist for multi-year monitoring program for the Siesta Key, Florida beach renourishment project. Responsible for assessment of offshore hardbottom, mapping, and survey of hardbottom biological habitats before, during, and after construction. Interfaced with Florida Department of Environmental Protection to draft a Biological Monitoring Plan, coordinated hardbottom assessments, installed transects, planned and executed the monitoring surveys, mapped resources with submersible GPS, performed scientific data collection including collecting close-up video and in situ repetitive quadrat data to characterize the hardbottom biological communities. Authored multiple reports. Cost: $490,341. c. (1) Title and Location (City and State) (2) Year Completed Miami Harbor Deepening Project Seagrass and Coral Mitigation Miami, Florida Professional Services Construction (If applicable) 2015 2014 (3) Brief Description (Brief Scope, Size, Cost, etc.) and Specific Role X Check if project performed with current firm Field Scientist for coral and seagrass mitigation activities for the U.S. Army Corps of Engineers and the Port of Miami under a subcontract to Great Lakes Dredge & Dock LLC. Participated in pre-construction surveys of coral reef habitats identified as areas of potential or known impacts to locate at-risk coral colonies for relocation. Relocated staghorn coral, Acropora cervicornis (a species listed as threatened under the Endangered Species Act), other healthy stony coral colonies, octocorals, and sponges from areas of impact to an artificial reef newly constructed as part of the overall environmental mitigation efforts as well as to nearby natural reefs. Led installation of artificial reef transects and mapping of relocated corals, took coral measurements and photographs, and conducted health assessments immediately following reattachment to monitor success. Also participated in seagrass surveys of the Julia Tuttle Mitigation Site (an old dredge hole in Biscayne Bay) to document seagrass habitat. Led follow-up surveys of transplanted seagrasses for survivorship and growth, confirming the success of the relocation. Cost: $1,875,482. d. (1) Title and Location (City and State) (2) Year Completed Nearshore Hardbottom and Coral Reef Monitoring for the Hillsboro/Deerfield Beach Nourishment Town of Hillsboro Beach/City of Deerfield Beach, Florida Professional Services Construction (If applicable) 2015 2011 (3) Brief Description (Brief Scope, Size, Cost, etc.) and Specific Role X Check if project performed with current firm Project Manager and Field Supervisor throughout a 5-year period to assess nearshore hardbottom habitats before, during, and after construction of a beach nourishment project on Hillsboro/Deerfield Beach as well as coral reef habitat adjacent to borrow areas. Conducted multiple field surveys to establish and monitor permanent transects and collect close-up video and quadrat data to characterize and monitor hardbottom communities. Conducted health assessments of corals in response to potential project-related sedimentation and prepared weekly coral health reports during construction phase. Authored annual monitoring reports for nearshore and offshore borrow area surveys. Cost: $576,583. e. (1) Title and Location (City and State) (2) Year Completed Broward County Outfall Coral Monitoring Broward County, Florida Professional Services Construction (If applicable) 2016 (3) Brief Description (Brief Scope, Size, Cost, etc.) and Specific Role X Check if project performed with current firm Project Manager and Field Supervisor for a series of coral monitoring surveys associated with the Ocean Outfall Cover Material Rehabilitation Project offshore the Broward County Water and Wastewater Services North Regional Wastewater Treatment Plant in Pompano Beach. The monitoring surveys were initiated to monitor success of stony and soft corals on the artificial reef and relocated to the cover material on the outfall pipe following damage to benthic resources during maintenance dredging of the Hillsboro Inlet in 2002. Reference colonies were also tagged and monitored. CSA also reattached an additional 40 “corals of opportunity” (corals naturally detached from substrate due to bio-erosion or storms) to the cover material and performed monitoring surveys of these colonies as well as respective reference colonies as additional mitigation. Cost: $80,807. 91 STANDARD FORM 330 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Erin C. Hodel Marine Biologist – Nearshore Hardbottom Specialist a. Total b. With This Firm 15 11 15. FIRM NAME AND LOCATION (City and State) CSA Ocean Sciences Inc., Stuart, Florida 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) M.S. in Marine Biology None 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Ms. Hodel is a marine biologist with over 15years of experience in marine environmental science. She is currently the Programs Director of the Ports, Harbors, and Beaches division at CSA Ocean Sciences. She has served as a Project Manager, Chief Scientist, and/or Field Scientist on a diverse range of marine environmental studies including benthic characterization and mapping, habitat damage assessment, and monitoring and restoration of coral reef, seagrass, and nearshore hardbottom habitats. She has extensive experience conducting long-term, multi-year biological monitoring programs for nearshore hardbottom in relation to beach nourishment projects, with lead roles in more than 10 long-term monitoring programs in Florida, including two projects in Broward County. In addition, she has strong experience conducting seagrass surveys and coral health assessments (including threated Acropora corals) in south Florida. Ms. Hodel has over 14 years of experience as a scientific diver with over 4,250 logged dives. She is a Rescue-Level SCUBA diver (PADI) with multiple specialty certifications. 19. RELEVANT PROJECTS a. (1) Title and Location (City and State) (2) Year Completed Miami Harbor Sediment Tracing Study Miami, Florida Professional Services Construction (If applicable) Ongoing 2015 (3) Brief Description (Brief Scope, Size, Cost, etc.) and Specific Role X Check if project performed with current firm Project Manager and Lead Field Scientist for a sediment tracer study conducted several years following construction of the Miami Harbor Dredging (Phase III) Project in order to examine sediment transport pathways and dominant oceanographic processes in the vicinity of Government Cut and the federal channel. Led all field aspects of the study, which included four rounds of sediment sampling in a 9-month period for tracers and other data collection on Middle and Outer Reefs and deployment and maintenance of moorings housing oceanographic equipment. Coordinated all GIS aspects of the study and display of tracer results in figures and co-authored all reports with teaming partners. Cost: $120,000 b. (1) Title and Location (City and State) (2) Year Completed Coral and Seagrass Mitigation for the Miami Harbor Construction Dredging (Phase III) Project Miami, Florida Professional Services Construction (If applicable) 2016 2015 (3) Brief Description (Brief Scope, Size, Cost, etc.) and Specific Role X Check if project performed with current firm Field Scientist in large-scale coral and seagrass mitigation programs for the Miami Harbor Dredging (Phase III) Project. Member of team that successfully relocated over 800 stony corals, sea fans, and octocorals from the project footprint to natural reefs and a newly constructed mitigation reef. Participated in the post-transplantation monitoring of 115,000 seagrass plants successfully transplanted into a newly filled dredge hole north of the Julia Tuttle Causeway in Miami which created 17 acres of new seagrass habitat. Cost: $1,875,482. c. (1) Title and Location (City and State) (2) Year Completed Broward County Outfall Coral Monitoring Broward County, Florida Professional Services Construction (If applicable) 2016 (3) Brief Description (Brief Scope, Size, Cost, etc.) and Specific Role X Check if project performed with current firm Lead Field Scientist for a series of coral monitoring surveys associated with the Ocean Outfall Cover Material Rehabilitation Project offshore the Broward County Water and Wastewater Services North Regional Wastewater Treatment Plant in Pompano Beach. The monitoring surveys were initiated to monitor success of stony and soft corals relocated to the cover material on the outfall pipe following damage to benthic resources during maintenance dredging of the Hillsboro Inlet in 2002. Reference colonies were also tagged and monitored. CSA also reattached an additional 40 “corals of opportunity” (corals naturally detached from substrate due to bio-erosion or storms) to the cover material and performed monitoring surveys of these colonies as well as respective reference colonies as additional mitigation. Cost: $80,807. d. (1) Title and Location (City and State) (2) Year Completed Nearshore Hardbottom and Coral Reef Monitoring for the Hillsboro/Deerfield Beach Nourishment Project Town of Hillsboro Beach/City of Deerfield Beach, Florida Professional Services Construction (If applicable) 2015 2011 (3) Brief Description (Brief Scope, Size, Cost, etc.) and Specific Role X Check if project performed with current firm Field Scientist during a 5 year period to assess nearshore hardbottom habitat before, during, and after construction of a beach nourishment project on Hillsboro/Deerfield Beach, as well as coral reef habitat adjacent to borrow areas. Established permanent transects and collected close-up video and quadrat data to characterize and monitor hardbottom communities. Conducted health assessments of corals in response to potential project-related sedimentation and prepared weekly coral health reports during construction phase. Cost: $576,583. 92 ARCHITECT-ENGINEER QUALIFICATIONS STANDARD FORM 330 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Jeffery Pennell Project Scientist, Field Supervisor a. Total b. With This Firm 17 6 15. FIRM NAME AND LOCATION (City and State) CSA Ocean Sciences Inc., Stuart, Florida 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) M.S., Biology None 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Mr. Pennell is a marine biologist with over 17 years of experience in marine environmental science and a strong background in environmental field studies and monitoring. He has served as a Field Scientist on a diverse range of marine environmental studies concerning coral reef, seagrass, and nearshore hardbottom habitats. Studies have included benthic characterization, habitat damage assessment, and monitoring and restoration programs. He has extensive experience conducting multiyear monitoring programs of nearshore hardbottom habitats in relation to beach nourishment and dredging projects, with participation in multiple beach nourishment monitoring programs in Florida. Mr. Pennell has been responsible for project management; execution of field surveys; data collection, management, QA/QC, and analysis; and preparation of technical reports, annual monitoring reports, and proposals. His M.S. thesis focused on the effects of nighttime lighting on sea turtle nesting behavior in southeast Florida, including endangered leatherback and green sea turtles. Mr. Pennell has over 17 years of experience as a scientific diver, with over 1,200 logged dives, and holds certifications as a Nitrox Diver from Technical Diving International (TDI) and as a Rescue Diver from the Professional Association of Diving Instructors (PADI). He is also trained in cardiopulmonary resuscitation (CPR), first aid, and oxygen administration. 19. RELEVANT PROJECTS a. (1) Title and Location (City and State) (2) Year Completed St. Lucie County Beach and Dune Restoration Project Monitoring St. Lucie County, Florida Professional Services Construction (If applicable) 2018 2013 (3) Brief Description (Brief Scope, Size, Cost, etc.) and Specific Role x Check if project performed with current firm Project Manager and Chief Scientist for multiyear monitoring of nearshore hardbottom communities and artificial reefs for the St. Lucie County South County Beach and Dune Restoration Project. Aligned biological monitoring program with FDEP requirements to establish permanent monitoring transects. Collected close-up video, quadrat, and sediment data to characterize hardbottom communities nearshore and at the offshore borrow area. Led transect installation, biological monitoring, aerial mapping, and annual post-construction surveys of an artificial mitigation reef constructed nearshore. Performed point count analyses and authored annual post-construction survey reports. Cost: $446,365. b. (1) Title and Location (City and State) (2) Year Completed Miami Harbor Deepening Project Seagrass and Coral Mitigation Miami, Florida Professional Services Construction (If applicable) 2014 2014 (3) Brief Description (Brief Scope, Size, Cost, etc.) and Specific Role x Check if project performed with current firm Field Scientist in large-scale coral relocation program for the Port of Miami Dredging Project. Member of team that successfully relocated over 800 stony corals, sea fans, and octocorals from within the project footprint to natural reefs and a newly constructed artificial reef as mitigation for channel and harbor dredging. Participated in artificial reef transect installation, mapping, and monitoring of post-relocation coral health and success. Also assisted in the successful relocation of approximately 50 large barrel sponges from the project footprint to natural reefs. Cost: $1,875,482. c. (1) Title and Location (City and State) (2) Year Completed South Siesta Key Beach Nourishment Project, Phase II Hardbottom Monitoring Surveys Sarasota County, Florida Professional Services Construction (If applicable) 2016 2016 (3) Brief Description (Brief Scope, Size, Cost, etc.) and Specific Role x Check if project performed with current firm Field Scientist for multiyear monitoring program for the Siesta Key, Florida beach renourishment project. Participated in the assessment of nearshore and offshore hardbottom communities, mapping, and survey of hardbottom biological habitats before, during, and after construction. To characterize the hardbottom biological communities, assessed hardbottom; installed transects; mapped resources with submersible GPS; and collected scientific data, including collecting close-up video, photos, and in situ repetitive quadrat data. Cost: $490,341. d. (1) Title and Location (City and State) (2) Year Completed FDEP Hardbottom Study Plan Phases 3 and 4 Palm Beach County, Florida Professional Services Construction (If applicable) 2014 (3) Brief Description (Brief Scope, Size, Cost, etc.) and Specific Role x Check if project performed with current firm Field Scientist for multiyear survey program offshore Palm Beach County, Florida for the Florida Department of Environmental Protection (FDEP). Survey included artificial and natural reef areas from four water depth strata, with the goal of determining appropriate design of mitigation reefs that best restore ecological functions of lost natural hardbottom. Participated in the collection of macroalgae and invertebrates by hand and in situ random quadrat assessments of epibiota. Took physical measurements of sediment depth and elevation of artificial and natural reefs. Assessed marine turtle habitat utilization with visual surveys. Cost: $266,049. 93 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Hardbottom and Reef Community Monitoring for the Hillsboro/Deerfield Beach Nourishment Project, Deerfield Beach, Florida PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2015 2010 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Cities of Hillsboro & Deerfield Beach Linda Sunderland 954-519-1483 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) CSA conducted pre-construction, weekly mid-construction, monthly post-construction, and three annual post-construction biological monitoring surveys of benthic hardbottom and reef habitats offshore Hillsboro and Deerfield Beach, Florida, in relation to a beach nourishment project. The biological monitoring plan consisted of quantitative and qualitative habitat assessments of nearshore hardbottom in order to determine potential impacts from migration of beach fill onto nearshore hardbottom communities or movement of sand from the borrow area onto adjacent offshore reefs. Eighteen permanent, cross-shore (east-west) transects (10 nearshore, 8 offshore) were established and monitored in both project and reference areas. Transect length was dependent on hardbottom/reef availability, and transect depths ranged from 3 m to 20 m. Percent cover of substrates, benthic flora, and fauna were visually estimated in situ by sampling 1-m2 quadrats. Individual counts were made of all corals, sponges, octocorals, and other fauna within each quadrat. Maximum relief of hardbottom, coral colony diameter, octocoral height, dominant macroalgae thalli height, and sediment depth were measured within each quadrat. Photographs of each quadrat were also taken. During the pre-, mid-, and monthly post-construction surveys, five permanently tagged stony corals along the length of each permanent transect were assessed for health and potential sedimentation stress incurred from beach renourishment activities. Coral colonies were photographed and evaluated for potential signs of sedimentation stress using a four-tiered Stress Index. Maximum sediment depth was measured at every meter along each permanent transect and every meter along 60-m temporary north-south transects. Temporary transects were located perpendicular to the eastern end of nearshore transects and the western end of offshore transects in order to flank the borrow area and monitor for potential sediment impacts from dredging. In addition, CSA scientists collected video data in quantitative format along each permanent and temporary transect for later analysis in the event signs of impact were detected from other monitoring methods. Total Project Cost: $576,583. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE CSA Ocean Sciences Inc. Stuart, Florida Biological Monitoring 94 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Nearshore Hardbottom Monitoring for the Martin County Shore Protection Project, Stuart, Florida PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2018 2013 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Martin County Kathy Fitzpatrick 772-288-5429 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) CSA conducted a baseline pre-construction survey in 2010, an immediate post-construction survey in 2013, and four annual post- construction surveys from 2014 to 2017 to characterize, monitor, and map nearshore hardbottom habitats offshore Martin County, Florida in relation to beach nourishment associated with the Martin County Shore Protection Project. Surveys were conducted in accordance with a biological monitoring plan approved by Florida Department of Environmental Protection (FDEP). Twelve permanent, cross-shore monitoring transects were established from the project’s equilibrium-toe-of-fill (ETOF) to the east a distance of 152 m. CSA scientists collected quantitative and qualitative video data along each transect. Percent cover of substrate, wormrock, macroalgae, corals, sponges, and other benthic fauna were determined from analysis of quantitative video data using random point count software (CPCe). Along each transect, percent cover of substrates, wormrock, macroalgae, corals, sponges, and other benthic fauna were also visually estimated in situ by sampling 0.25-m2 quadrats at up to 12 point-intercept locations. Within each quadrat, individual counts were made of all corals, sponges, tunicate colonies, urchins, and holothuroids; maximum and mean heights of the two dominant algal species were measured; and maximum vertical relief of hardbottom was measured. Sediment accumulation was measured at five random locations within each quadrat and at each meter along the length of each transect. The nearshore edge of exposed hardbottom was mapped by divers to document position relative to the shoreline and to characterize the benthic community along the edge within the survey area. Comprehensive annual biological monitoring reports and data deliverables (including GIS mapping products) were submitted to the client pursuant to FDEP Joint Coastal Permit application requirements. This project was conducted as a subcontract to Taylor Engineering, Inc. and Ecological Associates, Inc. Annual Project Cost: $112,000 to $135,000. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE CSA Ocean Sciences Inc. Stuart, Florida Nearshore Hardbottom Monitoring 95 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED SUNNY ISLES ARTIFICIAL REEF DESIGN, CONSTRUCTION, AND DEPLOYMENT, Sunny Isles, Florida PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 1991 1991 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Miami Dade DERM Stephen M. Blair 305-372-6853 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) CSA was contracted by Dade County Department of Environmental Resources Management to design, fabricate, and install a series of artificial reef modules offshore Sunny Isles, Florida. The project was designed to mitigate two hard bottom areas that were damaged by a dredge during the Sunny Isles Beach Restoration Project. The project objectives were to 1) design several artificial reef modules that will provide physical attributes of the natural surrounding areas and a basis for enhancement of biological features (fishes, mobile invertebrates, and eventually sessile epibiota); 2) fabricate the selected modules; and 3) install the modules in configurations to provide maximum ecological value and habitat enhancement. CSA was contracted by Dade County Department of Environmental Resources Management to design, fabricate, and install a series of artificial reef modules offshore Sunny Isles, Florida. The project was designed to mitigate two hard bottom areas that were damaged by a dredge during the Sunny Isles Beach Restoration Project. The project objectives were to 1) design several artificial reef modules that will provide physical attributes of the natural surrounding areas and a basis for enhancement of biological features (fishes, mobile invertebrates, and eventually sessile epibiota); 2) fabricate the selected modules; and 3) install the modules in configurations to provide maximum ecological value and habitat enhancement. Three module designs were selected due to their suitable structural complexity and similarity to naturally occurring hard bottom areas. Factors taken into consideration were the ability to provide habitat for cryptic organisms, the potential to attract various fish species, the recommended placement locations and orientation, and the sufficient surface area for settlement of juvenile fishes and invertebrate species. CSA constructed, transported and installed 80 artificial reef modules for the project, ensuring they were placed within the impacted areas on the eastern edge of the 60 foot deep reef tract. The reefs consisted of 50 Dome Modules (D), 20 Reef Replacement Modules (R), and 10 CSA2 Module Designs (M). The D modules were basically hemispheres constructed to mimic a large coral head. The R modules were constructed of natural limestone rock cemented into a rectangular structure. The M modules were constructed from pre- cast concrete with higher relief than the R modules. Total Project cost: $ $499,770. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE CSA Ocean Sciences Inc. (as CSA International, Inc.) Stuart, Florida Design, Construction, and Deployment 96 9 7 AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV.3/2013) PAGE 1 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person) 12. NAME Paul Fitzgerald 13. ROLE IN THIS CONTRACT Senior Scientist 14. YEARS EXPERIENCE a. TOTAL 30 b. WITH CURRENT FIRM 8 15. FIRM NAME AND LOCATION (City and State) Pinnacle Ecological, Inc., Boynton Beach, Florida 16. EDUCATION (Degree and Specialization) • Master of Science (Candidate) Marine Biology, Nova Southeastern University (NSU), 2018. • Master of Science (Candidate) Coastal Zone Management, NSU, 2018 • Bachelor of Science, Marine Biology, Texas A&M University, 1992. 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) • American Association of Underwater Scientists (AAUS) 1991 to 2018. • Professional Association of Diving Instructors (PADI), 1989 to 2018. • National Association of Environmental Professionals (NAEP), 2008 to 2015 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) • R. G. Fechelm, P. S. Fitzgerald, J. D. Bryan and B. J. Gallaway. 1993. Effect of salinity and temperature on the growth of yearling Arctic cisco (Coregonus autumnalis) of the Alaskan Beaufort Sea. Journal of Fish Biology 43:463-474. • In 2008, NOAA honored Mr. Fitzgerald (Pinnacle Ecological, Inc.) with the prestigious Presidential Partnership Award recognizing his dedicated contributions to the Coral Rescue, Relocation, Nursery and Beneficial Use Program in the FKNMS. • Scientific Diver Certification – NOAA and AAUS; Scientific Diving Safety Officer and Instructor – AAUS and PADI 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) Beach Nourishment Hardbottom Monitoring Hillsboro Beach, Florida (2) YEAR COMPLETED (2015 – Present) PROFESSIONAL SERVICES Environmental Monitoring CONSTRUCTION (If Applicable) N/A (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager/Senior Marine Scientist. Mr. Fitzgerald conducted biological monitoring associated with the 2015 Hillsboro/Deerfield Beach Nourishment Project. The monitoring effort was performed in partial fulfillment of project permits (Florida Department of Environmental Protection (FDEP) Permit Number 0289706-006-JN; US Army Corps of Engineers (USACE) Permit Number SAJ-1997-02355(MOD-LCK); and Broward County Environmental and Growth Protection Permit Number DF-14-01082). The objective of biological monitoring was to assess the general performance of the 2015 beach fill project, identify any adverse effects that may occur to nearshore hardbottom habitat as a result of the project, and identify the need for adjustments, modifications or mitigative responses that may be required to avoid or further project related impacts. Mr. Fitzgerald performed all survey activities in accordance with the latest update of the FDEP Bureau of Beaches and Coastal Systems (BBCS) Monitoring Standards for Beach Erosion Control Projects, Section 01000 – Beach Profile Topographic Surveying and Section 01100 – Offshore Profile Topographic Surveying and Standard Operation Procedures for Nearshore Hardbottom Monitoring of Beach Nourishment Projects (Kosmynin et al., 2016) and directly consulted with FDEP staff. The westernmost edge of nearshore hardbottom habitat was mapped from 0.35 miles north of the Deerfield Beach International Fishing Pier (Pier) to 2.3 miles south of the Pier. Benthic coverage data was collected using the quadrat based Benthic Ecological Assessment for Marginal Reefs (BEAMR) method (Lybolt and Baron, 2006). BEAMR data was collected at previously determined locations along each transect using a 1-meter2 quadrat. BEAMR data collection included: maximum hardbottom relief, sediment depth, and percent cover of sessile benthos within each quadrat. Additional data collected included: sediment depth measurements, sediment coverage documentation, video documentation of marine resources, and percent cover of benthic macroinvertebrate and macroalgal communities along previously established shore perpendicular transects in and adjacent to the project area. Field activities were conducted from 19 August 2016 through 19 September 2016. Monitoring data was used to complete the 2016 Year 1 Post-Construction Survey report with comparisons to the results from the 2014 and 2015 Pre- and Post-Construction Surveys. Used a variety on parametric and non-parametric statistical analyses to examine the relationship between results from the current (2016) and baseline (2014) surveys. Size: 3 miles of Beach and Dune habitat and Nearshore Hardbottom Habitat Cost: $165,000 b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED 2012 - Present 98 STANDARD FORM 330 (REV. 312013) PAGE 2 Coral Reef Restoration and Coral Relocation – Nearshore Hardbottom Habitat and Offshore Reef Tract Biscayne Bay, Miami-Dade County, Florida PROFESSIONAL SERVICES Coral Reef Restoration CONSTRUCTION (If Applicable) N/A (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager/Coral Reef Ecologist/Senior Marine Scientist. Mr. Fitzgerald served as chief scientist and project manager while conducting coral relocation activities for the USCG Miami Main Channel Aids to Navigation (ATON) Entrance Range Replacement Project. A preconstruction survey was conducted (May through June 2014) to identify marine resources that may be impacted during construction related activities and to identify and delineate resources for avoidance and potential relocation. The project followed guidelines established in the Benthic Resource Avoidance, Minimization, and Mitigation Plan which was approved by Federal (NMFS and USACE) and State (FDEP) agencies under permit No.: SAJ-2011-01261 (NW-ALS). As a requirement of the permit no impacts to submerged or emergent resources will be authorized. Therefore, all corals within the primary construction zone footprint that meet the size thresholds (≥ 5 cm for hard corals and ≥ 10 cm for octocorals) as indicated in the permit were relocated to a designated coral recipient site. Reconnaissance surveys were conducted at 15 sites offshore Virginia Key and Biscayne Bay to locate a recipient site with habitat conducive for optimal coral growth and success. A coral relocation plan was prepared and submitted to FDEP, FWC, Miami- Dade DERM, and USACE. A special activity license was obtained from FWC which provided State and Federal authorization to collect, transport and relocate specific corals identified during the preconstruction survey as required by the environmental permit. Resources targeted during the relocation included stony corals and octocorals. Stony corals included Acropora cervicornis, Montastraea cavernosa, Orbicella annularis, O. faveolata, Diploria labyrinthiformis, Pseudodiploria clivosa, and P. strigosa, Siderastrea siderea, Dichocoenia stokesii and Meandrina meandrites. Coral relocation activities were completed on 7 October 2014. All corals were evaluated using detailed health assessment guidelines prior to and following relocation. Nearly 1000 corals were rescued and reattached during the relocation project. The reattached corals were photographed and mapped to provide a reference for future monitoring. Size: 47 acres of hardbottom and reef habitat Cost: $120,000 c. (1) TITLE AND LOCATION (City and State) Habitat Characterization and GIS Mapping Palm Beach County, Florida (2) YEAR COMPLETED 2016 - 2017 PROFESSIONAL SERVICES Benthic Assessment and Resource GIS Mapping CONSTRUCTION (If Applicable) N/A (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager/Coral Reef Ecologist/Senior Marine Scientist. Mr. Fitzgerald characterized and mapped seagrass and hard bottom habitat located in Lake Worth Lagoon. This assessment survey was conducted in support of a pre-dredging permit for the Florida Inland Navigational District. The survey area included the ICWW and Palm Beach Channel located south of Peanut Island and extending 4.8 miles south through Lake Worth Lagoon in Palm Beach County, Florida. The objective of the benthic assessment and resource survey was to delineate and map benthic habitats throughout the entire survey area including seagrass and hardbottom habitats, to identify and quantify resources occurring in these habitats, and to collect stony coral size data. The survey was approached in two phases in accordance with recommendations by the NMFS (2002) recovery plan for Johnson’s Seagrass. During Phase I, Mr. Fitzgerald conducted a thorough visual assessment of the survey area providing comprehensive coverage of the proposed project area to accurately delineate existing seagrass and hardbottom habitat boundaries. Phase II involved detailed qualitative and quantitative sampling of marine resources occurring in areas previously identified as seagrass and hardbottom habitat. The benthic assessment survey identified benthic habitats and associated marine resources in vicinity of the proposed project which could be impacted by dredging and dredging related activities. Surveys were conducted from 13 June through 8 July 2016 with additional field surveys conducted from 1 through 13 September 2016 specifically to further document the presence of stony corals in delineated hardbottom habitat. Florida Unified Mitigation Assessment Methodology (UMAM) Forms Part 1 (Qualitative Description) and Part 2 (Quantitative Description) were completed for each habitat type delineated during the assessment survey. Size: 33 acres of seagrass and hardbottom habitat Cost: $97,000 d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED 2018 99 STANDARD FORM 330 (REV. 312013) PAGE 3 Coastal Environmental Assessment Surveys for Winter Shorebirds and Seabirds Associated with the Hillsboro Beach Renourishment Truck Haul Project Broward County, Florida PROFESSIONAL SERVICES Shorebird and Protected Species CONSTRUCTION (If Applicable) N/A (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Shorebird, Seabird, and Protected Species Monitoring. Mr. Fitzgerald conducted pre-construction and post- construction environmental assessment surveys for beach jacquemontia (Jacquemontia reclinata) and winter shorebirds and seabirds associated with the Hillsboro Beach Renourishment Truck Haul Project. The surveys were performed in partial support of environmental resource permit requirements (US Army Corps of Engineers Permit No.: SAJ-1997-02355(SP-LCK). Winter shorebird and seabird surveys were conducted according to the Florida Shorebird Alliance’s Winter Shorebird Survey and Florida Fish and Wildlife Conservation Commission (FWC) protocols, on a 2 km stretch of beach that was to be renourished as part of an emergency nourishment project after the passing of Hurricane Irma. Additionally, surveys were conducted to identify and GIS map the location of J. reclinata which is a flowering plant endemic to southeastern Florida and is listed as Endangered in the Endangered Species Act of 1973, as amended (ESA). The surveys were conducted along the beach and the sand dunes where present, the upland beach access corridor and the staging area. The J. reclinata observed during the surveys consisted of 5-7 stems with 1 or 2 white flowers each. A 25 ft. wide buffer area was marked around the plant to prevent it being trampled. Upon the second survey, the buffer area had been reduced to accommodate trucks needing to turn towards the beach to deliver sand, and the plants had lost all their flowers. Size: 2km of beach and dune habitat Cost: $17,000 e. (1) TITLE AND LOCATION (City and State) Marine Turtle Monitoring Permit Holder (Pending City Authorization) City of Delray Beach, Florida (2) YEAR COMPLETED 2018 - Present PROFESSIONAL SERVICES Marine Turtle Scientist CONSTRUCTION (If Applicable) N/A (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Marine Turtle Monitoring - Mr. Fitzgerald applied for and was approved for a marine turtle monitoring permit from Florida Fish and Wildlife Conservation Commission (FWC) to conducted daily marine turtle nesting surveys and monthly lighting surveys during the marine turtle nesting season (March 1st through October 31st). The permit application included marine turtle monitoring along 2.8 miles (4.5 kilometers) of municipal beach extending from Florida Department of Environmental Protection (FDEP) DNR Monument R-175 near George Bush Boulevard south beyond Atlantic Dunes Park to FDEP DNR Monument R-190. Conducting marine turtle nesting surveys is important for monitoring the continued recovery and survival of these endangered and threatened species. Routine monitoring prior to beach cleaning (beach raking) activities will also assist in avoiding and minimizing potential impacts. Additionally, Mr. Fitzgerald is in the process of developing a Comprehensive Habitat Conservation Plan for the City’s coastal activities and marine turtle habitat. He has conducted a wide range of ecological field studies involving hatchlings, post-pelagic, juvenile, and adult marine turtles that include in-water observation, aerial and vessel-based monitoring, beach nest monitoring, live capture and assessment, and passive diver-tow marine turtle counts. Mr. Fitzgerald has conducted marine turtle research with numerous State and Federal agencies including the National Marine Fisheries Service (NMFS). Research has included marine turtle nest surveys, nest relocations, coastal beach lighting surveys, hatchling disorientation, and documenting hatchling success. Additional marine turtle research has included unique experience with in-water marine turtle capture using carefully monitored entanglement methods, capture using passive entrapment devices, and capture by hand during emergency relocation efforts. More advanced marine turtle studies have involved collection of blood samples, tissue samples, stomach contents, and fecal samples. Other research included observing the effects on marine turtles during dredging, oil and gas production, and platform removal using underwater explosives. Once the City approves the monitoring contract, FWC will provide Mr. Fitzgerald with the marine turtle monitoring permit. Size: 2.8 miles of beach and dune habitat Cost: $87,000 (anticipated) d. (1) TITLE AND LOCATION (City and State) Shoreline Stabilization/Wave Break Hugh Taylor Birch (2) YEAR COMPLETED 2014 - Present 100 STANDARD FORM 330 (REV. 312013) PAGE 4 State Park Broward County, Florida PROFESSIONAL SERVICES Benthic Assessment and Seagrass GIS Mapping CONSTRUCTION (If Applicable) N/A (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Benthic Assessment and Seagrass Mapping Study. Mr. Fitzgerald provided environmental science services associated with a shoreline stabilization and wave break project at Hugh Taylor Birch State Park (Park) in Broward County, Florida. The Park is positioned on a barrier island (created after construction of the Intracoastal Waterway (ICWW)) that borders the Atlantic Ocean. Mr. Fitzgerald performed a comprehensive benthic assessment study to delineate and quantify seagrass resources occurring in vicinity of the proposed project area. Pinnacle’s team of scientific divers surveyed a total of 33,612 meters2 (8.3 acres) of seafloor immediately adjacent to the concrete bulkhead that borders the Park’s west boundary along the ICWW. The objective of the assessment survey was to identify, delineate and map marine benthic resources in vicinity of the proposed project area which could be impacted by construction related activities. The initial seagrass assessment and mapping survey was conducted from 15 to 26 June 2015. Seagrass habitat was mapped using qualitative data from belt transects. A total of 238 transects varying from 30 to 100 feet were surveyed by Pinnacle’s scientific dive team. Macroalgae and paddle grass (Halophila decipiens) represented the dominant biota observed during the seagrass assessment survey. Paddle grass (H. decipiens) was the only seagrass species observed in the survey area. The total seagrass habitat delineated and mapped during the seagrass assessment study was 21,473 meters2 (5.3 acres). The average seagrass density in the area ranged between 25 and 50% cover. The seagrass assessment survey report was submitted 22 July 2015. Additional field efforts occurred on 17, 18, and 20 February 2016 to map concrete pile debris in the area to determine an approximate area of coverage and identify select areas for targeting debris removal to facilitate mitigation. The results of the seagrass assessment survey were used to complete a Florida Unified Mitigation Assessment Methodology (UMAM) Forms Part 1 (Qualitative Description) and Part 2 (Quantitative Description), and develop a Seagrass Mitigation Plan. The Mitigation Plan provides a summary of the proposed mitigation activities, monitoring plan, success criteria and deliverables necessary to mitigate potential impacts associated with project related activities. Following extensive engagement with State and Federal Government Agencies, the Mitigation Plan was prepared in accordance with the recommendations presented by the National Marine Fisheries Service (NMFS) on 14 October 2015 and was submitted 10 August 2016. Mr. Fitzgerald also completed NMFS Endangered Species Act Section 7 Checklist, on 26 May 2016, and supported NMFS staff during the Biological Opinion consultation as a part of the permitting process for the proposed construction activities. Additionally, Pinnacle developed a Seagrass Monitoring Plan. The monitoring plan describes monitoring activities intended to measure the physical and biological environmental conditions occurring within seagrass habitat and mitigation areas situated between the ICWW and the bulkhead bordering the Park’s western boundary. The monitoring plan includes pre- and post-construction surveys in mitigation areas and non-mitigation areas and an additional 3 years of annual monitoring to determine whether the planned seagrass mitigation is meeting the designed success criteria. Size: 8.3 acres of seagrass habitat Cost: $47,000 e. (1) TITLE AND LOCATION (City and State) Marine Turtle In-Water Surveys City of Delray Beach, Florida (2) YEAR COMPLETED 2016 - Present PROFESSIONAL SERVICES Marine Turtle Scientist CONSTRUCTION (If Applicable) N/A (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Marine Turtle Surveys - Mr. Fitzgerald conducted Biological Monitoring associated with a Beach Nourishment Project at Hillsboro Beach and Deerfield Beach, Florida. During all in-water activities, in situ data was collected including visual surveys of sightings and passive encounters with species of special concern including marine mammals and sea turtles. Data included species identification, location of sighting or encounter, size of animal and estimate of whether juvenile or adult, observed activity at the time of sighting, and direction of travel if determined. Two species of sea turtle were routinely observed during the hardbottom monitoring survey: green turtles (Chelonia mydas) and loggerhead turtles (Caretta caretta).. Size: 2.8 miles of nearshore habitat Cost: $17,000 (anticipated) 101 AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV.3/2013) PAGE 1 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person) 12. NAME Mauricio Lopez Padierna 13. ROLE IN THIS CONTRACT Senior Scientist 14. YEARS EXPERIENCE a. TOTAL 10 b. WITH CURRENT FIRM 0.5 15. FIRM NAME AND LOCATION (City and State) Pinnacle Ecological, Inc., Boynton Beach, Florida 16. EDUCATION (Degree and Specialization) M.S. Marine Biology and Coastal Zone Management (2017) Nova Southeastern University B.S. Biology (2005) Universidad Nacional Autonoma de Mexico 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) • Lopez Padierna, M. 2017. Stony coral abundance, distribution and health at the Parque Nacional Sistema Arrecifal Veracruzano (PNSAV). A Management Perspective. Master’s Thesis. Nova Southeastern University. • Larson, E.A, Gilliam, D.S., Lopez Padierna, M., Walker, B.K. 2014. Possible recovery of Acropora palmate (Scleractinia: Acroporidae) within the Veracruz Reef System, Gulf of Mexico: a survey of 24 reefs to assess the benthic communities. Revista de Biologia Tropical 62 (Suppl. 3) pp.75-81. • Diving Certifications: Open Water (NAUI-1997), Enriched Air Diver (PADI-2009), Advanced Open Water (PADI-2009), Rescue Diver (PADI-2009) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) Port Everglades Navigation Improvement Project Baseline Data Collection Broward County, Florida (2) YEAR COMPLETED 2018 PROFESSIONAL SERVICES Benthic Assessment CONSTRUCTION (If Applicable) N/A (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior Marine Scientist – Mr. Lopez Padierna conducted baseline surveys in coral reef habitat located offshore Fort Lauderdale, Florida. The objective of the surveys was to support project planning and State and Federal environmental resource permit application(s) in association with the proposed Port Everglades Navigation and Improvement Project (PENIP). The PENIP would include dredge expansion of the Port as well as the Port entrance channel. Data were collected using two different survey protocols: Endangered Species Act (ESA) Listed Coral Species Survey Protocol (ESA Surveys) and Reconnaissance Survey Protocol (RECON Surveys).The objective of the surveys will be to support project planning and State and Federal permit applications. ESA Surveys were designed to quantitatively estimate the presence of the seven (7) species of stony corals currently listed in the US Endangered Species Act, a total of 163 sites were surveyed. At each ESA site, one fifty (50) meter by four (4) meter transect was surveyed in each of the cardinal directions (North, East, South, West). Each colony representing any of the listed species observed along the 50x4 meter transect (was measured, mapped, and photographed. RECON surveys were designed to collect data in order to assess the condition of the natural communities surrounding the Port Everglades entrance channel and the 150 meter mixing zone adjacent to the channel, 195 sites were surveyed. Video transects were recorded at all RECON sites to obtain a visual record of the habitat at the time of surveying. A thirty (30) meter by one (1) meter belt transect was conducted at each RECON site to record, photograph and map the species, size, and condition of all stony corals at the site, as well as the size class and condition of the Giant Barrel Sponge (Xestospongia muta). Benthic cover data was obtained along the 30-meter transect using the BEAMR method (Makowski, 2009) by surveying seven (7) 0.5 meter2 quadrats in which octocorals were counted, measured and identified to genus, sponges were classified by morphotype and counted by size class, maximum sediment depth and maximum hardbottom relief were measured, and the total benthic cover of 14 functional groups were recorded. Size: Surveys were distributed over 695 acres of hardbottom habitat Cost: $27,000 b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED 2018 102 STANDARD FORM 330 (REV. 312013) PAGE 2 Coastal Environmental Assessment Surveys for Winter Shorebirds and Seabirds Associated with the Hillsboro Beach Renourishment Truck Haul Project Town of Hillsboro Beach, Florida PROFESSIONAL SERVICES Shorebird and Protected Species Monitoring CONSTRUCTION (If Applicable) N/A (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior Marine Scientist – Mr. Lopez Padierna conducted environmental assessment surveys (pre-construction, during construction, and post-construction) for beach jacquemontia (Jacquemontia reclinata) and winter shorebirds and seabirds associated with the Hillsboro Beach Renourishment 2018 Truck Haul Project (Project). The surveys were performed in partial support of environmental resource permit requirements (US Army Corps of Engineers Permit No.: SAJ-1997-02355(SP-LCK). Winter shorebird and seabird surveys were conducted according to the Florida Shorebird Alliance’s Winter Shorebird Survey and Florida Fish and Wildlife Conservation Commission (FWC) protocols, on a 2 kilometer stretch of beach that was to be renourished as part of an emergency nourishment project after the passing of Hurricane Matthew. Additionally, surveys were conducted to identify and map the location of J. reclinata which is a flowering plant endemic to southeastern Florida and is listed as Endangered in the Endangered Species Act of 1973, as amended (ESA). The surveys were conducted along the beach and dunes (where present), the upland beach access corridor, and the Project staging area. The J. reclinata observed during the surveys consisted of 5-7 stems with 1 or 2 white flowers each. A 25-foot wide buffer area was marked around the plant to prevent it being trampled. Upon the second survey, the buffer area had been reduced to 10-feet to accommodate trucks needing to turn towards the beach to deliver sand. Some of the J. reclinata stems were dry and the plants were no longer flowering. Size: 2 kilometers of beach and dune habitat Cost: $17,000 c. (1) TITLE AND LOCATION (City and State) Marine Biological Monitoring Broward County, Florida (2) YEAR COMPLETED 2017 (ongoing) PROFESSIONAL SERVICES Benthic Assessment CONSTRUCTION (If Applicable) N/A (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Research Assistant – Mr. Lopez Padierna served as research assistant on long-term biological monitoring of Broward County’s offshore benthic resources through the design and implementation of permanent transects along the county’s reef line to monitor the state of marine resources including sedimentation rates and movement through the use of sediment traps and maps, changes in bottom cover through in situ data collection and image analysis using point count methods. The project was designed to allow monitoring of the effects of beach nourishment projects long-term, without being specifically tied to specific nourishment projects. A 20 m by 2 m belt transect was surveyed annually at 25 sites throughout Broward County. Forty 1 m by 0.75 m quadrats were surveyed at each site to assess stony coral abundance and cover and, sponge and octocoral abundance. Each quadrat was also photographed so that percent cover of coral, octocoral, sponge, algae and substrate types could be determined by point-count image analysis in the lab. Mr. Lopez participated in all aspects of the field data collection methods, including boat navigation, photo quadrat acquisition, identification of stony coral species, sponge and octocoral counts, image processing, and point-count activities, as well as data management and analysis. Size: 25 permanent reef monitoring sites along 23 miles of coastline Cost: $75,000 (estimated) d. (1) TITLE AND LOCATION (City and State) Beach Nourishment Mitigation, Coral Relocation and Monitoring Broward County, Florida (2) YEAR COMPLETED 2017 (ongoing) PROFESSIONAL SERVICES Coral Relocation and Monitoring CONSTRUCTION (If Applicable) N/A (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Research Assistant. In preparation for Segment II beach nourishment project in Broward County a total of 2,000 stony coral and octocoral colonies ranging from 10 cm to 1.5 m in diameter/height were removed from the area within the Equilibrium Toe of Fill (ETOF), covering approximately 20 acres of nearshore hardbottom habitat, and moved to two relocation sites east of the ETOF. All colonies were mapped and 25% of each species were tagged for subsequent monitoring. Mr. Lopez Padierna was involved in all field and data processing aspects of the project, from boat navigation, to coral removal and movement and reattachment, colony mapping, and tagging. Size: 20 acres of hardbottom and reef habitat Cost: $135,000 (estimated) e. (1) TITLE AND LOCATION (City and State) Broward County Sea Turtle Conservation Program Broward County, Florida (2) YEAR COMPLETED 2009 PROFESSIONAL SERVICES Sea Turtle Nest Monitoring CONSTRUCTION (If Applicable) N/A 103 STANDARD FORM 330 (REV. 312013) PAGE 3 (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Sea Turtle Specialist - Since 1978 the Broward County Environmental Protection Department (BCEPD) has provided for the conservation of endangered threatened sea turtle species. Broward County is within the normal nesting areas for three sea turtle species: loggerhead (Caretta caretta), green (Chelonia mydas) and leatherback (Dermochelys coriacea). THE BCEPD is especially concerned about any environmental effects related to beach nourishment projects, so they have maintained the sea turtle conservation program in non-nourishment years to provide a continuous monitoring scheme which can assess long term trends as well as short-term impacts. In addition to statutory requirements, this project aims to relocate nests deposited in high risk areas, survey sea turtle nesting patterns to document historical trends and assess anthropogenic factors affecting these, assess nesting success and hatching success, to dispose of sea turtle carcasses and respond to strandings and other emergencias, and to inform and educate the public about sea turtlesand their conservation. Mr. Lopez Padierna conducted sea turtle nesting surveys on Fort Lauderdale Beach during the 2009 nesting season. Surveys included driving ATVs on the beach, searching for turtle crawls on the beach, determining if they were false crawls or actual nesting activities, identifying the species of turtle that made the crawl and marking of nests. Nests that were laid in high risk locations were relocated to safer locations. During hatching season Mr. Lopez Padierna conducted hatching success surveys by excavating nests after hatchlings had emerged to determine the number of eggs deposited, the number that successfully hatched, and the capture and release of hatchling which might not have emerged from the nest. Size: 15 miles of beach Cost: $160,000 (estimated) 104 AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV.3/2013) PAGE 1 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person) 12. NAME Randi Shiplett 13. ROLE IN THIS CONTRACT Senior Scientist 14. YEARS EXPERIENCE a. TOTAL 13 b. WITH CURRENT FIRM 3 15. FIRM NAME AND LOCATION (City and State) Pinnacle Ecological, Inc., Boynton Beach, Florida 16. EDUCATION (Degree and Specialization) M.S. Marine Sciences (2011) University of South Alabama B.S. Biology (2004) Wittenberg University 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) • Criales, M.M., R. Shiplett, N. Thompson, and K. Kulpa. 2017. Trends of Planktonic Decapods in the Northern Gulf of Mexico Before and After the Deepwater Horizon Oil Spill. Bulletin of Marine Science 93:829-856. • Shiplett, R.M. 2011. Selective Feeding and Ichthyoplankton Predation by Scyphomedusae in the Northern Gulf of Mexico. Master’s thesis, University of South Alabama, Mobile, Alabama. • Diving Certifications: Open Water (PADI-2016), Enriched Air Diver (PADI-2017), Advanced Open Water (PADI-2018), Rescue Diver (PADI-2018) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) Beach Nourishment Hardbottom Monitoring Hillsboro Beach, Florida (2) YEAR COMPLETED 2015 – Present PROFESSIONAL SERVICES Environmental Monitoring CONSTRUCTION (If Applicable) N/A (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager/Senior Marine Scientist - Ms. Shiplett conducted biological monitoring associated with the 2015 Hillsboro/Deerfield Beach Nourishment Project. The monitoring effort was performed in partial fulfillment of project permits (Florida Department of Environmental Protection (FDEP) Permit Number 0289706-006-JN; US Army Corps of Engineers (USACE) Permit Number SAJ-1997-02355(MOD-LCK); and Broward County Environmental and Growth Protection Permit Number DF-14-01082). The objective of biological monitoring was to assess the general performance of the 2015 beach fill project, identify any adverse effects that may occur to nearshore hardbottom habitat as a result of the project, and identify the need for adjustments, modifications or mitigative responses that may be required to avoid or further project related impacts. Ms. Shiplett performed all survey activities in accordance with the latest update of the FDEP Bureau of Beaches and Coastal Systems (BBCS) Monitoring Standards for Beach Erosion Control Projects, Section 01000 – Beach Profile Topographic Surveying and Section 01100 – Offshore Profile Topographic Surveying and Standard Operation Procedures for Nearshore Hardbottom Monitoring of Beach Nourishment Projects (Kosmynin et al., 2016) and directly consulted with FDEP staff. The westernmost edge of nearshore hardbottom habitat was mapped from 0.35 miles north of the Deerfield Beach International Fishing Pier (Pier) to 2.3 miles south of the Pier. Benthic coverage data was collected using the quadrat based Benthic Ecological Assessment for Marginal Reefs (BEAMR) method (Lybolt and Baron, 2006). BEAMR data was collected at previously determined locations along each transect using a 1-meter2 quadrat. BEAMR data collection included: maximum hardbottom relief, sediment depth, and percent cover of sessile benthos within each quadrat. Additional data collected included: sediment depth measurements, sediment coverage documentation, video documentation of marine resources, and percent cover of benthic macroinvertebrate and macroalgal communities along previously established shore perpendicular transects in and adjacent to the project area. Field activities were conducted from 19 August 2016 through 19 September 2016. Monitoring data was used to complete the 2016 Year 1 Post- Construction Survey report with comparisons to the results from the 2014 and 2015 Pre- and Post-Construction Surveys. Used a variety on parametric and non-parametric statistical analyses to examine the relationship between results from the current (2016) and baseline (2014) surveys. Size: 3 miles of beach and dune habitat and nearshore hardbottom habitat Cost: $65,000 b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED 2015 - Present 105 STANDARD FORM 330 (REV. 312013) PAGE 2 Post-Construction Coral Relocation Monitoring – Nearshore Hardbottom Habitat and Offshore Reef Tract Biscayne Bay, Miami-Dade County, Florida PROFESSIONAL SERVICES Coral Reef Monitoring CONSTRUCTION (If Applicable) N/A (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior Marine Scientist. Ms. Shiplett served as senior scientist while monitoring relocated corals associated with the USCG Miami Main Channel Aids to Navigation (ATON) Entrance Range Replacement Project. Field monitoring was initiated on 14 November and completed on 1 December 2016. One hundred and twenty-nine relocated coral colonies and 49 reference corals were tagged for monitoring. A total of 22 different species of relocated corals (15 scleractinian and seven (7) octocoral) were tagged. Monitoring data including: coral location, colony size, percent of live tissue, overall health, and attachment success (i.e., attached, loose, or missing) was recorded for each of the tagged corals. Photographs were collected of each tagged colony in plan-view, oblique angle, and side-view. A Tissue Area Index (TAI) was calculated for each tagged coral to evaluate the overall survival and mitigation success of relocated corals. A monitoring report was submitted on 24 December 2016. The report provided results of the first post-construction monitoring effort summarizing coral survival, colony attachment success and overall health conditions for corals following relocation activities. Size: 47 acres of hardbottom and reef habitat Cost: $48,000 c. (1) TITLE AND LOCATION (City and State) Port Everglades Navigation Improvement Project Baseline Data Collection Broward County, Florida (2) YEAR COMPLETED 2018 PROFESSIONAL SERVICES Benthic Assessment CONSTRUCTION (If Applicable) N/A (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior Marine Scientist – Ms. Shiplett conducted baseline surveys in coral reef habitat located offshore Fort Lauderdale, Florida. The objective of the surveys was to support project planning and State and Federal environmental resource permit application(s) in association with the proposed Port Everglades Navigation and Improvement Project (PENIP). The PENIP would include dredge expansion of the Port as well as the Port entrance channel. Data were collected using two different survey protocols: Endangered Species Act (ESA) Listed Coral Species Survey Protocol (ESA Surveys) and Reconnaissance Survey Protocol (RECON Surveys).The objective of the surveys will be to support project planning and State and Federal permit applications. ESA Surveys were designed to quantitatively estimate the presence of the seven (7) species of stony corals currently listed in the US Endangered Species Act, a total of 163 sites were surveyed. At each ESA site, one fifty (50) meter by four (4) meter transect was surveyed in each of the cardinal directions (North, East, South, West). Each colony representing any of the listed species observed along the 50x4 meter transect (was measured, mapped, and photographed. RECON surveys were designed to collect data in order to assess the condition of the natural communities surrounding the Port Everglades entrance channel and the 150 meter mixing zone adjacent to the channel, 195 sites were surveyed. Video transects were recorded at all RECON sites to obtain a visual record of the habitat at the time of surveying. A thirty (30) meter by one (1) meter belt transect was conducted at each RECON site to record, photograph and map the species, size, and condition of all stony corals at the site, as well as the size class and condition of the Giant Barrel Sponge (Xestospongia muta). Benthic cover data was obtained along the 30-meter transect using the BEAMR method (Makowski, 2009) by surveying seven (7) 0.5 meter2 quadrats in which octocorals were counted, measured and identified to genus, sponges were classified by morphotype and counted by size class, maximum sediment depth and maximum hardbottom relief were measured, and the total benthic cover of 14 functional groups were recorded. Size: Surveys were distributed over 695 acres of hardbottom habitat Cost: $27,000 d. (1) TITLE AND LOCATION (City and State) Coastal Environmental Assessment Surveys for Winter Shorebirds and Seabirds Associated with the Hillsboro Beach Renourishment Truck Haul Project Broward County, Florida (2) YEAR COMPLETED 2018 PROFESSIONAL SERVICES Shorebird and Protected Species Monitoring CONSTRUCTION (If Applicable) N/A (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior Marine Scientist - Ms. Shiplett conducted environmental assessment surveys (pre-construction, during construction, and post-construction) for beach jacquemontia (Jacquemontia reclinata) and winter shorebirds and seabirds associated with the Hillsboro Beach Renourishment 2018 Truck Haul Project (Project). The surveys were performed in partial support of environmental resource permit requirements (US Army Corps of Engineers Permit No.: SAJ-1997-02355(SP-LCK). Winter shorebird and seabird surveys were conducted according to the Florida Shorebird Alliance’s Winter Shorebird Survey and Florida Fish and Wildlife Conservation Commission (FWC) protocols, on a 2 kilometer stretch of beach that was to be renourished as part of an emergency nourishment project after the passing of Hurricane Matthew. Additionally, surveys were conducted to identify and map the location of J. reclinata which is a flowering plant endemic to southeastern Florida and is listed as Endangered in the Endangered Species Act of 1973, as amended (ESA). The surveys were conducted along the beach and dunes (where present), the upland beach access corridor, and the Project staging area. The J. reclinata observed during the surveys consisted of 5-7 stems with 1 or 2 white flowers each. A 25-foot wide buffer area was marked around the plant to prevent it being trampled. Upon the second survey, the buffer area had been reduced to 10-feet to accommodate trucks needing to turn towards the beach to deliver sand. Some of the J. reclinata stems were dry and the plants were no longer flowering. Size: 2 kilometers of beach and dune habitat Cost: $17,000 e. (1) TITLE AND LOCATION (City and State) Habitat Characterization and GIS Mapping (2) YEAR COMPLETED 2016 106 STANDARD FORM 330 (REV. 312013) PAGE 3 Palm Beach County, Florida PROFESSIONAL SERVICES Benthic Assessment and Resource GIS Mapping CONSTRUCTION (If Applicable) N/A (3) BRIEF DESCRIPTION (Brief Scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior Marine Scientist - Ms. Shiplett characterized and mapped seagrass and hard bottom habitat located in Lake Worth Lagoon. This assessment survey was conducted in support of a pre-dredging permit for the Florida Inland Navigational District. The survey area included the ICWW and Palm Beach Channel located south of Peanut Island and extending 4.8 miles south through Lake Worth Lagoon in Palm Beach County, Florida. The objective of the benthic assessment and resource survey was to delineate and map benthic habitats throughout the entire survey area including seagrass and hardbottom habitats, to identify and quantify resources occurring in these habitats, and to collect stony coral size data. The survey was approached in two phases in accordance with recommendations by the NMFS (2002) recovery plan for Johnson’s Seagrass. Phase I included a thorough visual assessment of the survey area providing comprehensive coverage of the proposed project area to accurately delineate existing seagrass and hardbottom habitat boundaries. During Phase II, Ms. Shiplett conducted detailed qualitative and quantitative sampling of marine resources occurring in areas previously identified as seagrass and hardbottom habitat. The benthic assessment survey identified benthic habitats and associated marine resources in vicinity of the proposed project which could be impacted by dredging and dredging related activities. Surveys were conducted from 13 June through 8 July 2016 with additional field surveys conducted from 1 through 13 September 2016 specifically to further document the presence of stony corals in delineated hardbottom habitat. Florida Unified Mitigation Assessment Methodology (UMAM) Forms Part 1 (Qualitative Description) and Part 2 (Quantitative Description) were completed for each habitat type delineated during the assessment survey. Size: 33 acres of seagrass and hardbottom habitat Cost: $37,000 107 STANDARD FORM 330 (REV. 312013) PAGE 1 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project) 20. EXAMPLE PROJECT KEY NUMBER 1 21. TITLE AND LOCATION (City and State) Benthic Assessment and Resource Survey – ICWW Dredge Project Palm Beach County, Florida 22. YEAR COMPLETED 2016 - 2017 PROFESSIONAL SERVICES Marine Environmental Science CONSTRUCTION (If Applicable) N/A 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER Florida Inland Navigation District b. POINT OF CONTACT NAME Mark Crosley, Executive Director c. POINT OF CONTACT TELEPHONE NUMBER 561-627-3386 24. BRIEF DESCRIPTION OF PROJECT RELEVANCE TO THIS CONTACT (Include scope, size and cost) • Budget: $37,000 / Final Cost: $37,000 • Original Schedule: January 2017 • Actual Schedule: January 2017 Project Description: On Behalf of the Port Everglades Department of Broward County and as an environmental science sub-consultant to David Miller and Associates, Inc., Pinnacle Ecological, Inc. (Pinnacle) collaborated with State and Federal agencies and other scientific organizations in conducting baseline surveys in coral reef habitat located offshore Fort Lauderdale, Florida. The objective of the surveys was to support project planning and State and Federal environmental resource permit application(s) in association with the proposed Port Everglades Navigation and Improvement Project (PENIP). The PENIP would include dredge expansion of the Port as well as the Port entrance channel. Data were collected using two different survey protocols: Endangered Species Act (ESA) Listed Coral Species Survey Protocol (ESA Surveys) and Reconnaissance Survey Protocol (RECON Surveys). The objective of the surveys will be to support project planning and State and Federal permit applications. The area within 150 meters of the entrance channel (also known as the “mixing zone”) was identified through the National Environmental Policy Act (NEPA) proces s by the Army Corps of Engineers (USACE) to be the area of direct (i.e., dredging footprint) and indirect (mixing zone) impact predicted to occur due to the deepening and widening of the Outer Entrance Channel (OEC) (USACE 2015). The area extending from 150 meters out to 1050 north and 1020 meters south of the Port Everglades entrance channel has been identified as indirect impact. ESA Surveys were designed to quantitatively estimate the presence of the seven (7) species of stony corals currently listed in the US ESA, historically known to occur on the reefs and hardbottom habitats surrounding the Port Everglades entrance channel and potential direct and indirect impact area for the PENIP. ESA listed species included: Acropora palmata, Acropora cervicornis, Dendrogyra cylindrus, Mycetophyllia ferox, Orbicella annularis, Orbicella faveolata, and Orbicella franksi. ESA Survey stations were located adjacent to and as far away as 1050 meters to the north and 1020 meters to the south of the Port Everglades entrance channel. A total of 163 sites were surveyed. At each site one fifty (50) meter by four (4) meter transect was surveyed in each of the cardinal directions (North, East, South, West).Each colony representing any of the listed species observed along the 50x 4 meter transect (was measured, mapped, and photographed. Twenty sites were re-surveyed to assess impacts of Hurricane Irma. Data collected from the ESA Surveys will be provided to the National Marine Fisheries Service (NMFS) to complete an updated Biologi cal Opinion (Biop) for the PENIP. RECON surveys were designed to collect data in order to assess the condition of the natural communities surrounding the Port Everglades entrance channel and the 150 meter mixing zone adjacent to the channel, determined to be the potential impact area for the PENIP. Reconnaissance of the surrounding habitat was done by collecting data on thirty (30) meter transects at 195 sites, approximately 20 sites were relocated due to mismatches between the expected benthic habitat obta ined from historical maps and actual habitat observed during the surveys . Video transects were recorded at all sites to obtain a visual record of the habitat at the time of surveying. A thirty (30) meter by one (1) meter belt transect was conducted to reco rd, photograph and map the species, size, and condition of all stony corals at the site, as well as the size class and condition of the Giant Barrel Sponge (Xestospongia muta). Benthic cover data was obtained using the BEAMR method (Makowski, 2009) by surv eying seven (7) 0.5 meter2 quadrats in which octocorals were counted, measured and identified to genus, sponges were classified by morphotype and counted by size class, maximum sediment depth and maximum hardbottom relief were measured, and the total bent hic cover of 14 functional groups were recorded. The data collected during the RECON Surveys will be used to complete Uniform Mitigation Assessment Method (UMAM) to establish the current condition of resources in the project area and to determine the amount of compensatory mitigation required to offset project impacts. Additionally, data will be used during the development of Mitigation and Impact Minimization Plans. ESA and RECON Survey sites ranged from nearshore 108 STANDARD FORM 330 (REV. 312013) PAGE 2 shallow-water habitats to offshore reef habitats spanning depths between 11 feet and 90 feet and included anticipated direct and indirect impact areas of the PENIP. Pinnacle scientific divers participated in all aspects of the field data collection during this project. The coral reef habitat baseline data collected during the ESA and RECON Surveys will be used to inform the design of future surveys, including pre-construction, during construction, and post-construction. Pinnacle) installed multiple oceanographic instruments to collect hydrod ynamic field measurements in the vicinity of the Port Everglades Harbor. The field measurements will be used in support of model verification for sediment transport. The objective of the numerical model is to understand the fate of suspended sediment from dredge material during the proposed Port Everglades Harbor navigation channel deepening and widening project. Pinnacle installed six tide gauges – one gauge each at Port Everglades Inlet, near the Port Everglades Harbor Main Turning Basin, Tarpon River/New River near S. Andrews Ave., Port Laudania (Dania cut-off canal), Intracoastal Waterway (ICWW) near Hillsboro Inlet, and Dumfoundling Bay on 23 and 29 June 2016. There was a delay in deploying the tide gauge at the Tarpon River/New River Station due to sewage leaks in the Middle and New Rivers, the Florida Fish and Wildlife Conservation Commission prohibited access to the New River on 23 June through 27 June 2016. On 29 and 30 June 2016, Pinnacle installed four Acoustic Doppler Current Profilers (ADCPs) to m easure current flow velocity – one ADCP each at Port Everglades Inlet (just west of the jetty), ICWW near the SE 17th Street Bridge, the Southport Access Channel (SAC) between Eller Drive and N. Ocean Drive, and the SAC south of the Turning Notch. During instrument deployment, each of the tide gauges and ADCPs were inspected and data was downloaded to ensure that data was being collected. After inspection the instruments were reinstalled for the remainder of the deployment. On 1 and 2 August 2016, after a t otal deployment period of 30 days, the ADCPs and tide gauges were retrieved for final data download and processing. Pressure data collected by the tide gauges was converted into water levels and provided in NAVD88. Flow velocity data was processed accounting for water depth, height of instrument, blank distance, bin size, side-lobe error and tide range. On 8 December 2016, Pinnacle installed ADCPs to measure offshore wave properties at two stations located approximately four and six miles north of the Port at depths of 40 and 112 feet (12.2 and 34.1 meters), respectively. Additionally, a tide gauge was reinstalled in the Port Everglades Inlet to collect reference water level data during the December ADCP deployment. The two ADCPs were recovered on 13 December 2016 for instrument inspection and data download, and then redeployed. Upon data inspection, it was determined that the ADCP installed at the deep (112 -foot) station was not working correctly. A new ADCP was deployed at the deep station on 15 December 2016; and on 22 December 2016 the instrument was inspected and data was downloaded before it was redeployed to ensure that the new instrument was in working order. The tide gauge in the Port Everglades Inlet was recovered 15 December 2016 for inspection and data download, and then redeployed. On 18 January 2016 the two ADCPs and the tide gauge were retrieved for final data download and processing. 109 STANDARD FORM 330 (REV. 312013) PAGE 3 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Pinnacle Ecological, Inc. (2) FIRM LOCATION (City and State) Boynton Beach, Florida (3) ROLE Marine Environmental Science IMAGE HERE IMAGE IMAGE HERE IMAGE HERE IMAGE HERE IMAGE HERE 110 STANDARD FORM 330 (REV. 312013) PAGE 1 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project) 20. EXAMPLE PROJECT KEY NUMBER 2 21. TITLE AND LOCATION (City and State) Shoreline Stabilization/Wave Break Hugh Taylor Birch State Park Fort Lauderdale, Florida 22. YEAR COMPLETED PROFESSIONAL SERVICES Marine Environmental Science CONSTRUCTION (If Applicable) N/A 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER Florida Park Service, FDEP Via a Coastal Engineering and Marine Environmental Services Contract with Humiston & Moore Engineers, PA b. POINT OF CONTACT NAME Theresa Carron, FDEP Brett D. Moore, Humiston & Moore c. POINT OF CONTACT TELEPHONE NUMBER FDEP - 850-245-3029 Humiston & Moore - 239-594-2021 24. BRIEF DESCRIPTION OF PROJECT RELEVANCE TO THIS CONTACT (Include scope, size and cost) • Budget: $34,000 / Final Cost: $34,000 • Original Schedule: September 2016 • Actual Schedule: September 2016 Project Description: Pinnacle Ecological, Inc. (Pinnacle) was contracted by Florida Department of Environmental Protection (FDEP) through a continuing Coastal Engineering and Marine Environmental Services Contract with Humiston & Moore Engineers, PA to provide environmental science and project management services associated with a shoreline stabilization and wave break project at Hugh Taylor Birch State Park (Park) in Broward County, Florida. The Park is positioned on a barrier island (created after construction of the Intracoastal Waterway (ICWW)) that borders the Atlantic Ocean. Pinnacle performed a comprehensive benthic assessment study to delineate and quantify seagrass resources occurring in vicinity of the proposed project area. Pinnacle’s team of scientific divers surveyed a total of 33,612 meters2 (8.3 acres) of seafloor immediately adjacent to the concrete bulkhead that borders the Park’s west boundary along the ICWW. The objective of the assessment survey was to identify, delineate and map marine benthic resources in vicinity of the proposed project area which could be impacted by construction related activities. The initial seagrass assessment and mapping survey was conducted from 15 to 26 June 2015. Seagrass habitat was m apped using qualitative data from belt transects. A total of 238 transects varying from 30 to 100 feet were surveyed by Pinnacle’s scientific dive team. Macroalgae and paddle grass (Halophila decipiens) represented the dominant biota observed during the seagrass assessment survey. Paddle grass (H. decipiens) was the only seagrass species observed in the survey area. The total seagrass habitat delineated and mapped during the seagrass assessment study was 21,473 meters 2 (5.3 acres). The average seagrass density in the area ranged between 25 and 50% cover. The seagrass assessment survey report was submitted 22 July 2015. Additional field efforts occurred on 17, 18, and 20 February 2016 to map concrete pile debris in the area to determine an approximate area of coverage and identify select areas for targeting debris removal to facilitate mitigation. The results of the seagrass assessment survey were used to complete a Florida Unified Mitigation Assessment Methodology (UMAM) Forms Part 1 (Qualitative Description) and Part 2 (Quantitative Description), and develop a Seagrass Mitigation Plan. The Mitigation Plan provides a summary of the proposed mitigation activities, monitoring plan, success criteria and deliverables necessary to mitigate potential impacts associa ted with project related activities. Following extensive engagement with State and Federal Government Agencies, the Mitigation Plan was prepared in accordance with the recommendations presented by the National Marine Fisheries Service (NMFS) on 14 October 2015 and was submitted 10 August 2016. Pinnacle also completed NMFS Endangered Species Act Section 7 Checklist, on 26 May 2016, and supported NMFS staff during the Biological Opinion consultation as a part of the permitting process for the proposed construction activities. Additionally, Pinnacle developed a Seagrass Monitoring Plan. The monitoring plan was submitted 30 June 2016, and describes monitoring activities intended to measure the physical and biological environmental conditions occurring within sea grass habitat and mitigation areas situated between the ICWW and the bulkhead bordering the Park’s western boundary. The monitoring plan includes pre - and post-construction surveys in mitigation areas and non-mitigation areas and an additional 3 years of annual monitoring to determine whether the planned seagrass mitigation is meeting the designed success criteria. 111 STANDARD FORM 330 (REV. 312013) PAGE 2 Pinnacle conducted a pre-construction seagrass monitoring survey associated with proposed bulkhead improvement activities the Park, 7 to 9 June 2017 in partial support of permit requirements. Pinnacle’s field scientists conducted the pre-construction survey to comply with the mitigation plan that accompanied the permit. To mitigate potential seagrass impacts from Project construction and construction related activities, concrete debris will be removed from select areas of the estuarine bottom along the Park's bulkhead to increase potential seagrass habitat. During the pre-construction survey Pinnacle selected and established the sites which will be used during all subsequent monitoring events. Sampling locations were determined using a stratified random sampling design. The study area is comprised of three (3) equally sized areas which include the mapped seagrass habitat that was previously deli neated during seagrass assessment survey conducted in July 2015 (Pinnacle, 2015). Semi-permanent seagrass monitoring stations were randomly selected from each of the three equally sized study areas for a total of eight (8) monitoring stations, three (3) mitigation and five (5) non-mitigation stations. At each of the eight (8) monitoring stations the width of the seagrass habitat was measured along three (3) semi-permanent transects oriented perpendicular to shore and extending across the entire width of the seagrass habitat in vicinity of the monitoring site. A scientific diver swam the length of each transect and recorded the start and st op of each seagrass bed/patch occurring along the transect. In addition to the three (3) semi-permanent transects, three (3) temporary 10-m quantitative seagrass transects were established at each of the eight (8) monitoring stations. Six (6) randomly positioned 1.00-meter2 (10.8-foot2) quadrats were deployed along each quantitative seagrass transect. At each quadrat location scientific divers collected frequency of occurrence, percent cover, blade length, and density data using multiple 10 x 10-centimeter cells of the 1.0 meter2 quadrat. H. decipiens was the only seagrass species identified during the pre-construction monitoring survey. It was found throughout the survey area; occurring in both continuous and discontinuous beds, and isolated patches. Seagrasses in the Project area appeared healthy and flowering was recorded at six (6) of the eight (8) monitoring stations. Sea grass extent along the semi-permanent transects varied from station to station, however the overall seagrass coverage for transects within a given station were similar to each other. Similar to the seagrass extent measurements, seagrass percent cover and density varied between the eight (8) monitoring stations. The data collected during the pre-construction seagrass survey will serve as a baseline for future monitoring events which will assess any effects on seagrass resources from Project related activitie s, as well as to evaluate the success of the compensatory mitigation plan. A. Name and location of project Shoreline Stabilization/Wave Break Hugh Taylor Birch State Park (2015 – Present). Located in Broward County, the Park is positioned on a barrier island between the ICWW and the Atlantic Ocean. The project area included the seafloor immediately adjacent to the concrete bulkhead that borders the Park’s west boundary along the ICWW. B. Client: Florida Department of Environmental Protection (FDEP) Division of Recreation and Parks through a continuing Coastal Engineering and Marine Environmental Services Contract with Humiston & Moore Engineers, PA C. Point of Contact: Theresa Carron, Contract Administrator Phone: 850-245-3029 Email: Theresa.Carron@dep.state.fl.us D. Size and cost of project A total of 33,612 meters2 (8.3 acres) of seafloor was surveyed to identify and map marine resources. Total cost $34,000. E. Project owner FDEP Division of Recreation and Parks, Tallahassee, Florida (2015 – Present) F. Start and completion dates Benthic assessments, resource mapping and environmental permitting initiated in 2015 with compliance monitoring scheduled thr ough 2022. G. The proposer’s responsibilities on the project ● Benthic Marine Environmental Assessment ● Habitat Mapping, ● Unified Mitigation Assessment Method (UMAM) ● Environmental Permitting ● Regulatory Consultations – USACE, NMFS, FWS, FWC, SFWMD ● Compensatory Mitigation Plan ● Mitigation Work Plan ● Section 7 Checklist in Preparation of NMFS Biological Opinion ● Monitoring Plan ● Long-term Management Plan ● Adaptive Management Plan ● Financial Assurances ● Stakeholder Workshops 112 STANDARD FORM 330 (REV. 312013) PAGE 3 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Pinnacle Ecological, Inc. (2) FIRM LOCATION (City and State) Boynton Beach, Florida (3) ROLE Marine Environmental Science b. (1) FIRM NAME Humiston & Moore, P.A. (2) FIRM LOCATION (City and State) Naples, Florida (3) ROLE Coastal Engineer IMAGE HERE IMAGE HER E IMAGE HERE IMAGE HERE 113 STANDARD FORM 330 (REV. 312013) PAGE 1 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project) 20. EXAMPLE PROJECT KEY NUMBER 4 21. TITLE AND LOCATION (City and State) Biological Monitoring and Coral Reef Mapping for Beach Nourishment Town of Hillsboro Beach, Florida 22. YEAR COMPLETED 2016 to Present PROFESSIONAL SERVICES Marine Environmental Science CONSTRUCTION (If Applicable) N/A 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER Town of Hillsboro Beach Via a Coastal Engineering and Marine Environmental Services Contract with Moffatt & Nichol, Inc. b. POINT OF CONTACT NAME Timothy Blankenship c. POINT OF CONTACT TELEPHONE NUMBER 786-725-4180 24. BRIEF DESCRIPTION OF PROJECT RELEVANCE TO THIS CONTACT (Include scope, size and cost) • Budget: $32,000 / Final Cost: $32,000 • Original Schedule: September 2018 • Actual Schedule: September 2018 Project Description: Pinnacle Ecological, Inc. (Pinnacle) was contracted as the environmental science consultant to conduct Biological Monitoring associated with the Beach Nourishment Project at Hillsboro Beach and Deerfield Beach, Florida. The monitoring effort was performed in parti al fulfillment of project permits (FDEP File Number 0289706 -006-JN; USACE File Number SAJ-1997-02355(MOD-LCK); and Broward County EPGMD File Number DF-14-01082). The objective of biological monitoring was to assess the general performance of the 2015 beach fill project, identify any adverse effects that may occur to nearshore hardbottom habitat as a result of the project, and identify the need for adjustments, modifications or mitigative responses that may be required to avoid or further project related imp acts. Pinnacle employed best management practices established by FDEP, USACE and Broward County in fulfillment of environmental permits and the project’s Biological Monitoring Plan. All survey activities and deliverables were conducted in accordance with the latest update of the FDEP Bureau of Beaches and Coastal Systems (BBCS) Monitoring Standards for Beach Erosion Control Projects, Section 01000 – Beach Profile Topographic Surveying and Section 01100 – Offshore Profile Topographic Surveying and Standard Operation Procedures for Nearshore Hardbottom Monitoring of Beach Nourishment Projects (Kosmynin et al., 2016) and directly coordinated with FDEP staff. The westernmost edge of nearshore hardbottom habitat was mapped from 560 meters (0.35 miles) north of th e Deerfield Beach International Fishing Pier near FDEP Monument R-1 to 3,690 meters (2.3 miles) south of the Pier between FDEP Monuments R -14 and R-15. Benthic coverage data was collected using the quadrat based Benthic Ecological Assessment for Marginal Reefs (BEAMR) method (Lybolt and Baron, 2006). BEAMR data was collected at previously determined locations along each transect using a 1-meter2 quadrat. BEAMR data collection included: maximum hardbottom relief, sediment depth, and percent cover of sessile benthos within each quadrat. Additional data collected included: sediment depth measurements, sediment coverage documentation, video documentation of marine resources and percent cover of benthic macroinvertebrate and macroalgal communities along shore per pendicular transects in and adjacent to the project area. more exposed hardbottom was mapped during the 2016 Year 1 Post -Construction Survey diver-delineated nearshore hardbottom edge mapping than in previous (2014 and 2015) surveys. Hardbottom percent cov er increased (Sediment cover decreased) along all six (6) transects. The location of the easternmost hardbottom edge recorded during the 2016 survey extended further east for all transects, compared to the easternmost hardbottom edge in 2014 and 2015. 114 STANDARD FORM 330 (REV. 312013) PAGE 2 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Pinnacle Ecological, Inc. (2) FIRM LOCATION (City and State) Boynton Beach, Florida (3) ROLE Marine Environmental Science b. IMAGE HERE IMAGE HER E IMAGE HERE IMAGE HERE IMAGE HERE IMAGE HERE 115 STANDARD FORM 330 (REV. 312013) PAGE 1 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project) 20. EXAMPLE PROJECT KEY NUMBER 3 21. TITLE AND LOCATION (City and State) Coastal Environmental Assessment Surveys for Beach Jacquemontia and Winter Shorebirds and Seabirds Associated with the Hillsboro Beach Renourishment Truck Haul Project Town of Hillsboro Beach, Broward County, Florida 22. YEAR COMPLETED 2018 - Present PROFESSIONAL SERVICES Marine Environmental Science CONSTRUCTION (If Applicable) N/A 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER Town of Hillsboro Beach Via a Coastal Engineering and Marine Environmental Services Contract with Moffatt & Nichol, Inc. b. POINT OF CONTACT NAME Timothy Blankenship c. POINT OF CONTACT TELEPHONE NUMBER 786-725-4180 24. BRIEF DESCRIPTION OF PROJECT RELEVANCE TO THIS CONTACT (Include scope, size and cost) • Budget: $17,000 / Final Cost: $17,000 • Original Schedule: March 2018 • Actual Schedule: March 2018 Project Description: Pinnacle Ecological, Inc. (Pinnacle) was contracted by the Town of Hillsboro Beach under a professional services contract with Moffat and Nichol to conduct pre-construction and post-construction environmental assessment surveys for beach jacquemontia (Jacquemontia reclinata) and winter shorebirds and seabirds associated with the Hillsboro Beach Renourishment Truck Haul Project. The surveys were performed in p artial support of environmental resource permit requirements (US Army Corps of Engineers Permit No.: SAJ -1997-02355(SP-LCK). Winter shorebird and seabird surveys were conducted according to the Florida Shorebird Alliance’s Winter Shorebird Survey and Florida Fish and Wildlife Conservation Commission (FWC) protocols, on a 2 km stretch of beach that was to be renourished as part of an emergency nourishment project after the passing of Hurricane Irma. Two surveys were conducted before the start of construction (February 12 and 28) to establish a baseline for the presence of sea and shorebirds in the project area. The total area surveyed along the beach was 32,930 m 2, 294 birds were recorded belonging to eight (8) species between the two surveys. All but one of the species was present during both surveys with Black-bellied plovers (Pluviali squatarola) only being present in the second survey. The most common species recorded was the sanderling (Calidris alba) which represented 43% of all birds sighted, the second most common birds were the ring-billed gulls (Larus delawarensis). None of the species, identified as focal species by the FWC were observed during the initial surveys. No birds with injuries were recorded during the first survey but two birds with injur ies to their legs were observed during the second survey. There was a 26% decrease in the number of birds observed during the second survey. A post-construction survey will be conducted upon completion of the project to assess the differences in bird abundance and species composition between the pre-construction assemblage and the post-construction assemblage. Additionally, surveys were conducted to locate and mark the location of J. reclinata which is a flowering plant endemic to southeastern Florida and is listed as Endangered in the Endangered Species Act of 1973, as amended (ESA). The surveys were conducted along the beach and the sand dunes where present, the upland beach access corridor and the staging area. No plants were observed on the beach or dunes, but one stand was observed in the staging area. The stand consisted of 5-7 stems with 1 or 2 white flowers each. A 25 ft. wide buffer area was marked around the plant to prevent it being trampled. Upon the second survey, the buffer area had been reduc ed to accommodate trucks needing to turn towards the beach to deliver sand, and the plants had lost all their flowers. A post -construction survey will be conducted to assess the state of the plants after the end of construction and to remove any markings, as required by FWC. . 116 STANDARD FORM 330 (REV. 312013) PAGE 2 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Pinnacle Ecological, Inc. (2) FIRM LOCATION (City and State) Boynton Beach, Florida (3) ROLE Marine Environmental Science IMAGE HERE IMAGE 117 STANDARD FORM 330 (REV. 312013) PAGE 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 “X” under project key number for participation in same or similar role) 1 2 3 4 5 6 7 8 9 10 Name Title X X X X X X X X X X Paul Fitzgerald Senior Scientist X X X X Randi Shiplett Senior Scientist X X X X Mauricio Lopez Senior Scientist X X 29. EXAMPLE PROJECTS KEY NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) 1 Benthic Assessment and Resource Survey – ICWW Dredge Project Palm Beach County, Florida 4 Biological Monitoring and Coral Reef Mapping for Beach Nourishment Town of Hillsboro Beach, Florida 2 Shoreline Stabilization/Wave Break Hugh Taylor Birch State Park Fort Lauderdale, Florida 5 3 Coastal Environmental Assessment Surveys for Beach Jacquemontia and Winter Shorebirds and Seabirds Associated with the Hillsboro Beach Renourishment Truck Haul Project Town of Hillsboro Beach, Broward County, Florida 6 118 STANDARD FORM 330 (REV. 312013) PAGE 1 H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS AS NEEDED. Company Profile Pinnacle Ecological, Inc. (Pinnacle) is an environmental science consulting company supporting coastal and offshore marine development activities. Pinnacle’s scientists have studied kelp, seagrass and/or coral reef ecosystems in the Atlantic, Pacific, Indian and Arctic Oceans, Gulf of Mexico, Caribbean, Arabian Gulf, Okhotsk Sea, Black Sea, and Mediterranean Sea. Pinnacle’s services include environmental impact assessments, coral reef restoration, marine habitat characterization surveys and GIS mapping, quality control data management, environmental permitting and permit compliance, and coastal hydrodynamics. Pinnacle focusses on environmental due diligence, feasibility and risk assessment studies to identify potential short and long term risks associated with port dredging, seawall and bridge construction, beach nourishment, and related coastal development. Pinnacle also investigates the potential environmental and economic impacts to important resources including corals, natural and artificial reefs, seagrass, and mangrove habitats. Additionally, Pinnacle provides reasonable, cost effective solutions for avoidance and/or minimizing irreversible environmental impacts that may affect water quality, fishing, tourism and resource health. Pinnacle’s global environmental emergency response service provides rapid deployment of professional scientific teams to assess environmental conditions and initiate mitigation measures to limit ecological impacts. Pinnacle is recognized globally as experts in the field of marine environmental science, implementing sound scientific methodology, providing exemplary service, and producing peer reviewed publications. Pinnacle’s scientific approach to project development help’s to streamline the environmental permit process from concept through completion while avoiding potential impacts and further maintaining our client’s budget and schedule. The marine scientists at Pinnacle undergo routine scientific safety training to maximize efficiency and dive team safety during field operations in remote regions of the world. Pinnacle is recognized by the National Oceanic and Atmospheric Administration (NOAA) and the Florida Keys National Marine Sanctuary (FKNMS) as leaders in seagrass and coral reef studies including damage assessment and habitat restoration. In 2008, NOAA honored Pinnacle’s staff with the prestigious Presidential Partnership Award recognizing their dedicated contributions to the Coral Rescue, Relocation, Nursery and Beneficial Use Program in the FKNMS. The Florida Fish and Wildlife Conservation Commission (FWC) has approved Pinnacle as a Marine Turtle Monitoring permit holder for conducting beach nest monitoring. Field Services ● Environmental Impact Assessments ● Benthic Resource Surveys ● Habitat Characterization and GIS Mapping ● Ichthyoplankton Sampling and Analysis ● Scientific Dive Training and Safety Management ● Coral, Seagrass, and Mangrove Studies ● Protected Species Surveys ● Habitat Restoration – Coral Reef and Seagrass ● Coastal Hydrodynamic Studies ● Water Quality and Sediment Chemistry Monitoring ● Rapid Environmental Emergency Response Team Environmental Management ● Environmental Impact Assessment Reports ● Coral Recovery and Relocation Plans ● Monitoring and Mitigation Plans ● NEPA Environmental Review Management ● NPDES Permitting ● Section 7 Consultation and Biological Opinion (ESA) ● Joint Environmental Resource Permits ● QA/QC - Field Sampling and Data Management ● Environmental Quality and Construction Oversight ● Environmental Policy Management and Compliance ● Emergency Management and Risk Assessment 119 120 ARCHITECT - ENGINEER QUALIFICATIONS PART I - CONTRACT-SPECIFIC QUALIFICATIONS A. CONTRACT INFORMATION 2. PUBLIC NOTICE DATE 3. SOLICITATION OR PROJECT NUMBER B. ARCHITECT-ENGINEER POINT OF CONTACT C. PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors.) (Check) 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT PR I M E J- V PA R T N E R SU B C O N - TR AC T O R a Geotechnical Engineering b CHECK IF BRANCH OFFICE c d e CHECK IF BRANCH OFFICE D. ORGANIZATIONAL CHART OF PROPOSED TEAM (Attached) AUTHORIZED FOR LOCAL REPRODUCTION MANDATORY USE DATE OF FORM 6/2004 STANDARD FORM 330 (1/2004) PAGE 1 CHECK IF BRANCH OFFICE CHECK IF BRANCH OFFICE 1. TITLE AND LOCATION (City and State) City of Sunny Isles Beach: Marine and Coastal Professional Engineering Consulting Services (CCNA) March 16, 2018 RFQ No. 18-02-01 5. NAME OF FIRM GFA International, Inc. 4. NAME AND TITLE Frederick Kaub, P.G., L.A.C., President 6. TELEPHONE NUMBER (561) 347-0070 7. FAX NUMBER (561) 395-5805 8. E-MAIL ADDRESS fred@teamgfa.com x 1215 Wallace Drive Delray Beach, Florida 33444 Phone: (561) 347-0070 Fax: (561) 395-5805 GFA International, Inc. CHECK IF BRANCH OFFICE 121 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME Frederick Kaub, P.G., L.A.C. 13. ROLE IN THIS CONTRACT Professional Geologist Executive-in-charge 14. YEARS EXPERIENCE a. TOTAL 30 b. WITH CURRENT FIRM 30 15. FIRM NAME AND LOCATION (City and State) GFA International, Inc., Delray Beach, Miami, Port St. Lucie, Fort Myers – Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) B.S. / Geology Indiana University (White Star Endowment Scholarship) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) FL / Professional Geologist FL / Licensed Asbestos Consultant 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) Village of Key Biscayne Beach Restoration Maintenance Project (2) YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (If Applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Professional Geologist / Project Manager - The project consisted of the renourishment of eroded shoreline at the Key Biscayne Hotspots in Key Biscayne, Florida. GFA worked on pre and post-construction structural survey, vibration quality control plan, vibration monitoring, quality control plan, soil testing, and turbidity monitoring. Mr. Kaub was responsible for supervising project staff and ensuring quality of service, as well as performing a final review of all reports prior to submission. b. (1) TITLE AND LOCATION (City and State) USACE Beach Erosion Control & Hurricane Protection – Sunny Isles Beach, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2017 - 2018 CONSTRUCTION (If Applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Professional Geologist / Project Manager - The project consisted of the renourishment of approximately 2.4-miles of shoreline of the Sunny Isles Beach located in Dade County. Two critically eroded areas of shoreline were renourished with approximately 140,000 cubic yards of beach-quality sand. GFA provided pre and post- construction structural survey services, GFA developed a vibration control plan, monitored ground vibrations with remote seismograph systems, provided a vibration control specialist and vibration technicians, and submitted biweekly reports to the QC Manager, and performed quality control testing and management which consisted of laboratory testing services. Mr. Kaub was responsible for supervising project staff and ensuring quality of service, as well as performing a final review of all reports prior to submission. c. (1) TITLE AND LOCATION (City and State) Sunny Isles Beach Restoration – Sunny Isles, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2014 CONSTRUCTION (If Applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Professional Geologist / Project Manager - The project consisted of the renourishment of eroded shoreline on Sunny Isles Beach in Sunny Isles, Florida. Approximately 36,000 cubic yards of beach sand was placed from The Golden Strand to the Sands Point Condominium. The project took approximately sixty days to complete. GFA worked on pre and post-construction structural survey, vibration quality control plan, vibration monitoring, quality control plan, soil testing, and turbidity monitoring. Mr. Kaub was responsible for supervising project staff and ensuring quality of service, as well as performing a final review of all reports prior to submission. d. (1) TITLE AND LOCATION (City and State) Singer Island Dune Restoration 2017, Singer Island, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (If Applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Professional Geologist / Project Manager - The project consisted of the restoration of beach shoreline on Singer Island. Approximately 50,000 cubic yards of sand were trucked in and placed on the shoreline. GFA provided geotechnical engineering services which consisted of engineering technicians to perform mobile laboratory testing (sieve analysis, was 230, construction observation), as well as vibration monitoring. Mr. Kaub was responsible for supervising project staff and ensuring quality of service, as well as performing a final review of all reports prior to submission. e. (1) TITLE AND LOCATION (City and State) Shore Protection Project – Segment II Beach Fill, Broward Beach, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (If Applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Professional Geologist / Project Manager - The project consisted of the nourishment of two sections of the Broward Beach. “Group 1” of this project pertained to the northern section, which received 245,370 tons of sand onto 1.38 miles of beach in Pompano and Lauderdale by the Sea. “Group 2” of this project pertained to the southern section, which received 779,775 tons of sand onto 3.56 miles of beach in Lauderdale by the Sea and Fort Lauderdale. GFA provided pre-construction structural survey services, GFA developed a vibration control plan, monitored ground vibrations with a remote seismograph system, provided a vibration control specialist and vibration technicians, and submitted biweekly reports to the QC Manager, and performed quality control testing and management which consisted of laboratory testing services. Mr. Kaub was responsible for supervising project staff and ensuring quality of service, as well as performing a final review of all reports prior to submission. 122 f. (1) TITLE AND LOCATION (City and State) Jupiter/Carlin Park Shore Protection Project 3, Palm Beach County, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2014 CONSTRUCTION (If Applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Professional Geologist / Project Manager - The project consisted of the renourishment of a section of Carlin Park Beach in Palm Beach County, Florida. GFA performed construction materials testing, which consisted of conducting all laboratory testing at our USACE accredited laboratory as required by project specifications, providing equipment and qualified engineering technicians to sample aggregate and soils, and providing a project manager/quality control manager to supervise and coordinate all laboratory and field testing performed by GFA personnel. Mr. Kaub was responsible for supervising project staff and ensuring quality of service, as well as performing a final review of all reports prior to submission. g. (1) TITLE AND LOCATION (City and State) Hillsboro/Deerfield Beach Nourishment, Broward County, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (If Applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Professional Geologist / Project Manager - The project consisted of the nourishment of a shoreline located in Broward County, Florida. Approximately 70,000 cubic yards of beach sand was hauled in and placed. GFA performed construction materials testing, which consisted of conducting all laboratory testing at our USACE accredited laboratory as required by project specifications, providing equipment and qualified engineering technicians to sample aggregate and soils, and providing a project manager/quality control manager to supervise and coordinate all laboratory and field testing performed by GFA personnel. GFA provided turbidity sampling in accordance with project specifications. GFA provided vibration monitoring services including a remote seismograph and biweekly reports submitted to the QC Manager. Mr. Kaub was responsible for supervising project staff and ensuring quality of service, as well as performing a final review of all reports prior to submission. h. (1) TITLE AND LOCATION (City and State) Hillsboro Beach Renourishment Truck Haul Project, Town of Hillsboro Beach, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2018 CONSTRUCTION (If Applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Professional Geologist / Project Manager – This project consisted of the truck haul placement of approximately +/-47,278 cubic yards of beach fill between FDEP monuments R-6+750 to R-9 in Hillsboro Beach, Florida. The overall project is for approximately 2,198 linear feet. GFA provided pre and post-construction structural survey services, developed a vibration control plan, monitored ground vibrations with remote seismograph systems, provided a vibration control specialist and vibration technicians, and submitted biweekly reports to the QC Manager. GFA performed quality control testing and management which consisted of laboratory testing services (sieve analysis, material finer than 200, carbonate testing, Munsell soil color, and free shell content). GFA also performed a Limited Soil and Groundwater Environmental Site Assessment prior to the commencement of truck haul activity and after the project was completed to ensure that the on-site fuel tank did not contaminate the area groundwater. Mr. Kaub was responsible for supervising project staff and ensuring quality of service, as well as performing a final review of all reports prior to submission. 123 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Carlos A. Mercado, P.E. Professional Engineer / Project Supervisor a. TOTAL b. WITH CURRENT FIRM 26 5 15. FIRM NAME AND LOCATION (City and State) GFA International, Inc. Delray Beach, 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) B.S. Civil Engineering M.S. Geotechnical Engineering Florida - Professional Eng. #71707 Puerto Rico - Professional Eng. 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) American Society of Civil Engineers Puerto Rico Professional College of Engineers and Land Surveyors 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Hillsboro Beach Renourishment Truck Haul Project, Town of Hillsboro Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (if 2018 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Geotechnical Engineer / Supervisor - The project consisted of the truck haul placement of approximately +/-47,278 cubic yards of beach fill between FDEP monuments R- 6+750 to R-9 in Hillsboro Beach, Florida. The overall project is for approximately 2,198 linear feet. GFA was responsible for providing geotechnical engineering consisting of vibration monitoring, pre-construction structural survey, quality control plan management, quality control testing, and environmental engineering. Mr. Mercado worked with the project team on coordination of our services and overseeing the project budget and quality of work provided. b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED USACE Beach Erosion Control & Hurricane Protection – Sunny Isles Beach, Florida PROFESSIONAL SERVICES CONSTRUCTION (if ) 2017 - 2018 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Geotechnical Engineer / Supervisor - The project consisted of the renourishment of approximately 2.4-miles of shoreline of the Sunny Isles Beach located in Dade County. Two critically eroded areas of shoreline were renourished with approximately 140,000 cubic yards of beach-quality sand. GFA was responsible for providing geotechnical engineering consisting of vibration monitoring, pre-construction survey, quality control plan management and quality control testing. Mr. Mercado worked with the project team on coordination of our services and overseeing the project budget and quality of work provided. c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Shore Protection Project – Segment II Beach Fill, Broward Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (if ) 2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Geotechnical Engineer / Supervisor - The project consisted of the nourishment of two sections of the Broward Beach. “Group 1” of this project pertained to the northern section, which received 245,370 tons of sand onto 1.38 miles of beach in Pompano and Lauderdale by the Sea. “Group 2” of this project pertained to the southern section, which received 779,775 tons of sand onto 3.56 miles of beach in Lauderdale by the Sea and Fort Lauderdale. GFA was responsible for providing geotechnical engineering consisting of vibration monitoring, pre-construction structural survey, quality control plan management, and quality control testing. Mr. Mercado worked with the project team on coordination of our services and overseeing the project budget and quality of work provided. d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Flood Control and Coastal Emergency Beach Erosion Control Segment II, Broward County, FL PROFESSIONAL SERVICES CONSTRUCTION (if 2013 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Geotechnical Engineer / Supervisor - The project consisted of the renourishment of 5.1 miles of critically eroded shoreline immediately south of Hillsboro Inlet, between Florida Department of Environmental Protection Range Monuments R-26 to R-53.X. The project duration was 152 days. GFA was responsible for providing geotechnical engineering consisting of vibration monitoring, pre-construction structural survey, quality control plan management, and quality control testing. Mr. Mercado worked with the project team on coordination of our services and overseeing the project budget and quality of work provided. e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Dune Restoration Project, Palm Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (if 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Geotechnical Engineer / Supervisor - The project consisted of the restoration of dunes near 3550 S. Ocean Boulevard in Palm Beach, Florida. Approximately 7,000 tons of material was hauled in and placed for this project. GFA provided pre and post-construction structural survey services, developed a vibration control plan, monitored ground vibrations with remote seismograph systems, and performed quality control testing and management which consisted of laboratory testing services. Mr. Mercado worked with the project team on coordination of our services and overseeing the project budget and quality of work provided. STANDARD FORM 330 (6/2004) PAGE 1 of 2 124 RELEVANT PROJECTS CONTINUED f. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Beach Erosion Control and Hurricane Protection Project, Miami Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (if 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Geotechnical Engineer / Supervisor – This project consisted of the renourishment of critically eroded shoreline at the Miami Beach Hotspots located at approximately 55th Street and 46th Street in Miami Beach between Florida Department of Environmental Protection Range Monuments R-49.5 to R-50.5 and R-53.7 to R-55.5 respectively. The project duration was 248 days. GFA provided pre and post-construction structural survey services, developed a vibration control plan, monitored ground vibrations with remote seismograph systems, provided a vibration control specialist and vibration technicians, performed quality control testing and management which consisted of laboratory testing services, and provided turbidity sampling in accordance with project specifications. Mr. Mercado worked with the project team on coordination of our services and overseeing the project budget and quality of work provided. g. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Hillsboro/Deerfield Beach Nourishment, Broward County, FL PROFESSIONAL SERVICES CONSTRUCTION (if 2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Geotechnical Engineer / Supervisor - The project consisted of the nourishment of a shoreline located in Broward County, Florida. Approximately 70,000 cubic yards of beach sand was hauled in and placed. GFA performed construction materials testing, which consisted of conducting all laboratory testing at our USACE accredited laboratory as required by project specifications, providing equipment and qualified engineering technicians to sample aggregate and soils, and providing a project manager/quality control manager to supervise and coordinate all laboratory and field testing performed by GFA personnel. GFA provided turbidity sampling in accordance with project specifications. GFA provided vibration monitoring services including a remote seismograph. Mr. Mercado worked with the project team on coordination of our services and overseeing the project budget and quality of work provided. h. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Jupiter/Carlin Park Shore Protection Project 3, Palm Beach County, FL PROFESSIONAL SERVICES CONSTRUCTION (if 2014 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Geotechnical Engineer / Supervisor - The project consisted of the renourishment of a section of Carlin Park Beach in Palm Beach County, Florida. GFA performed construction materials testing, which consisted of conducting all laboratory testing at our USACE accredited laboratory as required by project specifications, providing equipment and qualified engineering technicians to sample aggregate and soils, and providing a project manager/quality control manager to supervise and coordinate all laboratory and field testing performed by GFA personnel. Mr. Mercado worked with the project team on coordination of our services and overseeing the project budget and quality of work provided. i. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Village of Key Biscayne Beach Restoration Maintenance Project PROFESSIONAL SERVICES CONSTRUCTION (if 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Geotechnical Engineer / Supervisor - The project consisted of the renourishment of eroded shoreline at the Key Biscayne Hotspots in Key Biscayne, Florida. GFA worked on pre and post-construction structural survey, vibration quality control plan, vibration monitoring, quality control plan, soil testing, and turbidity monitoring. Mr. Mercado worked with the project team on coordination of our services and overseeing the project budget and quality of work provided. STANDARD FORM 330 (6/2004) PAGE 2 of 2 125 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Estela Leon Aguilar, P.E. Project Engineer a. TOTAL b. WITH CURRENT FIRM 5 3 15. FIRM NAME AND LOCATION (City and State) GFA International, Inc. Delray Beach, FL 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) University of FL - Master of Science in Civil/Geotechnical Engineering ('13); University of FL - B.S., Civil Engineering, Cum Laude ('12); Broward College - Associates of Arts in Civil Engineering, Honors ('10) • State of Florida Professional Engineer #83307 • ACI Concrete Field Testing Technician - Grade I, #01277024 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Beach Erosion Control and Hurricane Protection Project, Miami Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (if 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer – This project consisted of the renourishment of critically eroded shoreline at the Miami Beach Hotspots located at approximately 55th Street and 46th Street in Miami Beach between Florida Department of Environmental Protection Range Monuments R-49.5 to R-50.5 and R-53.7 to R-55.5 respectively. The project duration was 248 days. GFA provided pre and post-construction structural survey services, GFA developed a vibration control plan, monitored ground vibrations with remote seismograph systems, provided a vibration control specialist and vibration technicians, performed quality control testing and management which consisted of laboratory testing services, and provided turbidity sampling in accordance with project specifications. Ms. Aguilar was responsible for project coordination with the client, as well as reviewing biweekly vibration monitoring reports and submittal to the QC manager, as well as reviewing turbidity sampling results. b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Dune Restoration Project, Palm Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (if 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer – This project consisted of the restoration of dunes near 3550 S. Ocean Boulevard in Palm Beach, Florida. Approximately 7,000 tons of material was hauled in and placed for this project. GFA provided pre and post-construction structural survey services, GFA developed a vibration control plan, monitored ground vibrations with remote seismograph systems, provided a vibration control specialist and vibration technicians, and performed quality control testing and management which consisted of laboratory testing services. Ms. Aguilar was responsible for project coordination with the client, as well as reviewing biweekly vibration monitoring reports and submittal to the QC Manager. c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Hillsboro Beach Renourishment Truck Haul Project, Town of Hillsboro Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (if ) 2018 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer – This project consisted of the truck haul placement of approximately +/-47,278 cubic yards of beach fill between FDEP monuments R-6+750 to R-9 in Hillsboro Beach, Florida. The overall project is for approximately 2,198 linear feet. GFA was responsible for providing geotechnical engineering consisting of vibration monitoring, pre-construction structural survey, quality control plan management, quality control testing, and environmental engineering. Ms. Aguilar was responsible for project coordination with the client, as well as reviewing biweekly vibration monitoring reports and submittal to the QC Manager. d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Hillsboro/Deerfield Beach Nourishment, Broward County, FL PROFESSIONAL SERVICES CONSTRUCTION (if ) 2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer - The project consisted of the nourishment of a shoreline located in Broward County, Florida. Approximately 70,000 cubic yards of beach sand was hauled in and placed. GFA performed construction materials testing, which consisted of conducting all laboratory testing at our USACE accredited laboratory as required by project specifications, providing equipment and qualified engineering technicians to sample aggregate and soils, and providing a project manager/quality control manager to supervise and coordinate all laboratory and field testing performed by GFA personnel. GFA provided turbidity sampling in accordance with project specifications. GFA provided vibration monitoring services including a remote seismograph and biweekly reports submitted to the QC Manager. Ms. Aguilar was responsible for project coordination with the client, as well as reviewing biweekly vibration monitoring reports and submittal to the QC Manager. e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Shore Protection Project – Segment II Beach Fill, Broward Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (if 2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer - The project consisted of the nourishment of two sections of the Broward Beach. “Group 1” of this project pertained to the northern section, which received 245,370 tons of sand onto 1.38 miles of beach in Pompano and Lauderdale by the Sea. “Group 2” of this project pertained to the southern section, which received 779,775 tons of sand onto 3.56 miles of beach in Lauderdale by the Sea and Fort Lauderdale. GFA provided pre-construction structural survey services, developed a vibration control plan, monitored ground vibrations with a remote seismograph system, provided a vibration control specialist and vibration technicians, and submitted biweekly reports to the QC Manager, and performed quality control testing and management which consisted of laboratory testing services. Ms. Aguilar was responsible for project coordination with the client, as well as reviewing biweekly vibration monitoring reports and submittal to the QC Manager. STANDARD FORM 330 (6/2004) PAGE 1 of 2 126 RELEVANT PROJECTS CONTINUED f. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Singer Island Dune Restoration 2017, Singer Island, FL PROFESSIONAL SERVICES CONSTRUCTION (if ) 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer - The project consisted of the restoration of beach shoreline on Singer Island. Approximately 50,000 cubic yards of sand were trucked in and placed on the shoreline. GFA provided geotechnical engineering services which consisted of engineering technicians to perform mobile laboratory testing (sieve analysis, was 230, construction observation), as well as vibration monitoring. Ms. Aguilar was responsible for project coordination with the client, as well as reviewing biweekly vibration monitoring reports and submittal to the QC Manager. g. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED USACE Beach Erosion Control & Hurricane Protection – Sunny Isles Beach, Florida PROFESSIONAL SERVICES CONSTRUCTION (if 2017 - 2018 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer - The project consisted of the renourishment of approximately 2.4-miles of shoreline of the Sunny Isles Beach located in Dade County. Two critically eroded areas of shoreline were renourished with approximately 140,000 cubic yards of beach-quality sand. GFA provided pre and post-construction structural survey services, developed a vibration control plan, monitored ground vibrations with remote seismograph systems, provided a vibration control specialist and vibration technicians, and submitted biweekly reports to the QC Manager, and performed quality control testing and management which consisted of laboratory testing services. Ms. Aguilar was responsible for project coordination with the client, as well as reviewing biweekly vibration monitoring reports and submittal to the QC Manager. h. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Village of Key Biscayne Beach Restoration Maintenance Project PROFESSIONAL SERVICES CONSTRUCTION (if 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer - The project consisted of the renourishment of eroded shoreline at the Key Biscayne Hotspots in Key Biscayne, Florida. GFA worked on pre and post- construction structural survey, vibration quality control plan, vibration monitoring, quality control plan, soil testing, and turbidity monitoring. Ms. Aguilar was responsible for project coordination with the client, as well as reviewing biweekly vibration monitoring reports and submittal to the QC manager, as well as reviewing turbidity sampling results. STANDARD FORM 330 (6/2004) PAGE 2 of 2 127 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Luke Berry, E.I. Staff Engineer a. TOTAL b. WITH CURRENT FIRM 4 3 15. FIRM NAME AND LOCATION (City and State) GFA International, Inc. Delray Beach, FL 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) B.S. Civil Engineering, University of Florida State of Florida Engineering Intern #1100016109 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Hillsboro Beach Renourishment Truck Haul Project, Town of Hillsboro Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (if 2018 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Staff Engineer - The project consisted of the truck haul placement of approximately +/-47,278 cubic yards of beach fill between FDEP monuments R-6+750 to R-9 in Hillsboro Beach, Florida. The overall project is for approximately 2,198 linear feet. GFA was responsible for providing geotechnical engineering consisting of vibration monitoring, pre-construction structural survey, quality control plan management, quality control testing, and environmental engineering. Mr. Berry was responsible for performing vibration monitoring, preparing the biweekly vibration monitoring reports for submittal, and management of the vibration control plan. b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED USACE Beach Erosion Control & Hurricane Protection – Sunny Isles Beach, Florida PROFESSIONAL SERVICES CONSTRUCTION (if ) 2017 - 2018 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Staff Engineer - The project consisted of the renourishment of approximately 2.4-miles of shoreline of the Sunny Isles Beach located in Dade County. Two critically eroded areas of shoreline were renourished with approximately 140,000 cubic yards of beach-quality sand. GFA was responsible for providing geotechnical engineering consisting of vibration monitoring, pre-construction survey, quality control plan management and quality control testing. Mr. Berry was responsible for performing vibration monitoring, preparing the biweekly vibration monitoring reports for submittal, and management of the vibration control plan. c. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Shore Protection Project – Segment II Beach Fill, Broward Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (if ) 2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Staff Engineer - The project consisted of the nourishment of two sections of the Broward Beach. “Group 1” of this project pertained to the northern section, which received 245,370 tons of sand onto 1.38 miles of beach in Pompano and Lauderdale by the Sea. “Group 2” of this project pertained to the southern section, which received 779,775 tons of sand onto 3.56 miles of beach in Lauderdale by the Sea and Fort Lauderdale. GFA was responsible for providing geotechnical engineering consisting of vibration monitoring, pre-construction structural survey, quality control plan management, and quality control testing. Mr. Berry was responsible for performing vibration monitoring, preparing the biweekly vibration monitoring reports for submittal, and management of the vibration control plan. d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Village of Key Biscayne Beach Restoration Maintenance Project PROFESSIONAL SERVICES CONSTRUCTION (if 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Staff Engineer - The project consisted of the renourishment of eroded shoreline at the Key Biscayne Hotspots in Key Biscayne, Florida. GFA worked on pre and post- construction structural survey, vibration quality control plan, vibration monitoring, quality control plan, soil testing, and turbidity monitoring. Mr. Berry was responsible for performing vibration monitoring, preparing the biweekly vibration monitoring reports for submittal, and management of the vibration control plan, as well as performing turbidity sampling. e. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Dune Restoration Project, Palm Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (if 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Staff Engineer - The project consisted of the restoration of dunes near 3550 S. Ocean Boulevard in Palm Beach, Florida. Approximately 7,000 tons of material was hauled in and placed for this project. GFA provided pre and post-construction structural survey services, developed a vibration control plan, monitored ground vibrations with remote seismograph systems, and performed quality control testing and management which consisted of laboratory testing services. Mr. Berry was responsible for performing vibration monitoring, preparing the biweekly vibration monitoring reports for submittal, and management of the vibration control plan. STANDARD FORM 330 (6/2004) PAGE 1 of 2 128 RELEVANT PROJECTS CONTINUED f. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Beach Erosion Control and Hurricane Protection Project, Miami Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (if 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Staff Engineer – This project consisted of the renourishment of critically eroded shoreline at the Miami Beach Hotspots located at approximately 55th Street and 46th Street in Miami Beach between Florida Department of Environmental Protection Range Monuments R-49.5 to R-50.5 and R-53.7 to R-55.5 respectively. The project duration was 248 days. GFA provided pre and post-construction structural survey services, developed a vibration control plan, monitored ground vibrations with remote seismograph systems, provided a vibration control specialist and vibration technicians, performed quality control testing and management which consisted of laboratory testing services, and provided turbidity sampling in accordance with project specifications. Mr. Berry was responsible for performing vibration monitoring, preparing the biweekly vibration monitoring reports for submittal, and management of the vibration control plan, as well as performing turbidity sampling. g. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Hillsboro/Deerfield Beach Nourishment, Broward County, FL PROFESSIONAL SERVICES CONSTRUCTION (if 2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Staff Engineer - The project consisted of the nourishment of a shoreline located in Broward County, Florida. Approximately 70,000 cubic yards of beach sand was hauled in and placed. GFA performed construction materials testing, which consisted of conducting all laboratory testing at our USACE accredited laboratory as required by project specifications, providing equipment and qualified engineering technicians to sample aggregate and soils, and providing a project manager/quality control manager to supervise and coordinate all laboratory and field testing performed by GFA personnel. GFA provided turbidity sampling in accordance with project specifications. GFA provided vibration monitoring services including a remote seismograph. Mr. Berry was responsible for performing vibration monitoring, preparing the biweekly vibration monitoring reports for submittal, and management of the vibration control plan, as well as performing turbidity sampling. STANDARD FORM 330 (6/2004) PAGE 2 of 2 129 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 1 21. TITLE AND LOCATION (City and State) HILLSBORO BEACH RENOURISHMENT TRUCK HAUL PROJECT TOWN OF HILLSBORO BEACH, FLORIDA 22. YEAR COMPLETED PROFESSIONAL SERVICES 2018 CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER Eastman Aggregates b. POINT OF CONTACT NAME Mr. Sean Kemnuir c. POINT OF CONTACT TELEPHONE NUMBER (561) 969-7147 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The project consisted of the truck haul placement of approximately +/-47,278 cubic yards of beach fill between FDEP monuments R-6+750 to R-9 in Hillsboro Beach, Florida. The overall project was for approximately 2,198 linear feet. GFA Contract • $9,170 GFA Services GFA provided pre and post-construction structural survey services, which consisted of performing visual inspections and video documentations of nearby building exteriors, exterior stucco, glazing, walkways/breezeways, and general structural conditions. GFA developed a vibration control plan, monitored ground vibrations with remote seismograph systems, provided a vibration control specialist and vibration technicians, and submitted biweekly reports to the QC Manager. GFA performed quality control testing and management which consisted of laboratory testing services (sieve analysis, material finer than 200, carbonate testing, Munsell soil color, and free shell content). GFA also performed a Limited Soil and Groundwater Environmental Site Assessment prior to the commencement of truck haul activity and after the project was completed to ensure that the on-site fuel tank did not contaminate the area groundwater. GFA Service Summary • Geotechnical Engineering • Pre-Construction Structural Survey • Quality Control Plan • Contractor Quality Control Testing • Environmental Engineering GFA Project #: 18-3880 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME GFA International, Inc. (2) FIRM LOCATION (City and State) Delray Beach, FL (3) ROLE Pre and Post Construction Survey, Vibration Monitoring, Quality Control, Materials Testing, Environmental Engineering b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (1/2004) PAGE 3 130 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 2 21. TITLE AND LOCATION (City and State) USACE BEACH EROSION CONTROL & HURRICANE PROTECTION SUNNY ISLES BEACH, FLORIDA 22. YEAR COMPLETED PROFESSIONAL SERVICES 2017 - 2018 CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER U.S. Army Corps of Engineers b. POINT OF CONTACT NAME Mr. Sean Kemnuir – Eastman Aggregates c. POINT OF CONTACT TELEPHONE NUMBER (561) 969-7147 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The project consisted of the renourishment of approximately 2.4-miles of shoreline of the Sunny Isles Beach located in Dade County. Two critically eroded areas of shoreline were renourished with approximately 140,000 cubic yards of beach-quality sand. GFA Contract • $51,822.00 GFA Services GFA provided pre and post-construction structural survey services, which consisted of performing visual inspections and video documentations of nearby building exteriors, exterior stucco, glazing, walkways/breezeways, and general structural conditions. GFA developed a vibration control plan, monitored ground vibrations with remote seismograph systems, provided a vibration control specialist and vibration technicians, and submitted biweekly reports to the QC Manager. GFA performed quality control testing and management which consisted of laboratory testing services (sieve analysis, material finer than 200, carbonate testing, Munsell soil color, and free shell content). GFA Service Summary • Geotechnical Engineering • Pre-Construction Structural Survey • Quality Control Plan • Contractor Quality Control Testing GFA Project #: 17-5103 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME GFA International, Inc. (2) FIRM LOCATION (City and State) Delray Beach, FL & Miami, FL (3) ROLE Pre and Post Construction Survey, Vibration Monitoring, Quality Control, Materials Testing b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (1/2004) PAGE 3 131 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 3 21. TITLE AND LOCATION (City and State) DUNE RESTORATION PROJECT PALM BEACH, FLORIDA 22. YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER Eastman Aggregates b. POINT OF CONTACT NAME Mr. Bernie Eastman c. POINT OF CONTACT TELEPHONE NUMBER (561) 969-7147 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The project consisted of the restoration of dunes near 3550 S. Ocean Boulevard in Palm Beach, Florida. Approximately 7,000 tons of material was hauled in and placed for this project. GFA Contract • $6,334 GFA Services GFA provided pre and post-construction structural survey services, which consisted of performing visual inspections and video documentations of nearby building exteriors, exterior stucco, glazing, walkways/breezeways, and general structural conditions. GFA developed a vibration control plan, monitored ground vibrations with remote seismograph systems, provided a vibration control specialist and vibration technicians, and submitted biweekly reports to the QC Manager. GFA performed quality control testing and management which consisted of laboratory testing services (sieve analysis, material finer than 200, carbonate testing, Munsell soil color, and free shell content). GFA Service Summary • Geotechnical Engineering • Pre-Construction Structural Survey • Quality Control Plan • Contractor Quality Control Testing GFA Project #: 17-0197 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME GFA International, Inc. (2) FIRM LOCATION (City and State) Delray Beach, FL (3) ROLE Geotechnical Engineering, Pre-Construction Survey, Quality Control Plan and Testing b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (1/2004) PAGE 3 132 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 4 21. TITLE AND LOCATION (City and State) SINGER ISLAND DUNE RESTORATION 2017 SINGER ISLAND, FLORIDA 22. YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER Eastman Aggregates b. POINT OF CONTACT NAME Mr. Bernie Eastman c. POINT OF CONTACT TELEPHONE NUMBER (561) 969-7147 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The project consisted of the restoration of beach shoreline on Singer Island. Approximately 50,000 cubic yards of sand were trucked in and placed on the shoreline. GFA Contract • $2,320.50 GFA Services GFA provided geotechnical engineering services which consisted of engineering technicians to perform mobile laboratory testing (sieve analysis, was 230, construction observation), as well as vibration monitoring. GFA Service Summary • Geotechnical Engineering GFA Project #: 10-1549.01 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME GFA International, Inc. (2) FIRM LOCATION (City and State) Delray Beach, FL (3) ROLE Geotechnical Engineering b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (1/2004) PAGE 3 133 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 5 21. TITLE AND LOCATION (City and State) VILLAGE OF KEY BISCAYNE BEACH RESTORATION MAINTENANCE PROJECT KEY BISCAYNE, FLORIDA 22. YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER Village of Key Biscayne b. POINT OF CONTACT NAME Mr. Sean Kemnuir – Eastman Aggregates LLC c. POINT OF CONTACT TELEPHONE NUMBER (561) 969-7147 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The project consisted of the renourishment of eroded shoreline at the Key Biscayne Hotspots in Key Biscayne, Florida. GFA Contract • $29,918.75 GFA Services GFA worked on pre and post-construction structural survey, vibration quality control plan, vibration monitoring, quality control plan, soil testing, and turbidity monitoring. GFA Service Summary • Pre and Post Construction Survey • Vibration Monitoring • Quality Control • Materials Testing GFA Project #: 17-0572 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME GFA International, Inc. (2) FIRM LOCATION (City and State) Delray Beach, FL (3) ROLE Pre and Post Construction Survey, Vibration Monitoring, Quality Control, Materials Testing b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (1/2004) PAGE 3 134 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 6 21. TITLE AND LOCATION (City and State) BEACH EROSION CONTROL AND HURRICANE PROTECTION PROJECT MIAMI BEACH, FLORIDA 22. YEAR COMPLETED PROFESSIONAL SERVICES 2016 CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER Eastman Aggregates b. POINT OF CONTACT NAME Mr. Bernie Eastman c. POINT OF CONTACT TELEPHONE NUMBER (561) 969-7147 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The project consisted of the renourishment of critically eroded shoreline at the Miami Beach Hotspots located at approximately 55th Street and 46th Street in Miami Beach between Florida Department of Environmental Protection Range Monuments R-49.5 to R-50.5 and R -53.7 to R-55.5 respectively. The project duration was 248 days. GFA Contract • $78,654.75 GFA Services GFA provided pre and post-construction structural survey services, which consisted of performing visual inspections and video documentations of nearby building exteriors, exterior stucco, glazing, walkways/breezeways, and general structural conditions. GFA developed a vibration control plan, monitored ground vibrations with remote seismograph systems, provided a vibration control specialist and vibration technicians, and submitted biweekly reports to the QC Manager. GFA performed quality control testing and management which consisted of laboratory testing services (sieve analysis, material finer than 200, carbonate testing, Munsell soil color, and free shell content). GFA provided turbidity sampling in accordance with project specifications. GFA Service Summary • Geotechnical Engineering • Pre-Construction Structural Survey • Quality Control Plan • Contractor Quality Control Testing • Turbidity Monitoring GFA Project #: 16-1064 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME GFA International, Inc. (2) FIRM LOCATION (City and State) Delray Beach, FL (3) ROLE Geotechnical Engineering, Pre-Construction Survey, Quality Control Plan and Testing, Turbidity Monitoring b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (1/2004) PAGE 3 135 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 7 21. TITLE AND LOCATION (City and State) SHORE PROTECTION PROJECT – SEGMENT II BEACH FILL LAUDERDALE BY THE SEA AND FORT LAUDERDALE, FLORIDA 22. YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER Eastman Aggregates b. POINT OF CONTACT NAME Mr. Bernie Eastman c. POINT OF CONTACT TELEPHONE NUMBER (561) 969-7147 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The project consisted of the nourishment of two sections of the Broward Beach. “Group 1” of this project pertained to the northern section, which received 245,370 tons of sand onto 1.38 miles of beach in Pompano and Lauderdale by the Sea. “Group 2” of this project pertained to the southern section, which received 779,775 tons of sand onto 3.56 miles of beach in Lauderdale by the Sea and Fort Lauderdale. GFA Contract • $203,462.94 GFA Services GFA provided pre-construction structural survey services, which consisted of performing visual inspections and video documentations of nearby building exteriors, exterior stucco, glazing, walkways/breezeways, and general structural conditions. GFA developed a vibration control plan, monitored ground vibrations with a remote seismograph system, provided a vibration control specialist and vibration technicians, and submitted biweekly reports to the QC Manager. GFA performed quality control testing and management which consisted of laboratory testing services (sieve analysis, material finer than 200, carbonate testing, Munsell soil color, and free shell content). GFA Service Summary • Geotechnical Engineering • Pre-Construction Structural Survey • Quality Control Plan • Contractor Quality Control Testing GFA Project #: 15-2286 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME GFA International, Inc. (2) FIRM LOCATION (City and State) Delray Beach, FL (3) ROLE Geotechnical Engineering, Pre-Construction Survey, Quality Control Plan and Testing b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (1/2004) PAGE 3 136 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 8 21. TITLE AND LOCATION (City and State) HILLSBORO/DEERFIELD BEACH NOURISHMENT DEERFIELD BEACH, FLORIDA 22. YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER Eastman Aggregates b. POINT OF CONTACT NAME Mr. Bernie Eastman c. POINT OF CONTACT TELEPHONE NUMBER (561) 969-7147 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The project consisted of the nourishment of a shoreline located in Broward County, Florida. Approximately 70,000 cubic yards of beach sand was hauled in and placed. GFA Contract • $3,958.50 GFA Services GFA performed construction materials testing, which consisted of conducting all laboratory testing at our USACE accredited laboratory as required by project specifications, providing equipment and qualified engineering technicians to sample aggregate and soils, and providing a project manager/quality control manager to supervise and coordinate all laboratory and field testing performed by GFA personnel. GFA provided turbidity sampling in accordance with project specifications. GFA provided vibration monitoring services including a remote seismograph and biweekly reports submitted to the QC Manager. GFA Service Summary • Quality Control Testing • Turbidity Monitoring • Vibration Monitoring GFA Project #: 15-0219 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME GFA International, Inc. (2) FIRM LOCATION (City and State) Delray Beach, FL (3) ROLE Quality Control Testing, Turbidity Monitoring, Vibration Monitoring b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (1/2004) PAGE 3 137 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 9 21. TITLE AND LOCATION (City and State) SUNNY ISLES BEACH RESTORATION SUNNY ISLES, FLORIDA 22. YEAR COMPLETED PROFESSIONAL SERVICES 2014 CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER City of Sunny Isles b. POINT OF CONTACT NAME Mr. Victor Ponce – Suffolk Construction c. POINT OF CONTACT TELEPHONE NUMBER (561) 282-3000 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The project consisted of the renourishment of eroded shoreline on Sunny Isles Beach in Sunny Isles, Florida. Approximately 36,000 cubic yards of beach sand was placed from The Golden Strand to the Sands Point Condominium. The project took approximately sixty days to complete. GFA Contract • $27,410.00 GFA Services GFA worked on pre and post-construction structural survey, vibration quality control plan, vibration monitoring, quality control plan, soil testing, and turbidity monitoring GFA Service Summary • Pre and Post Construction Survey • Vibration Monitoring • Quality Control • Materials Testing GFA Project #: 13-2599.02 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME GFA International, Inc. (2) FIRM LOCATION (City and State) Delray Beach, FL (3) ROLE Pre and Post Construction Survey, Vibration Monitoring, Quality Control, Materials Testing b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (1/2004) PAGE 3 138 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 10 21. TITLE AND LOCATION (City and State) FLOOD CONTROL AND COASTAL EMERGENCY BEACH EROSION CONTROL SEGMENT II BROWARD COUNTY, FLORIDA 22. YEAR COMPLETED PROFESSIONAL SERVICES 2013 CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER Eastman Aggregates b. POINT OF CONTACT NAME Mr. Bernie Eastman c. POINT OF CONTACT TELEPHONE NUMBER (561) 969-7147 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The project consisted of the renourishment of 5.1 miles of critically eroded shoreline immediately south of Hillsboro Inlet, between Florida Department of Environmental Protection Range Monuments R-26 to R-53.X. The project duration was 152 days. GFA Contract • $62,793.99 GFA Services GFA performed a pre-construction structural survey and a post-construction structural survey, inspecting existing structures within 200 feet from the beach fill limit. A structural inspector performed visual inspections and video documentations of building exteriors, exterior stucco, glazing, walkways/breezeways, and general structural conditions. GFA developed a vibration control plan, monitored ground vibrations with a remote seismograph system, provided a qualified vibration control specialist who submitted biweekly reports of all results to the QC Manager for transmittal to the ACOE. GFA provided sound survey services of equipment used on the project. GFA developed a quality control plan and provided construction materials testing services, which included laboratory testing of sieve analysis, material finer than 200/230, carbonate testing, Munsell soil color, organic content, and free shell content. GFA Service Summary • Geotechnical Engineering • Pre and Post Construction Structural Survey • Quality Control GFA Project #: 13-1639 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME GFA International, Inc. (2) FIRM LOCATION (City and State) Delray Beach, FL (3) ROLE Geotechnical Engineering, Structural Survey, Quality Control b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE STANDARD FORM 330 (1/2004) PAGE 3 139 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 (Fill in "Example Projects Key" section below before completing table. Place "X" under project key number for participation in same or similar role.) 1 2 3 4 5 6 7 8 9 10 29. EXAMPLE PROJECTS KEY NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) 1 6 2 7 3 8 4 9 5 10 STANDARD FORM 330 (1/2004) PAGE 4 )/22'&21752/$1'&2$67$/(0(5*(1&<%($&+ (526,21&21752/6(*0(17,, 6811<,6/(6%($&+5(6725$7,21 9,//$*(2).(<%,6&$<1(%($&+5(6725$7,21 0$,17(1$1&(352-(&7 6,1*(5,6/$1''81(5(6725$7,21 %($&+(526,21&21752/$1'+855,&$1( 3527(&7,21352-(&7 +,//6%252%($&+5(1285,6+0(17758&. +$8/352-(&7 '81(5(6725$7,21352-(&7 6+25(3527(&7,21352-(&7±6(*0(17,, %($&+),// 86$&(%($&+(526,21&21752/ +855,&$1( 3527(&7,21 +,//6%252'((5),(/'%($&+1285,6+0(17 Carlos A. Mercado, P.E. Professional Engineer / Project Supervisor Frederick Kaub, P.G. Estela Leon Aguilar, P.E. Luke Berry, E.I.Staff Engineer Project Engineer Professional Geologist X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 140 ARCHITECT-ENGINEER QUALIFICATIONS 1. SOLICITATION NUMBER (if any) PART II - GENERAL QUALIFICATIONS 2a. FIRM (OR BRANCH OFFICE) NAME GFA INTERNATIONAL, INC. 3. YEAR ESTABLISHED 1988 4. DUNS NUMBER 0497156504 2b. STREET 1215 Wallace Drive 5. OWNERSHIP a. TYPE S-Corporation 2c. CITY Delray Beach 2d. STATE FL 2e. ZIP CODE 33444 b. SMALL BUSINESS STATUS Federal Government Small Business: NAICS Codes: 541330; 541380; 541620, and 562910 6a. POINT OF CONTACT NAME AND TITLE Thomas Montano, Branch Manager 7. NAME OF FIRM (If block 2a. is a branch office) 6b. TELEPHONE NUMBER (561) 347-0070 6c. E-MAIL ADDRESS fred@teamgfa.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 09 Soil/Geo-Tech Engineer 12 E09 Environmental Impact/Assessments 2 12 Professional Engineers 12 E12 Environmental Remediation 3 15 Construction Inspectors 45 E13 Environmental Testing 3 24 Environmental Scientists 8 S05 Soils and Geologic Studies/Foundation 7 30 Geologists 3 T02 Testing & Inspection Services 7 34 Hydrogeologists 3 36 Industrial Hygienist 1 48 Project Managers 10 58 Technician/Analysts 38 Other Employees 50 Total 182 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. $100,00 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 7 c. Total Work 8 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a. SIGNATURE b. DATE March 16, 2018 c. NAME AND TITLE Frederick Kaub, P.G., L.A.C. AUTHORIZED FOR LOCAL REPRODUCTION MANDATORY USE DATE OF FORM 5/1/2004 STANDARD FORM 330 (1/2004) PAGE 6 (If a firm has branch offices, complete for each specific branch office seeking work.) RFQ No. 18-02-01 141 ARCHITECT – ENGINEER QUALIFICATIONS PART I – CONTRACT SPECIFIC QUALIFICATIONS A. CONTRACT INFORMATION 1. TITLE AND LOCATION (City and State) Marine & Coastal Professional Engineering - City of Sunny Isles Beach, FL 2. PUBLIC NOTICE DATE February 27th, 2018 3. SOLICITATION OR PROJECT NUMBER No. 18-02-01 B. ARCHITECT – ENGINEER POINT OF CONTACT 4. NAME AND TITLE Manuel Synalovski, AIA, LEED AP, Managing Principal 5. NAME OF FIRM Synalovski Romanik Saye, LLC 6. TELEPHONE NUMBER 954.961.6806 7. FAX NUMBER 954.961.6807 8. E-MAIL ADDRESS msynalovski@synalovski.com C. PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors.) (Check) 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT PR I M E J- V PA R T N E R SU B C O N - TR A C T O R a. x Synalovski Romanik Saye, LLC [ ] CHECK IF BRANCH OFFICE 1800 Eller Drive Suite 500 Fort Lauderdale, FL 33316 Architect b. x [ ] CHECK IF BRANCH OFFICE c. X [ ] CHECK IF BRANCH OFFICE d. x [ ] CHECK IF BRANCH OFFICE e. x [ ] CHECK IF BRANCH OFFICE f. x [ ] CHECK IF BRANCH OFFICE g. x [ ] CHECK IF BRANCH OFFICE h. x 142 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME Manuel Synalovski, AIA, LEED AP 13. ROLE IN THIS CONTRACT Project Principal 14. YEARS EXPERIENCE a. TOTAL 31 b. WITH CURRENT FIRM 26 15. FIRM NAME AND LOCATION (City and State) Synalovski Romanik Saye, LLC - Fort Lauderdale, FL 16. EDUCATION (DEGREE AND SPECIALIZATION) Bachelor of Architecture, 1983, University of Miami 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Florida, Architect; Texas, Architect; Connecticut, Architect Illinois, Architect; Puerto Rico, Architect 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) NCARB, AIA, LEED AP, UBCI, Broward County Board of Rules and Appeals, President B'nai Aviv in Weston, Board Member Area Agency for the Aged, Sponsor for: Children's Harbor in Pembroke Pines, Kids in distress in Wilton Manors, Jewish Federation of Broward County, Rotary Club in Weston, Samuel Scheck Hillel Day School, UNICEF USA, Broward College 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) Windmill Park (Coconut Creek, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2016 CONSTRUCTION (If Applicable) 2018 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Once home to a 160-acre tomato farm, Windmill Park is named for the iconic structure built, preserved, and dedicated to Earl F. Johns, whose pioneering family erected the windmill and farmed the land for nearly a century. When they bequeathed a portion of the property to the city in 1990, the site was enlivened with a variety of outdoor recreation opportunities: tennis, basketball, racquetball, and volleyball courts; playground; gazebo; enclosed dog park; and the Eric Kantor Tennis Academy. In 2011, the City of Coconut Creek purchased a neighboring two- acre lot, with plans for a major $2.4 million revamping. Current plans include easier, more direct access to each area, new lighting, and repositioning tennis courts, expanding the dog park, adding ADA-approved play apparatus, stationed outdoor exercise paths, picnic pavilions, restrooms, and additional parking spaces. To retain a sense of its farmstead origins, Windmill Park will be dotted with rustic accents, such as a corral fencing entry reminiscent of the Johns’ home. b. (1) TITLE AND LOCATION (City and State) Ingalls Park/ Community Center Improvements (Hallandale Beach, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (If Applicable) 2018 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Developed in the 1970s, Ingalls Park, 5 acres, gets an extensive makeover of facilities and amenities all dressed up in an eye-appealing, contemporary look with dynamic pops of color that mirror Hallandale Beach’s city logo. The park’s existing community center will be enlarged and modernized to better accommodate family celebrations, community events, and resident meetings. Carpark space will be increased, and the existing playground will be redesigned and replaced with state-of-the-art equipment and safe, manmade materials better suited for children’s well-being. New outdoor fitness equipment, improved trails and pathways, and added water retention and nature areas will enable visitors to enjoy a more scenic and scientifically planned route for healthy exercise. c. (1) TITLE AND LOCATION (City and State) 98th Street Park – Officer Winter’s Park (Bay Harbor Islands, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2013 CONSTRUCTION (If Applicable) 2014 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Dedicated to the memory of Police Officer Scott A. Winters, who grew up and served in Bay Harbor Islands, the park's construction began in 2012, five years after the town acquired three contiguous land parcels at a cost of $3.7 million. The park's three-quarters of an acre is packed with amenities that define its appeal to families and their pets. It offers two shaded playgrounds with poured-in-place rubberized surfacing, interactive splash pad, benches, ADA accessible paver walkway, under-roof picnic pavilion, Mid-Century designed restroom building with baby-changing stations, open field with FieldTurf, and adjacent dog park with water fountains and dog run. d. (1) TITLE AND LOCATION (City and State) Library Park Restroom Building (Weston, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2007 CONSTRUCTION (If Applicable) 2008 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm A 5 acre passive “reading” park located adjacently to the Weston Branch Library creates a strong connection between both facilities with a paved walkway that leads directly from the library. The park offers three (3) beautiful gazebos that are often used as outdoor venues for Library events and by avid readers, lighted pathways, a Weston History Walk providing education relating to the City’s archeological past, Florida Author’s Fountain, seating and open areas for picnics and ample parking. One of the rare amenities offered at this park is free WIFI throughout. SRS was responsible for designing the Restroom Building and making it consistent with the overall design of the park and as well as completely ADA accessible. e. (1) TITLE AND LOCATION (City and State) Pembroke Shores Parkland, (Pembroke Pines, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 1999 CONSTRUCTION (If Applicable) 2000 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm A centrally located park with indoor and outdoor recreation facilities was requested by the City of Pembroke Pines to serve the leisure needs of this fast-growing family-oriented community. The master-planned 40-acre site includes eight baseball/softball fields, concession/restroom buildings, and dugouts. Indoor facilities include a full volleyball court, two half volleyball courts, five racquetball courts, NCAA basketball court, four half basketball courts, multipurpose rooms, administrative offices, fully equipped fitness room, and locker rooms. STANDARD FORM 330 (1/2004) PAGE 2 143 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME Merrill Romanik, AIA, LEED AP 13. ROLE IN THIS CONTRACT Project Manager 14. YEARS EXPERIENCE a. TOTAL 25 b. WITH CURRENT FIRM 25 15. FIRM NAME AND LOCATION (City and State) Synalovski Romanik Saye, LLC - Fort Lauderdale, FL 16. EDUCATION (DEGREE AND SPECIALIZATION) Bachelor of Architecture, University of Florida 1989 Master of Building Construction, University of Florida 1992 Master of Architecture, Georgia Institute of Technology 1994 Continuing Education, 1997 - Present 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Florida, Architect, Interior Designer 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) NCARB, AIA, International Association of Interior Design, International Association of Police Chief Certification for the design of Police and Fire Facilities 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) Riverside Park Dock Replacement (Coral Springs, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2016 CONSTRUCTION (If Applicable) 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm SRS provide Architectural and Structural Engineering Services, to the City of Coral Springs, for the proposed replacement of the existing the dock with a shorter and lower version with recycled plastic lumber in lieu of the existing pressure treated lumber. b. (1) TITLE AND LOCATION (City and State) Townhomes at Raintree (Pembroke Pines, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2014 CONSTRUCTION (If Applicable) 2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm SRS was tasked with taking a Pembroke Pines Golf Course and creating a Master Plan for a Residential Developer, including the address list for 500 homes as well as the Clubhouse. SRS started development of the site by designing elements of the commercial phase of the project which included the Finger Lickin’ Restaurant. The Firm also allocated the lots within each different phase. c. (1) TITLE AND LOCATION (City and State) Pedrosa Residence Dock (Private) (Golden Beach, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2008 CONSTRUCTION (If Applicable) 2009 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm SRS designed this beautiful single family residence in the exclusive and upscale residential area of Golden Beach. Built on a 10,539 SF lot, the 7,666 SF house with street access, includes 5 bedrooms, dining room, living room, family room, gymnasium, den, bar, media room, 2 garage spaces, a swimming pool and a dock over the water edge. d. (1) TITLE AND LOCATION (City and State) Tequesta Trace Park – Concession & Restroom Facility (Weston, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2002 CONSTRUCTION (If Applicable) 2003 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm One of the larger parks in Weston, the Tequesta Trace Park features more than 42-acres of athletic fields for friendly competition and the best sports the city has to offer. Four baseball/ softball diamonds, two soccer fields and one roller hockey rink are spread out over the park. Another football/soccer field is enclosed by a running track and stadium seating for major sporting events. All fields are lighted, with two concession stands offering snacks and ADA restroom facilities. A covered playground is also available for youngsters and the park is dog friendly. e. (1) TITLE AND LOCATION (City and State) Chapel Trail Park (Pembroke Pines, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2002 CONSTRUCTION (If Applicable) 2003 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm The City of Pembroke Pines Park and Recreation Department’s Football and Soccer programs operate out of the Chapel Trail Park. Six (6) lit football/soccer fields are the primary amenity at the City Park and are complemented by a playground, Picnic pavilions, restrooms, concessions, meeting room and scoring tower. STANDARD FORM 330 (1/2004) PAGE 2 144 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 1 21. TITLE AND LOCATION (City and State) Fort Lauderdale Aquatic Complex (Fort Lauderdale, FL) 22. YEAR COMPLETED PROFESSIONAL SERVICES 2016 CONSTRUCTION (if Applicable) 2017 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER City of Fort Lauderdale b. POINT OF CONTACT NAME Tom Green, PE/ Beach Senior PM c. POINT OF CONTACT TELEPHONE NUMBER 954.828.4008 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The Design Criteria Package for Fort Lauderdale Aquatic Complex improvements involves an $18.2 million budget. Improvements include removal of the existing Main Competition Pool, and replacement with an expanded and fully FINA-compliant [Fédération Internationale de Natation] pool with two movable stainless bulkheads. The existing Diving Pool and underground observation room will be removed and replaced with a new fully FINA-compliant pool with a dive tower of five platform levels and one-meter and three-meter springboards. Metal bleachers for 550+/- spectators will be added to the west side of the Diving Pool. The existing Divers Spa will be replaced with a new larger spa. Other improvements include new surfacing and gutters for the existing Training Pool; new surfacing for the existing Instructional Pool; and raising the pool deck to allow for increased pool depth competition levels. A new grandstand building and bleachers will replace the existing north side facility, providing a fabric shade canopy, new restrooms, concessions, ticket office, and metal bleachers for 1500+/- spectators. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Synalovski Romanik Saye, LLC (2) FIRM LOCATION (City and State) Fort Lauderdale, FL (3) ROLE Architect b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE 145 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 2 21. TITLE AND LOCATION (City and State) Ocean Park Revitalization (Dania Beach, FL) 22. YEAR COMPLETED PROFESSIONAL SERVICES 2016 CONSTRUCTION (if Applicable) 2017 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER City of Dania Beach b. POINT OF CONTACT NAME John Torti PLA, ASLA/ Principal/ EDSA c. POINT OF CONTACT TELEPHONE NUMBER 954.524.3330 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) As part of the City of Dania Beach’s Beautification Plan for its Parks, SRS was tasked with upgrading and adding facilities at Ocean Park, a five acre linear park. This included Dune Restoration, Landscaping and Beautification, Renovation of existing Bathrooms and enhanced Lighting and Signage. SRS participated in Phase One of the process which focused primarily on site improvements, organizing signage and creating a sense of place for the Dania Beach Ocean Park. A Kayak Building was added for storage of rafts and other beach equipment. Its location, so near to the inlet, has some of the best natural and well preserved beaches in South Florida in addition to a fully operational marina and accented by the Dania Beach Pier and the Quarterdeck Restaurant. This provided a particular challenge as the buildings had to maintain their integrity to be able to withstand the ever present elements (wind, sand, sun), while adhering to the Mid- Century Modern vernacular of the City. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Synalovski Romanik Saye, LLC (2) FIRM LOCATION (City and State) Fort Lauderdale, FL (3) ROLE Architect b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE 146 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 3 21. TITLE AND LOCATION (City and State) Nautical Ventures Marine Superstore (Dania Beach, FL) 22. YEAR COMPLETED PROFESSIONAL SERVICES 2013 CONSTRUCTION (if Applicable) 2014 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER Nautical Ventures, Inc. b. POINT OF CONTACT NAME Roger Moore/ Owner c. POINT OF CONTACT TELEPHONE NUMBER 954.923.3779 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Due to the expansion for the Fort Lauderdale Airport, Nautical Ventures needed to relocate to a more appropriate site within the City of Dania Beach, with easy access to the intercostal and the ocean. SRS designed the tilt-wall structure to seamlessly fit with the existing nautical theme of the new property and storage facility. Located off the C-10 Canal, customers can immediately assess the worthiness of their watercraft on site, using the new 450 linear foot dock, coupled with the expertise of Nautical Ventures Staff. The 12,500 SF facility has 10,750 SF dedicated to showroom space and a 1,750 SF mezzanine floor for offices and administration. The site is further supported by a 15,000 SF newly renovated steel watercraft storage facility, adjacent to the showroom and office building. Cost of the project was $ 2 million. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Synalovski Romanik Saye, LLC (2) FIRM LOCATION (City and State) Fort Lauderdale, FL (3) ROLE Architect b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE 147 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 4 21. TITLE AND LOCATION (City and State) Miramar Pineland Park (Miramar, FL) 22. YEAR COMPLETED PROFESSIONAL SERVICES 2011 CONSTRUCTION (if Applicable) 2013 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER Broward County Parks and Rec. b. POINT OF CONTACT NAME Sue Goldstein/ PM c. POINT OF CONTACT TELEPHONE NUMBER 954.357.8060 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) At roughly 157 acres, Miramar Pineland is a unique combination of scrubby Flatwoods to the north and restored wetlands and associated prairie to the south. Its slash pine forest, in the northern half, is one of the largest intact resources of its kind in the county. The two distinct vegetative communities are separated by fairly deep ravines that were cut when the site was once popular with off-road-vehicle enthusiasts. It will be one of the most diverse sites in the Broward County Parks and Recreation Division: part regional park, part nature center, and part natural area. The public will be able to enjoy the Pineland Trail (approximately 3,700 feet of walkway that is a combination of concrete trail and elevated boardwalk with overlook); the Wetland Trail and Boardwalk (a trail combining concrete path and aluminum boardwalk that runs approximately 2,400 feet along and through the park’s wetland mitigation project); a large covered playground; the Division’s first interactive children’s water-play Splash Pad; restroom facilities; three rental shelters; and an entrance gatehouse. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Synalovski Romanik Saye, LLC (2) FIRM LOCATION (City and State) Fort Lauderdale, FL (3) ROLE Architect b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE 148 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 5 21. TITLE AND LOCATION (City and State) Alfred A. Ring Park (Gainesville, FL) 22. YEAR COMPLETED PROFESSIONAL SERVICES 2010 CONSTRUCTION (if Applicable) 2011 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER City of Gainesville b. POINT OF CONTACT NAME Patti Jo Davis/ PM c. POINT OF CONTACT TELEPHONE NUMBER 352.334.5021 1. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) When a 20-year-old boardwalk system connecting trails in this wilderness park was falling apart, our firm designed its replacement, which was completed under budget and a month earlier than projected. Alfred A. Ring Park is a popular wilderness park in Gainesville preserving the native species and natural beauty of northern Florida. To explore the wonders of this unique 1.4-mile-long, 22-acre preserve, visitors enter a broad bridge supported by heavy steel girders. Across the bridge, 13 new pressure-treated lumber boardwalks lead to footpaths and hiking trails deep into a surprisingly dark, dense forest. The final cost to replace the Boardwalk was $400,000, four percent under project budget. Continuing into the park, visitors may enjoy an overlook onto Hogtown Creek, where a nearby clearing and benches offer a resting place and scenic view. Hogtown Creek snakes through hills and valleys, until one comes upon the lovely Emily S. Ring Wildflower Garden tucked amid the oaks. Here, two pergolas present another delightful spot for rest and meditation. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Synalovski Romanik Saye, LLC (2) FIRM LOCATION (City and State) Fort Lauderdale, FL (3) ROLE Architect b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE 149 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 6 21. TITLE AND LOCATION (City and State) John Mullin Park – Aquatic Center (Lauderhill, FL) 22. YEAR COMPLETED PROFESSIONAL SERVICES 2010 CONSTRUCTION (if Applicable) 2011 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER City of Lauderhill b. POINT OF CONTACT NAME Desorae Giles-Smith, Asst. City Manager c. POINT OF CONTACT TELEPHONE NUMBER 954.730.3000 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) As a result of receiving a Broward County SWIM Central Grant, the City of Lauderhill reinvented its previous City Hall site by creating a community-based swim facility in the midst of a multifamily neighborhood. The site offers a newly landscaped corridor that signals a rebirth of the area. The swim complex includes a 25-meter competition pool, fun pool and “Fun-Brella,” 18,000 SF pool deck, 4,000 SF community building, concession stand, and restrooms. The architectural vocabulary is that of the Caribbean islands and is intended to provide visitors with a “resort-like feel.” The pool provides recreation as well swimming lessons and water safety training. Interiors and exterior were planned to include public art pieces that celebrate the aquatic nature of the facility. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Synalovski Romanik Saye, LLC (2) FIRM LOCATION (City and State) Fort Lauderdale, FL (3) ROLE Architect b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE 150 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 7 21. TITLE AND LOCATION (City and State) SW Pines Park (Pembroke Pines, FL) 22. YEAR COMPLETED PROFESSIONAL SERVICES 2007 CONSTRUCTION (if Applicable) 2008 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER City of Pembroke Pines b. POINT OF CONTACT NAME Steven Buckland / Asst. Dir Public Services c. POINT OF CONTACT TELEPHONE NUMBER 954.518.9107 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) SRS partnered with The Haskell Company for the design-build four-field soccer park on 56 acres for the City of Pembroke Pines. In addition to the soccer fields, the nature/wetland park encompasses a boardwalk, basketball and racquetball courts, modular restroom, and concession/ restroom building with adjoining restrooms. Construction Cost: $15 million 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Synalovski Romanik Saye, LLC (2) FIRM LOCATION (City and State) Fort Lauderdale, FL (3) ROLE Architect b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE 151 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 8 21. TITLE AND LOCATION (City and State) Sunrise Athletic Complex (Sunrise, FL) 22. YEAR COMPLETED PROFESSIONAL SERVICES 2007 CONSTRUCTION (if Applicable) 2008 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER City of Sunrise b. POINT OF CONTACT NAME Alan Gavazzi, AIA/ Asst. Dir. of Community Development c. POINT OF CONTACT TELEPHONE NUMBER 954.572.2487 25. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The re-envisioned park added value to the community and increased the pride and leisure opportunities of residents. The 29-acre Sunrise Athletic Complex, initially developed in the 1970s, needed upgrades and renovation for degraded equipment and eroded site conditions. We provided an improvement plan for five baseball fields with dugouts and new scorer’s towers, as well as improvements to lighted tennis courts, basketball court, two racquetball courts, and two soccer fields. Enhancements were added to the tot lot, playground equipment, restrooms, and a community building. The budget of $883,600 included drainage upgrades, a new multipurpose football field, new pedestrian sidewalks and pathway lighting, grading improvements on the existing fields, replacement of two existing pedestrian bridges over a water body, and construction of new vehicular barriers and landscape improvements along the perimeter of the site. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Synalovski Romanik Saye, LLC (2) FIRM LOCATION (City and State) Fort Lauderdale, FL (3) ROLE Architect b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE 152 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 9 21. TITLE AND LOCATION (City and State) Founder’s Park Splash Pad (Aventura, FL) 22. YEAR COMPLETED PROFESSIONAL SERVICES 2006 CONSTRUCTION (if Applicable) 2007 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER City of Aventura b. POINT OF CONTACT NAME Robert Sherman/ PM c. POINT OF CONTACT TELEPHONE NUMBER 954.452.5000 26. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Founders Park, a 12-acre amenity for Aventura residents, already offered brick-lined walkways overlooking the Intracoastal Waterway, sports resources, sand and shaded benches, and play areas for children when our firm was commissioned to add a futuristic SplashPad. Water splashes from below and above. Fountains underfoot spray upward, while brightly painted tubular “sprouts” and colorful “mushrooms” sprinkle and shower water from above, providing a joyful, splash-happy experience for young children. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Synalovski Romanik Saye, LLC (2) FIRM LOCATION (City and State) Fort Lauderdale, FL (3) ROLE Architect b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE 153 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 10 21. TITLE AND LOCATION (City and State) Savanna Commons (Weston, FL) 22. YEAR COMPLETED PROFESSIONAL SERVICES 2000 CONSTRUCTION (if Applicable) 2001 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER Arvida Realty, LLC b. POINT OF CONTACT NAME Andrew Dean/ Director c. POINT OF CONTACT TELEPHONE NUMBER 954.332.0532 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Arvida’s illustrious legacy in Weston was capped by its most imaginative project, the Savanna Commons leisure island complex, which earned our firm five prestigious awards from the Builders Association of South Florida in 2000. An island complex of staggering beauty and various components for socializing and relaxation, Savanna Commons is at the heart of an upscale community with 1,000 single-family homes. Aquatic amenities include competition pool, family pool, wading pool, activity play area, and slide tower pool. Other recreational elements include an 18-hole miniature golf course, playgrounds, outdoor inline hockey rink, multipurpose success field, and softball field. The Island themed community clubhouse includes a café, sundries shop, multipurpose room, catering kitchen, arts and crafts room, computer lab, administrative offices, and restrooms for the building and the pools. Our interior design “tropical island-sawgrass” theme is reflected in the images of palms and waves in tile patterns, fabrics, artwork, lighting accessories, and even building signage. Respect for and homage to the environmental culture is embodied by the artwork collection acquired from local Florida artists. Our five “Best 2000 Awards” included Architecture, Builder’s Overall Product, Land Planning, Pool Design, and Best of Show Finalist. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Synalovski Romanik Saye, LLC (2) FIRM LOCATION (City and State) Fort Lauderdale, FL (3) ROLE Architect b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE 154 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 “X” under project key number for participation in same or similar role.) 1 2 3 4 5 6 7 8 9 10 Manuel Synalovski, AIA, LEED AP Project Principal x x x x x x x x x x Merrill Romanik, AIA, LEED AP Project Architect x x x x x x x x x x 29. EXAMPLE PROJECTS KEY NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) 1 Fort Lauderdale Aquatic Complex (Fort Lauderdale, FL) 6 John Mullin Park – Aquatic Center (Lauderhill, FL) 2 Ocean Park Revitalization (Dania Beach, FL) 7 SW Pines Park (Pembroke Pines, FL) 3 Nautical Ventures Marine Superstore (Dania Beach, FL) 8 Sunrise Athletic Complex (Sunrise, FL) 4 Miramar Pineland Park (Miramar, FL) 9 Founder’s Park Splash Pad (Aventura, FL) 5 Alfred A. Ring Park (Gainesville, FL) 10 Savanna Commons (Weston, FL) STANDARD FORM 330 (1/2004) PAGE 4 155 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 March 22nd, 2018 33. NAME AND TITLE Manuel Synalovski, AIA, LEED AP, Managing Principal STANDARD FORM 330 (1/2004) PAGE 5 156 1 5 7 STANDARD FORM 330 (1/2004) PAGE 1 ARCHITECT – ENGINEER QUALIFICATIONS PART I - CONTRACT-SPECIFIC QUALIFICATIONS A. CONTRACT INFORMATION 1. TITLE AND LOCATION (City and State) Sunny Isles Beach Marine and Coastal Professional Engineering Services 2. PUBLIC NOTICE DATE 02-27-2018 3. SOLICITATION OR PROJECT NUMBER RFQ-18-02-01 B. ARCHITECT-ENGINEER POINT OF CONTACT 4. NAME AND TITLE Lakdas Nanayakkara, P.E., President 5. NAME OF FIRM Lakdas/Yohalem Engineering, Inc. 6. TELEPHONE NUMBER (954) 771-0630 7. FAX NUMBER (954) 771-0519 8. E-MAIL ADDRESS lye@lyengineering.com C. PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors.) (Check) 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT PR I M E J- V PA R T N E R SU B C O N - TR A C T O R a. X Lakdas/Yohalem Engineering, Inc. CHECK IF BRANCH OFFICE 2211 NE 54th Street Fort Lauderdale, Fl. 33308 Marine and Structural Engineering b. CHECK IF BRANCH OFFICE c. CHECK IF BRANCH OFFICE d. CHECK IF BRANCH OFFICE e. CHECK IF BRANCH OFFICE f. CHECK IF BRANCH OFFICE g. CHECK IF BRANCH OFFICE h. CHECK IF BRANCH OFFICE i. CHECK IF BRANCH OFFICE j. CHECK IF BRANCH OFFICE D. ORGANIZATIONAL CHART OF PROPOSED TEAM (Attached) 158 STANDARD FORM 330 (1/2004) PAGE 2 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME Lakdas Nanayakkara 13. ROLE IN THIS CONTRACT Marine and Structural Engineering 14. YEARS EXPERIENCE a. TOTAL 39 b. WITH CURRENT FIRM 34 15. FIRM NAME AND LOCATION (City and State) Lakdas/Yohalem Engineering, Inc. 16. EDUCATION (DEGREE AND SPECIALIZATION) Post Graduate Diploma in Structural Engineering Bachelor of Science Honors Degree in Civil Engineering With Structural Engineer Major 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Structural/Civil Engineer Florida #037590 Certified Structural Masonry Inspector Certified Uniform Building Code Inspector Certified General Contractor Certified Threshold Inspector 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Structural Engineering Expert for Unsafe Structure Board – City of Margate since “ 2001”. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) Riverwalk Seawall, Fort Lauderdale FL (2) YEAR COMPLETED 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 Description & Scope: Structural Site Condition Survey, Structural Analysis, Design, Special Inspection Services and Marine Engineer of Record for renovation upgrade. Cost: $40,000.00 b. (1) TITLE AND LOCATION (City and State) Bayview Seawall, Fort Lauderdale Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (If applicable) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Description & Scope: Structural Site Condition Survey, Structural Analysis, Design, Special Inspection Services and Marine Engineer of Record for renovation upgrade. Cost: $ 235,000.00 c. (1) TITLE AND LOCATION (City and State) SE 15th Street Seawall, Fort Lauderdale, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2014 CONSTRUCTION (If applicable) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Description & Scope: Structural Site Condition Survey, Structural Analysis, Design, Special Inspection Services and Marine Engineer of Record for renovation upgrade. Cost: $25,000.00 d. (1) TITLE AND LOCATION (City and State) Structural Load Rating Pier at Berth 33, Fort Lauderdale , FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2014 CONSTRUCTION (If applicable) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Description & Scope: Structural Site Condition Survey, Structural Analysis, Design, Special Inspection Services and Marine Engineer of Record for renovation upgrade. Cost: $125,000.00 e. (1) TITLE AND LOCATION (City and State) Cozy Cove Marina Dock Restoration, Dania Beach, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2016 CONSTRUCTION (If applicable) N/A 159 STANDARD FORM 330 (1/2004) PAGE 3 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Description & Scope: Structural Site Condition Survey, Structural Analysis, Design, Special Inspection Services and Structural Engineer of Record for renovation upgrade. Cost: $15,000.00 f. (1) TITLE AND LOCATION (City and State) Fort Lauderdale Marina, Fort Lauderdale, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (If applicable) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Description & Scope: Structural Site Condition Survey, Structural Analysis, Design, Special Inspection Services and Structural Engineer of Record for renovation upgrade. Cost: $120,000.00 g. (1) TITLE AND LOCATION (City and State) Hollywood Marina Restroom, Hollywood, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (If applicable) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Description & Scope: Structural Design, Structural Analysis Structural and Marine Engineer of Record and Special Inspection of replacement of docks A, B, C. Cost: $375,000.00 160 STANDARD FORM 330 (1/2004) PAGE 4 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME Samuil Lyubkin 13. ROLE IN THIS CONTRACT Structural Engineering 14. YEARS EXPERIENCE a. TOTAL 38 b. WITH CURRENT FIRM 12 15. FIRM NAME AND LOCATION (City and State) Lakdas/Yohalem Engineering, Inc. 16. EDUCATION (DEGREE AND SPECIALIZATION) Bachelors of Science in Civil Engineering 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Professional Engineer Florida #34306 Certified Threshold Inspector #0149 General Contractor - Inactive 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) Structural Load Rating Pier at Berth 33, Fort Lauderdale , FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2014 CONSTRUCTION (If applicable) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Description & Scope: Structural Site Condition Survey, Structural Analysis, Design, Special Inspection Services and Marine Engineer of Record for renovation upgrade. Cost: $125,000.00 b. (1) TITLE AND LOCATION (City and State) Cozy Cove Marina Dock Restoration, Dania Beach, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2016 CONSTRUCTION (If applicable) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Description & Scope: Structural Site Condition Survey, Structural Analysis, Design, Special Inspection Services and Structural Engineer of Record for renovation upgrade. Cost: $15,000.00 c. (1) TITLE AND LOCATION (City and State) Fort Lauderdale Marina, Fort Lauderdale, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (If applicable) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Description & Scope: Structural Site Condition Survey, Structural Analysis, Design, Special Inspection Services and Structural Engineer of Record for renovation upgrade. Cost: $120,000.00 d. (1) TITLE AND LOCATION (City and State) Hollywood Marina Restroom, Hollywood, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (If applicable) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Description & Scope: Structural Design, Structural Analysis Structural and Marine Engineer of Record and Special Inspection of replacement of docks A, B, C. Cost: $375,000.00 161 STANDARD FORM 330 (1/2004) PAGE 5 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) Riverwalk Seawall, Fort Lauderdale FL 22. YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (If applicable) N/A 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER Calvin, Giordano & Associates, Inc. b. POINT OF CONTACT NAME David Frodsham c. POINT OF CONTACT TELEPHONE NUMBER (561) 684-6161 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost.) Description & Scope: Structural Site Condition Survey, Structural Analysis, Design, Special Inspection Services and Marine Engineer of Record for renovation upgrade. Cost: $40,000.00 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Lakdas/Yohalem Engineering, Inc. (2) FIRM LOCATION (City and State) Fort Lauderdale, Florida (3) ROLE Marine Engineer of Record F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) Bayview Seawall 22. YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (If applicable) N/A 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER City of Fort Lauderdale b. POINT OF CONTACT NAME Dane Esdelle c. POINT OF CONTACT TELEPHONE NUMBER (954) 828-6885 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost.) Description & Scope: Structural Site Condition Survey, Structural Analysis, Design, Special Inspection Services and Marine Engineer of Record for renovation upgrade. Cost: $ 235,000.00 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Lakdas/Yohalem Engineering, Inc. (2) FIRM LOCATION (City and State) Fort Lauderdale, Florida (3) ROLE Marine Engineer of Record 162 STANDARD FORM 330 (1/2004) PAGE 6 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) SE 15th Street Seawall, Fort Lauderdale, Florida 22. YEAR COMPLETED PROFESSIONAL SERVICES 2014 CONSTRUCTION (If applicable) N/A 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER MBR Construction b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER (954) 486-8404 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost.) Description & Scope: Structural Site Condition Survey, Structural Analysis, Design, Special Inspection Services and Marine Engineer of Record for renovation upgrade. Cost: $25,000.00 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Lakdas/Yohalem Engineering, Inc. (2) FIRM LOCATION (City and State) Fort Lauderdale, Florida (3) ROLE Marine Engineer of Record F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) Structural Load Rating Pier at Berth 33, Fort Lauderdale , FL 22. YEAR COMPLETED PROFESSIONAL SERVICES 2014 CONSTRUCTION (If applicable) N/A 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER Craven Thompson & Associates b. POINT OF CONTACT NAME Patrick J. Gibney c. POINT OF CONTACT TELEPHONE NUMBER (954) 739-6400 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost.) Description & Scope: Structural Site Condition Survey, Structural Analysis, Design, Special Inspection Services and Marine Engineer of Record for renovation upgrade. Cost: $125,000.00 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Lakdas/Yohalem Engineering, Inc. (2) FIRM LOCATION (City and State) Fort Lauderdale, Florida (3) ROLE Marine Engineer of Record 163 STANDARD FORM 330 (1/2004) PAGE 7 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) Cozy Cove Marina Dock Restoration, Dania Beach, FL 22. YEAR COMPLETED PROFESSIONAL SERVICES 2016 CONSTRUCTION (If applicable) N/A 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER Cozy Cove Marina b. POINT OF CONTACT NAME John Skinner c. POINT OF CONTACT TELEPHONE NUMBER 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost.) Description & Scope: Structural Site Condition Survey, Structural Analysis, Design, Special Inspection Services and Structural Engineer of Record for renovation upgrade. Cost: $15,000.00 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Lakdas/Yohalem Engineering, Inc. (2) FIRM LOCATION (City and State) Fort Lauderdale, Florida (3) ROLE Structural Engineer of Record F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) Fort Lauderdale Marina, Fort Lauderdale, Florida 22. YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (If applicable) N/A 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER Shoreline Foundation, Inc. b. POINT OF CONTACT NAME Barry S. Reed c. POINT OF CONTACT TELEPHONE NUMBER (954) 985-0460 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost.) Description & Scope: Structural Site Condition Survey, Structural Analysis, Design, Special Inspection Services and Structural Engineer of Record for renovation upgrade. Cost: $120,000.00 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Lakdas/Yohalem Engineering, Inc. (2) FIRM LOCATION (City and State) Fort Lauderdale, Florida (3) ROLE Structural Engineer of Record 164 STANDARD FORM 330 (1/2004) PAGE 8 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) Hollywood Marina Restroom, Hollywood, FL 22. YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (If applicable) N/A 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER City of Hollywood b. POINT OF CONTACT NAME Terrence Comiskey c. POINT OF CONTACT TELEPHONE NUMBER (954) 921-3900 X3991 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost.) Description & Scope: Structural Design, Structural Analysis Structural and Marine Engineer of Record and Special Inspection of replacement of docks A, B, C. Cost: $375,000.00 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Lakdas/Yohalem Engineering, Inc. (2) FIRM LOCATION (City and State) Fort Lauderdale, Florida (3) ROLE Marine Structural Engineer 165 STANDARD FORM 330 (1/2004) PAGE 9 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 “X” under project key number for project participation same or similar role.) 1 2 3 4 5 6 7 8 9 10 Lakdas Nanayakkara, P.E. Marine Structural Engineer X X X X X X X Samuil, Lyubkin, P.E. Structural Engineer X X X X 29. EXAMPLE PROJECT KEY No. TITLE OF EXAMPLE PROJECT (FROM SECTION F) No. TITLE OF EXAMPLE PROJECT (FROM SECTION F) 1. Riverwalk Seawall, Fort Lauderdale, Fl. 6. Fort Lauderdale Marina, Fort Lauderdale, Fl. 2. Bayview Seawall, Fort Lauderdale, Fl. 7. Hollywood Marina Restroom, Hollywood Fl. 3. SE 15th Street Seawall, Fort Lauderdale, Fl. 8. 4. Structural Load Rating Pier at Berth 33, Fort Lauderdale, Fl. 9. 5. Cozy Cove Marina Dock Restoration, Dania Beach, Fl. 10. 166 STANDARD FORM 330 (1/2004) PAGE 10 H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS AS NEEDED. LAKDAS/YOHALEM ENGINEERING, INC., (LYE) is a Civil, Structural, Marine and Bridge Engineering firm, which was established in Florida in the late 1970 as Yohalem Engineering, Inc. 1. The firm offers a variety of Civil, Structural, Marine and Bridge Engineering services, specializing in residential, multi-residential, docks and seawalls, bulkhead and pier projects, water and wastewater treatment facilities, water control structures and bridges. The firm also has completed numerous Marines and Port Facilities. Participated as City Consultant and Special Inspector for construction design of over 7 Marinas in tri-county area. 2. Engineering Services: Condition Survey Evaluation, Feasibility Studies, Design and Construction Documents, Threshold and Special Inspection Services, Hurricane and Storm Sewage Damage Evaluation, Hurricane and Storm Protection and Mitigation. 3. Construction Observation/Inspection: Provide Threshold and Special Inspection and Observations of civil and structural systems under construction. Mr. Nanayakkara is a Uniform Building Code Inspector certified by the Florida Department of Education. Special Inspector (Threshold Inspector) authorized by the Florida Concrete and Products Association. 4. Value-Engineering, Constructability, Peer and Code Compliance Review: Mr. Nanayakkara has participated in several multi- million dollar value-engineering and constructability review projects, design and construction of several projects within a specified budget, which resulted in substantial savings to the Owners. 5. Small Business Enterprise: Lakdas/Yohalem Engineering, Inc. is a Small Business certified in Broward, Dade and Palm Beach Counties and by the Florida Department of Management Services. 6. Insurance: The firm is fully insured and carries $2,000,000 in Professional Liability Insurance. The firm's commitment to success begins with a highly skilled design and construction inspection team. knowledgeable in all aspects of a project from start to finish. Throughout completion of a project, Lakdas/Yohalem, Inc. encourages continuous two-way communication between Owners, Clients and Contractors. I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. 31. SIGNATURE 32. DATE March 20, 2018 33. NAME AND TITLE Lakdas Nanayakkara, President 167 STANDARD FORM 330 (1/2004) PAGE 11 ARCHITECT – ENGINEER QUALIFICATIONS 1. SOLICITATION NUMBER (If any) RFQ 18-02-01 PART II – GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM (OR BRANCH OFFICE) NAME Lakdas/Yohalem Engineering, Inc. 3. YEAR ESTABLISHED 1987 4. DUNS NUMBER 08-735-8701 2b. STREET 2211 NE 54th Street 5. OWNERSHIP a. TYPE Corporation 2c. CITY Fort Lauderdale 2d. STATE FL 2e. ZIP CODE 33308 b. SMALL BUSINESS STATUS MBE/SBE/DBE/CDBE 6a. POINT OF CONTACT NAME AND TITLE Lakdas Nanayakkara 7. NAME OF FIRM (If block 2a is a branch office) 6b. TELEPHONE NUMBER (954) 771-0630 6c. E-MAIL ADDRESS lye@lyengineering.com 8a. FORMER FIRM NAME(S) (If any) 8b.YR ESTABLISHED 8c. DUNS NUMBER Yohalem Engineering, Inc. 1969 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 (Principal) 1 C07 39 years 5 02 Administrative 1 C08 30 years 5 48 Project Managers 3 C09 16 years 5 57 Structural Engineer 3 C10 37 years 5 12 Civil Engineer 1 C11 38 years 5 08 CADD Technician 1 F05 25 years 5 15 Construction Inspector 4 S90 34 years Other Employees Total 14 11. ANNUAL AVERAGE PROFESSIONAL PROFESSIONAL SERVICES REVENUE INDEX NUMBER SERVICES REVENUES OF FIRM FOR LAST 3 YEARS (Insert revenue index number shown at right) 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 5 b. Non-Federal Work 0 c. Total Work 5 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a. SIGNATURE b. DATE March 20, 2018 c. NAME AND TITLE Lakdas Nanayakkara, President 168 ARCHITECT – ENGINEER QUALIFICATIONS PART I – CONTRACT SPECIFIC QUALIFICATIONS A. CONTRACT INFORMATION 1. TITLE AND LOCATION (City and State) Marine and Coastal Professional Engineering Consulting Services City of Sunny Isles Beach, Florida PUBLIC NOTICE DATE February 27, 2018 3. SOLICITATION OR PROJECT NUMBER RFQ# 18-02-01 B. ARCHITECT – ENGINEER POINT OF CONTACT 4. NAME AND TITLE William T. Sadler, Jr, PE, PSM - President 5. NAME OF FIRM Sea Diversified, Inc. 6. TELEPHONE NUMBER (561) 243-4920 7. FAX NUMBER (561) 243-4957 8. E-MAIL ADDRESS wts@seadiversified.com C. PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors) (Check) 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT PR I M E J- V PA R T N E R SU B C O N - TR A C T O R a. Sea Diversified, Inc. 151 NW 1st Avenue Delray Beach, FL 33444 Coastal and Hydrographic Surveying Services CHECK IF BRANCH OFFICE b. CHECK IF BRANCH OFFICE c. CHECK IF BRANCH OFFICE d. CHECK IF BRANCH OFFICE e. CHECK IF BRANCH OFFICE D. ORGANIZATIONAL CHART OF PROPOSED TEAM (Attached) AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 8/2016) 169 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME Ron W. Ball 13. ROLE IN THIS CONTRACT Coastal & Hydrographic Survey Manager 14. YEARS EXPERIENCE a. TOTAL 29 b. WITH CURRENT FIRM 14 15. FIRM NAME AND LOCATION (City and State) Sea Diversified, Inc. (Delray Beach, Florida) 16. EDUCATION (DEGREE AND SPECIALIZATION) University of Puerto Rico, CAD & Survey Related Courses 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Mr. Ball has over 29-years of surveying experience throughout the State of Florida, U.S. Virgin Islands, Caribbean, and various regions of South America. He offers extensive expertise in all aspects of coastal and hydrographic surveying including; single and multi-beam bathymetric surveys, remote-sensing investigations (side scan sonar, magnetometers, and sub-bottom), submerged utility location surveys, and beach profile surveys for numerous agencies such as the U.S. Army Corps of Engineers, Florida Department of Transportation (FDOT), Palm Beach County, Martin County, Miami-Dade County, and many other municipalities and private concerns. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) Deerfield Beach Pre- & Post-Storm Matthew – 2016 Beach Profile Surveys, City of Deerfield Beach, Broward County, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2016 CONSTRUCTION (If Applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Survey Manager responsible for: ~Pre-storm and a post-storm Hurricane Matthew onshore (wading depth) profile survey along Deerfield Beach in Broward County extending from FDEP Range Monument R-4 to R-9, including intermediate profiles at R-4.5, R-5.5, R-6+200, R-6+400, R-6+532, R-6+665, R-6+800, R-6+932, R-7.5, and R-8.5, for a total of sixteen (16) profiles. ~Conducted with Humiston & Moore Engineers for the City of Deerfield Beach. b. (1) TITLE AND LOCATION (City and State) US Army Corps of Engineers (USACE) Hurricane Sandy O & M Supplemental ICWW Dredging 10-Foot Project Vicinity of Bakers Haulover Inlet & 11-Foot Project Vicinity of Jupiter Inlet, Miami-Dade County & Palm Beach County, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (If Applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Survey Manager responsible for: Pre- and post-dredge hydrographic (bathymetric) surveys of the Intracoastal Waterway (ICWW) in the vicinity of Bakers Haulover Inlet in Miami-Dade County and Jupiter Inlet in Palm Beach County, FL. Performed pre- and post-construction onshore and nearshore beach profile surveys of the fill-area with volumetric calculations, cross-sections and contour preparation. ~Conducted with Southwind Construction for USACE, Jacksonville District c. (1) TITLE AND LOCATION (City and State) Post-Storm Sandy - Onshore / Offshore Beach Profiles City of Fort Lauderdale Beach, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2012 CONSTRUCTION (If Applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Survey Manager responsible for: ~Post-storm Sandy beach profile survey extending from 250-feet north of FDEP Range Monument R-64 (NE 20th Street) to 250-feet south of R-76 (Las Olas Boulevard) in Fort Lauderdale, Florida, encompassing approximate 12,500-feet of coastal shoreline ~Beach profiles performed at intervals of 200-feet (including data collection at historical FDEP Monuments) extending upland to the FDEP monument, approximately 150 feet landward of the vegetation line, or to the limits of SR A1A (whichever was most landward) and extended seaward 3000-feet from the approximate shoreline ~Conducted with URS for City of Ft Lauderdale under Continuous Services Contract for Coastal Engineering d. (1) TITLE AND LOCATION (City and State) Submerged Cultural Resource Remote-Sensing Survey of Ocean Ridge Potential Borrow Sites, Palm Beach County, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2011 CONSTRUCTION (If Applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Survey Manager responsible for: ~Cultural resources investigation of two (2) potential borrow sites utilizing underwater remote sensing surveys combined with bathymetric data collection to identify and map submerged features of potential prehistoric or historic significance. ~First phase of the field survey efforts included bathymetric, magnetometer, side scan sonar and sub-bottom profiler data collection. ~Second phase of the field investigation included diver groundtruthing to classify objects or anomalies of unknown characteristics that were detected from the remote sensing operations. ~Conducted with Olsen & Associates, Inc. for Palm Beach County DERM under Continuous Services Contract for Coastal & Marine Engineering Services AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (8/2016) PAGE 170 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME William T. Sadler, Jr, PE, PSM 13. ROLE IN THIS CONTRACT Coastal and Hydrographic Surveyor 14. YEARS EXPERIENCE a. TOTAL 34 b. WITH CURRENT FIRM 14 15. FIRM NAME AND LOCATION (City and State) Sea Diversified, Inc. (Delray Beach, Florida) 16. EDUCATION (DEGREE AND SPECIALIZATION) Florida Atlantic University B.S.: Ocean Engineering 1984 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Professional Surveyor, Florida – 1998 (#LS5859) Professional Engineer, Florida – 1989 (#41184) Building Contractor, Florida - 1987 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Professional Affiliations: American Society of Civil Engineers, Florida Surveyors & Mappers Society, Florida Shores & Beaches Preservation Association 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) City of Sunny Isles Beach 5-Year Annual Coastal Monitoring and Emergency Post-Storm Surveys, City of Sunny Isles Beach, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2016 - 2017 CONSTRUCTION (If Applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager responsible for: ~Annual beach profile surveys (topographic and hydrographic) to monitor coastal erosion or accretion with specific attention to the beach area adjacent to the Newport Pier ~Pre- and post-storm (Hurricane Matthew) nearshore surveys with assistance on FEMA funding applications ~Conducted for the City of Sunny Isles Beach (Ms. Kathryn Matos) b. (1) TITLE AND LOCATION (City and State) Annual and Post-Storm Town-wide Coastal Monitoring Program, Topographic & Hydrographic Offshore Beach Profiles & Hardbottom Mapping Survey of Mid-Town Project Area, Town of Palm Beach, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2010 - 2018 CONSTRUCTION (If Applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager responsible for: ~Annual beach (topographic) and nearshore (hydrographic) profiles along Florida Department of Environmental Protection (FDEP) profiles R-73 through R135, for a total of sixty-seven (67) profiles ~Side scan sonar survey to map the horizontal extent of exposed hardbottom within the limits of the project area overlaying digital mosaics on the bathymetric contour charts ~Sub-bottom investigation to map the elevation of subsurface rock between the limits of exposed rock determined in the side scan sonar survey and bathymetry from Countywide surveys ~Divers, equipped with steel probes and hydraulic jetting equipment, provided groundtruthing operations by penetrating the sand to check elevations of rock as determined from the sub-bottom profile survey ~Post-Storm onshore/offshore beach profile events ~Conducted with Applied Technology & Management, Inc. (ATM) for Town of Palm Beach (Rob Weber) under Continuous Services Contract for Coastal Engineering Services c. (1) TITLE AND LOCATION (City and State) Palm Beach County Annual Countywide & Post-Storm Physical Beach Monitoring Surveys, Ebb Shoal Surveys & South Lake Worth Inlet Sand Trap, Palm Beach County, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2010 - 2016 CONSTRUCTION (If Applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager responsible for: ~Onshore (topographic) and offshore (hydrographic) beach profile data collection at Florida Department of Environmental Protection (FDEP) profile control points throughout Palm Beach County. ~Bathymetric surveys of the Jupiter and South Lake Worth ebb shoals and the South Lake Worth Inlet sand trap. ~Beach profile data were collected in accordance with the Bureau of Beaches and Coastal Systems (BBCS) Monitoring Standards for Beach Erosion Control Projects prepared by the Department of Environmental Protection (FDEP). ~Conducted with Applied Technology & Management for Palm Beach County DERM under Continuous Services Contract for Coastal & Marine Engineering Services d. (1) TITLE AND LOCATION (City and State) Singer Island Erosion Control Project; Sub-bottom, Wave and Current Collection for Hydraulic Model; Palm Beach County, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2010 CONSTRUCTION (If Applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager responsible for: ~Collection of directional wave, tide and current data ~Monitoring of gauges under two separate one month events, winter and summer months ~Offshore bathymetric beach profiles including thirty-five (35) shore perpendicular transects ~Jet probe investigation to map hardbottom elevations ~Sub-bottom profile survey along a portion of the nearshore coastline to check for variations in hardbottom elevations between the shore perpendicular transects ~Prepared Sovereign Submerged Lands Easement documents pursuant to the requirements of FDEP ~Conducted with Humiston & Moore Engineers for Palm Beach County DERM under Continuous Services Contract for Coastal & Marine Engineering Services AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (8/2016) PAGE 171 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Professional Marine Engineering Consulting Services Continuing Contract City of Daytona Beach, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2006 - 2012 N/A 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER City of Daytona Beach Public Works Department, Engineering Division Mr. Jim Nelson, Jr., P.E. (386) 671-8613 NelsonJ@CODB.US 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Key Project Services Submerged Land Lease Applications Legal Description Preparation Bathymetric surveys Topographic surveys Chart preparation Key Personnel William T. Sadler, Jr, PE, PSM Ron W. Ball 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE Sea Diversified, Inc. Delray Beach, Florida Prime Contractor AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (8/2016) PAGE Project Description: City of Daytona Beach’s Marina (Halifax Harbor Marina) North Basin Submerged Land Lease & Legal Descriptions locating the features and improvements as required in the submerged land lease easement survey requirements SLER 0950, including features such as roadways, drives, visible utilities (water valves, sewer manholes, power poles, cable risers and overhead power lines), trees, ditches, culverts, waterways, rip-rap and changes in material. As-built / general condition survey of ocean pier (Daytona Beach Main Street Pier) for design and permitting of future renovations including a restaurant, elevator, and removal of sky-rides Support of design and permitting for the Riverfront Park elevated boardwalk and pedestrian underpass from Riverfront Park, under the US Highway 92/International Speedway Boulevard (ISB) Bridge, to City Island, including locating shorelines, piles and bents of US92 Bridge, seagrass investigations and sediment probes Design, pre- and post-dredge hydrographic (bathymetric) surveys of Halifax Harbor Marina - South Basin & Entrance Channel / 2006 & 2011 dredging events Hydrographic surveys of entrance channel from Intracoastal Waterway to City Marina All task orders were completed on time and within budget 172 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Annual Countywide & Post-Storm Physical Beach Monitoring Surveys, Jupiter and South Lake Worth Inlet Ebb Shoal & Flood Shoal at Peanut Island Surveys, Palm Beach County, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2010 - 2016 N/A 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Palm Beach County DERM (subcontracted via Applied Technology & Management) Mr. Reubin Bishop (PBC ERM) (561) 233-2519 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Project Description: Onshore and offshore beach profile data collection at Florida Department of Environmental Protection (FDEP) profile control points throughout Palm Beach County for shore protection/erosion control initiatives, erosion control feasibility analysis, and maintenance of inlets and sand traps Bathymetric surveys of the Jupiter and South Lake Worth ebb shoals, South Lake Worth Inlet sand trap, and Peanut Island Flood Shoal Beach profile data were collected in accordance with the Bureau of Beaches and Coastal Systems (BBCS) Monitoring Standards for Beach Erosion Control Projects prepared by the Department of Environmental Protection (FDEP) During the course of field data collection, digital photographs taken at approximate mid-beach along each profile line, capturing monument, shore-parallel north and south of the profile and one towards the monument location. On-call emergency post-storm beach profile monitoring surveys of impacted areas Conducted with Applied Technology & Management for Palm Beach County Department of Environmental Resources Management (DERM) Key Project Services Hydrographic Offshore Beach Profile Survey Topographic Onshore Beach Profile Surveys GPS Control Surveys Key Personnel William T. Sadler, Jr, PSM, PE Ron W. Ball Michael P. Donovan, Jr 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE Sea Diversified, Inc. Delray Beach, Florida Sub-Consultant (SBE) 173 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER # 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Siesta Key Potential Borrow Sites, Sand Search Investigation / Supplemental Cultural Resources Investigation, Sarasota County, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2013 - 2015 N/A 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Sarasota County Sub-contracted through Humiston & Moore Engineers, Inc. Mr. Brett Moore, PE (239) 594-2021 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Key Project Services Offshore Single-beam Bathymetric Survey Side Scan Sonar Investigation Magnetometer Investigations Sub-bottom Profiling Diver-Assisted Investigations Key Personnel William T. Sadler, Jr, PSM, PE Ron W. Ball 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE Sea Diversified, Inc. Delray Beach, Florida Sub-Contractor AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 8/2016) PAGE Project Description: Sand source investigation of potential borrow sites off the coast of Siesta Key in Sarasota County, Florida , encompassing three (3) areas, each approximately 0.5 miles in width by 1.5 miles in length with an estimated water depth of 30–40 feet Field survey efforts include bathymetric, magnetometer, side scan sonar and sub-bottom (seismic) profiling in the first three areas selected for evaluation Subbottom profiling will allow for a determination of potential sand strata and allow for areas to be identified for further investigation Diver-assisted jet probes conducted to evaluate potential sand deposits for further investigation as borrow sources, including potential depths for Vibra-core sediment sampling Conducted with Humiston & Moore Engineers for Sarasota County 174 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Annual Countywide & Post-Storm Physical Coastal Monitoring Program & Hardbottom Mapping Survey of Mid-Town Project Area, Town of Palm Beach, Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2010 – 2018 N/A 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Town of Palm Beach (subcontracted via Applied Technology & Management) Mr. Rob Weber Coastal Coordinator - Town of Palm Beach (561) 838-5440 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Project Description: Physical monitoring of the Town of Palm Beach providing the necessary information to plan, design, and monitor the beach conditions annually from 2010 through present day (2018) Topographic (onshore) and hydrographic (offshore) beach profiles along Florida Department of Environmental Protection (FDEP) profiles R-73 through R135, for a total of sixty-seven (67) profiles Remote sensing of Mid-Town Area (R90 to R102), including side scan sonar survey to map the horizontal extent of exposed hardbottom within the limits of the project area overlaying digital mosaics on the bathymetric contour charts Sub-bottom investigation to map the elevation of subsurface rock between the limits of exposed rock determined in the side scan sonar survey and bathymetry from Countywide surveys Divers, equipped with steel probes & hydraulic jetting equipment, provided groundtruthing operations by penetrating the sand to check elevations of rock as determined from the sub-bottom profile survey Emergency post-storm onshore/offshore beach profile events Key Project Services Topographic Onshore Beach Profile Surveys Hydrographic Offshore Beach Profile Surveys Sub-bottom Profile Survey Side Scan Sonar Survey Diver-assisted Investigations Key Personnel William T. Sadler, Jr, PSM, PE Ron W. Ball 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE Sea Diversified, Inc. Delray Beach, Florida Sub-Consultant (SBE) 175 H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS AS NEEDED. AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 8/2016) Firm Overview Sea Diversified, Inc. (SDI) is a privately owned and operated multi-disciplinary surveying and mapping firm, specializing in coastal and offshore projects, with fully-staffed and established offices in Delray Beach (Palm Beach County) and Melbourne (Brevard County). SDI was founded by William T. Sadler Jr., P.E., P.S.M., a long-time resident of Florida and graduate of Florida Atlantic University with a B.S. Degree in Ocean Engineering. SDI is a Small Business Enterprise, certified in the field of surveying and mapping by recognized government agencies such as FDOT, South Florida Water Management District, and Palm Beach County. Mr. Sadler maintains an active state license in surveying and mapping and, to fulfill his desire for diversity, holds an active state license as a professional engineer and a building contractor. SDI was originally organized in 2004 to provide surveying and mapping services with a corporate objective to remain small and specialized yet diversified in order to best fulfill the needs of the industry. Coastal surveying and mapping is SDI’s specialty and their firm has supported numerous municipalities, counties, government agencies, coastal engineers and other private concerns with such services covering hundreds of miles of coastline within the State of Florida, other areas of the United States, the Caribbean and many foreign regions. Representative clients have included the U.S. Army Corps of Engineers (USACE), Florida Department of Environmental Protection (FDEP), Palm Beach County Department of Environmental Resources Management (PBCDERM), Miami- Dade County Department of Environmental Resources Management (M-DDERM) and Collier County Coastal Zone Management. Although SDI offers a wide range of surveying and mapping services, the firm specializes in coastal and oceanographic data collection and mapping. SDI has conducted numerous beach and nearshore profile surveys throughout the State of Florida and has a complete understanding of State survey criteria including the Monitoring Standards for Beach Erosion Control Projects developed by the FDEP Bureau of Beaches and Coastal Systems (BBCS). Additionally, SDI has experience with sand search programs encompassing bathymetric data collection combined with side scan sonar surveys for identification and mapping of exposed natural and manmade features on the seafloor; sub-bottom profile surveys for assessment and quantification of sand resources; magnetometer investigations for detection and mapping of buried features of ferrous composition including items that may be of cultural significance; and diver investigations for groundtruthing the results of the remote sensing operations. SDI’s field data collection protocol, data processing procedures, as well as final charts, GIS integration and electronic deliverables will meet or exceed the requirements of the City of Sunny Isles Beach. SDI is unique to the industry in that the firm specializes in surveys on land and in water including operations in some of the most remote and difficult terrain in central and south Florida. SDI field crews are equipped and trained to work in areas where most firms are not willing or capable. Calvin, Giordano & Associates and the City of Sunny Isles Beach will benefit from having SDI onboard with the understanding that the firm possesses the experience, versatility, local knowledge, and ability to perform survey work within the most challenging areas of the City. SDI has a dedicated staff of in-house personnel trained to utilize MicroStation, AutoCAD and various other software utilized in the creation, manipulation, and publication of many types of GIS mapping projects including aerial photography, side scan sonar mosaics, and three dimensional graphical representations of topography and bathymetry. SDI has experience in building, populating and delivering personal, file and multi-user geodatabases that conform to the Spatial Data Standards for facilities, infrastructure and the Environment (SDSFIE) used by the Department of Defense. CADD work is compliant with the Architectural Engineering CADD (AEC) Standards. SDI has 176 H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS AS NEEDED. AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 8/2016) generated GIS products related to coastal flood zones, coastal monitoring programs, post-storm high water surveys, inland waterway and deep-sea cable route investigations, and the monitoring and maintenance of the Intracoastal Waterway from Jacksonville to Miami. SDI maintains a complete inventory of only the latest in technology for surveying and mapping, including a fleet of survey launches and land-based vehicles for access and operations in essentially any environment. All survey equipment is owned and maintained by the firm and is continuously updated in both hardware and software to stay on top of industry standards. SDI field employees are trained in the correct operation of equipment and are required to attend classes and other educational seminars to ensure quality of data collection and processing. Data processing, CADD technicians and GIS analysts are equally equipped with only the latest in computer technology, including software and plotters, to produce maps and other required deliverables efficiently and to the greatest level of quality. All survey operations are conducted under the responsibility of a Professional Surveyor and Mapper registered in the State of Florida. REPRESENTATIVE PROJECTS Annual Countywide & Post-Storm Physical Beach Monitoring Surveys, Ebb Shoal Surveys & South Lake Worth Inlet Sand Trap, Palm Beach County – Conducted with Applied Technology & Management (ATM) for Palm Beach County Environmental Resources Management, 2010 through 2016, SDI provided onshore and offshore beach profile data collection at Florida Department of Environmental Protection (FDEP) profile control points throughout Palm Beach County and bathymetric surveys of the Jupiter and South Lake Worth ebb shoals and the South Lake Worth Inlet sand trap. Beach profile data were collected in accordance with the Bureau of Beaches and Coastal Systems (BBCS) Monitoring Standards for Beach Erosion Control Projects prepared by the Department of Environmental Protection (FDEP). During the course of field data collection, digital photographs were taken at approximate mid-beach along each profile line, capturing monument, shore-parallel north and south of the profile and one towards the monument location. SDI also provided emergency post-storm beach profile monitoring surveys of impacted areas. Town of Palm Beach Annual Physical Coastal Monitoring Program – Since 2010 through present day (2018), SDI has performed physical monitoring surveys along the Town of Palm Beach coastline, providing the necessary information for ATM and the Town of Palm Beach to plan, design, and monitor the beach conditions. Topographic (onshore) and hydrographic (offshore) beach profiles are conducted annually along Florida Department of Environmental Protection (FDEP) profiles R-73 through R135, for a total of sixty-seven (67) profiles. Post-storm events are conducted in areas of concern upon request. Sand Search Investigation at Jupiter Borrow Area and Artificial Reef Site – In 2015, SDI performed an extensive sand search investigation with Olsen Associates, SEA (geological analysis), Sonographics (remote sensing), and Tidewater Atlantic Research (cultural resources) for Palm Beach County ERM. The Jupiter sand search project encompassed approximately 100 line miles of data collection based on east-west transects spaced at intervals of 100-feet, with an additional 10 line miles of data collection along several north-south transects. The proposed artificial reef site, situated between R-44 and R-48, encompassed 22 lines miles of data collection. 177 H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS AS NEEDED. AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 8/2016) Sub-Bottom Profile Investigation at South Palm Beach County / Manalapan, Palm Beach County – In 2014, SDI conducted a sub-bottom profile investigation extending from R-134 to R-139 along the nearshore area of south Palm Beach County / Manalapan. The objective of the investigation was to map the vertical extent of sand overlying hardbottom as required to assist in the design of a proposed artificial reef. The survey shall was conducted using an Edgetech Sub-Bottom Profile system operating at low frequency range (2-16 kHz) to maximize penetration into the surface sediments, followed by diver groundtruthing. The project was conducted concurrent with the 2014 physical beach monitoring survey with ATM for Palm Beach County. Hardbottom Mapping Survey, Mid-Town Project Area (R-90 – R-102), Town of Palm Beach – In 2011, SDI provided a side scan sonar survey to map the horizontal extent of exposed hardbottom within the limits of the project area overlaying digital mosaics on the bathymetric contour charts and a sub-bottom investigation to map the elevation of subsurface rock between the limits of exposed rock determined in the side scan sonar survey and bathymetry from countywide surveys. Divers, equipped with steel probes and hydraulic jetting equipment, provided ground-truthing operations by penetrating the sand to check elevations of rock as determined from the sub-bottom profile survey. The project was completed on time and within budget. Siesta Key Potential Borrow Sites, Sand Search Investigation / Supplemental Cultural Resources Investigation, Sarasota County, Florida – SDI conducted a sand source investigation of potential borrow sites off the coast of Siesta Key in Sarasota County, Florida, encompassing 3 areas, each approximately 0.5 miles in width by 1.5 miles in length with an approximate water depth of 30–40 feet. Field survey efforts included bathymetric surveys, magnetometer and side scan sonar investigations, and sub-bottom (seismic) profiling in the areas selected for evaluation. Sub- bottom profiling allowed for a determination of potential sand strata and allow for areas to be identified for further investigation. Diver-assisted jet probes were conducted to evaluate potential sand deposits for further investigation as borrow sources, including potential depths for Vibra-core sediment sampling. Project was conducted between 2013 and 2015 with Humiston & Moore Engineers for Sarasota County. I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. 31. SIGNATURE 32. DATE March 12, 2018 33. NAME AND TITLE William T Sadler, Jr, PE, PSM - President 178 179 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services FINANCIAL STATEMENTS 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services LICENSES AND CERTIFICATIONS 199 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services State of Florida Department of State I certify from the records of this office that CALVIN, GIORDANO & ASSOCIATES, INC.is a corporation organized under the laws of the State of Florida,filed on June 27, 1985. The document number of this corporation is M17373. 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: CC7752276398 To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication 200 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services Florida Department of Transportation RICK SCOTT GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 MIKE DEW SECRETARY www.fdot.gov August 28, 2017 Dennis J. Giordano, President CALVIN, GIORDANO & ASSOCIATES, INC. 1800 Eller Drive, Suite 600 Ft. Lauderdale, Florida 33316 Dear Mr. Giordano: The Florida Department of Transportation has reviewed your application for qualification package and determined that the data submitted is adequate to technically qualify your firm for the following types of work: Group 3 - Highway Design -Roadway 3.1 - Minor Highway Design 3.2 - Major Highway Design Group 6 - Traffic Engineering and Operations Studies 6.1 - Traffic Engineering Studies 6.2 - Traffic Signal Timing Group 7 - Traffic Operations Design 7.1 - Signing, Pavement Marking and Channelization 7.2 - Lighting 7.3 - Signalization Group 8 - Survey and Mapping 8.1 - Control Surveying 8.2 - Design, Right of Way & Construction Surveying 8.4 - Right of Way Mapping Group 10 - Construction Engineering Inspection 10.1 - Roadway Construction Engineering Inspection 10.3 - Construction Materials Inspection 10.4 - Minor Bridge & Miscellaneous Structures CEI 201 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Serviceswww.fdot.gov Group 13 - Planning 13.4 - Systems Planning 13.5 - Subarea/Corridor Planning 13.6 - Land Planning/Engineering Group 15 - Landscape Architect Your overhead audit has been accepted, enabling your firm to compete for Professional Services projects advertised at the unlimited level, with fee estimates of any amount. This status shall be valid until June 30, 2018 for contracting purposes. Overhead Rate Home/Branch Office 124.38% Field Office 89.12% Facilities Capital Cost of Money 0.110% Overtime Premium Excluded Direct Expense 4.60% (Home) 0.70%(Field)* *Rent and utilities excluded from field office rate. These costs will be directly reimbursed on contracts that require the consultant to provide field office. Should you have any questions, please feel free to contact me by email at carliayn.kell@dot.state.fl.us or by phone at 850-414-4597. Sincerely, Carliayn Kell Professional Services Qualification Administrator 202 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services 203 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services 204 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services 10215598-AP-BD+C CREDENTIAL ID 22 DEC 2009 ISSUED 20 DEC 2019 VALID THROUGH GREEN BUSINESS CERTIFICATION INC. CERTIFIES THAT Sandra LeeSandra Lee HAS ATTAINED THE DESIGNATION OF LEED APLEED AP®® Building Design + Building Design + ConstructionConstruction by demonstrating the knowledge and understanding of green building practices and principles needed to support the use of the LEED green building program. MAHESH RAMANUJAN PRESIDENT & CEO, U.S. GREEN BUILDING COUNCIL PRESIDENT & CEO, GREEN BUSINESS CERTIFICATION INC. 205 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services State of Florida Department of State I certify from the records of this office that HUMISTON & MOORE ENGINEERS, P.A.is a corporation organized under the laws of the State of Florida,filed on May 20, 1991. The document number of this corporation is S53630. 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 March 8, 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 Fourteenth day of March, 2018 Tracking Number: CU7564599679 To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication 206 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services 207 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services State of Florida Department of State I certify from the records of this office that GFA INTERNATIONAL, INC.is a corporation organized under the laws of the State of Florida,filed on October 20, 1998. The document number of this corporation is P98000089761. 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 12, 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 Twenty-third day of January, 2018 Tracking Number: CU9836115169 To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication 208 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services Florida Department of Transportation RICK SCOTT GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 MIKE DEW SECRETARY www.fdot.gov August 15, 2017 Frederick Kaub, President GFA INTERNATIONAL, INC. 1215 Wallace Drive Delray Beach, Florida 33444 Dear Mr.Kaub: The Florida Department of Transportation has reviewed your application for qualification package and determined that the data submitted is adequate to technically qualify your firm for the following types of work: Group 9 -Soil Exploration, Material Testing and Foundations 9.1 -Soil Exploration 9.2 -Geotechnical Classification Laboratory Testing 9.3 -Highway Materials Testing 9.4.1 -Standard Foundation Studies 9.5 -Geotechnical Specialty Laboratory Testing Group 10 -Construction Engineering Inspection 10.1 -Roadway Construction Engineering Inspection 10.3 -Construction Materials Inspection Your overhead audit has been accepted, enabling your firm to compete for Professional Services projects advertised at the unlimited level, with estimated fees of any dollar amount. This status shall be valid until June 30, 2018 for contracting purposes. Indirect Cost Home/Branch Office 188.33% Facilities Capital Cost of Money 0.676 Overtime Premium Reimbursed Direct Expense 30.67% (Home) Published Fee Schedule Yes Should you have any questions, please feel free to contact me by email at carliayn.kell@dot.state.fl.us or by phone at 850-414-4597. Sincerely, Carliayn Kell Professional Services Qualification Administrator 209 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services 210 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services State of Florida Department of State I certify from the records of this office that SYNALOVSKI ROMANIK SAYE, LLC is a limited liability company organized under the laws of the State of Florida,filed on June 25, 2009,effective June 25, 2009. The document number of this limited liability company is L09000062006. I further certify that said limited liability company has paid all fees due this office through December 31, 2017,that its most recent annual report was filed on January 6, 2017,and that its status is active. Given under my hand and the Great Seal of the State of Florida at Tallahassee,the Capital, this the Sixth day of January, 2017 Tracking Number: CC7901287893 To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication 211 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services 212 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services 213 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services 214 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services 215 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services 216 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services State of Florida Department of State I certify from the records of this office that SEA DIVERSIFIED, INC.is a corporation organized under the laws of the State of Florida,filed on March 19, 2004. The document number of this corporation is P04000049910. 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 19, 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 First day of March, 2018 Tracking Number: CU2188565415 To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication 217 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services Florida Department of Transportation RICK SCOTT GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 MIKE DEW SECRETARY www.fdot.gov November 14, 2017 William T. Sadler Jr., President SEA DIVERSIFIED, INC. 151 NW 1st Ave Delray Beach, Florida 33444 Dear Mr. Sadler: The Florida Department of Transportation has reviewed your application for qualification package and determined that the data submitted is adequate to technically qualify your firm for the following types of work: Group 8 -Survey and Mapping 8.2 -Design, Right of Way & Construction Surveying Your firm is now technically qualified to do work for the Department for minor projects only, enabling your firm to compete for Professional Services projects with fees estimated at below $500,000.00. This status shall be valid until November 14, 2018 for contracting purposes. Should you have any questions, please feel free to contact me by email at carliayn.kell@dot.state.fl.us or by phone at 850-414-4597. Sincerely, Carliayn Kell Professional Services Qualification Administrator 218 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services SSeeaa DDiivveerrssiiffiieedd,, IInncc.. 115511 NNWW 11sstt AAvveennuuee DDeellrraayy BBeeaacchh,, FFlloorriiddaa 3333444444 556611..224433..44992200 ((PPhhoonnee)) –– 556611..224433..44995577 ((FFaaccssiimmiillee)) wwwwww..sseeaaddiivveerrssiiffiieedd..ccoomm PPrrooffeessssiioonnaall LLiicceennsseess 219 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services State of Florida Department of State I certify from the records of this office that CSA OCEAN SCIENCES INC.is a corporation organized under the laws of the State of Florida,filed on November 4, 1998. The document number of this corporation is P98000093816. 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 24, 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 Twenty-fourth day of January, 2018 Tracking Number: CC5557351977 To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication 220 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services 1911 SW 16TH STREET FORT LAUDERDALE, FL 33312 Current Principal Place of Business: Current Mailing Address: 1314 NEPTUNE DRIVE, SUITE 5 BOYNTON BEACH, FL 33426 US Entity Name:PINNACLE ECOLOGICAL, INC. DOCUMENT# P15000072856 FEI Number: 47-5012926 Certificate of Status Desired: Name and Address of Current Registered Agent: FITZGERALD, PAUL 1314 NEPTUNE DRIVE, SUITE 5 BOYNTON BEACH, FL 33426 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 PAUL FITZGERALD FILED Apr 27, 2017 Secretary of State CC2212316966 PAUL FITZGERALD PRESIDENT 04/27/2017 2017 FLORIDA PROFIT CORPORATION ANNUAL REPORT No 04/27/2017 Title PD Name FITZGERALD, PAUL Address 1314 NEPTUNE DRIVE, SUITE 5 City-State-Zip:BOYNTON BEACH FL 33426 221 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services FIRM REFERENCES & SIMILAR WORK COMPLETED F 222 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services EXAMPLES OF SIMILAR WORKThe Calvin, Giordano & Associates (CGA) Project Team has over 375 years of combined experience providing similar services in the South Florida area - and is fully qualified to perform the services outlined in this RFQ. Examples of similar work performed by the team is outlined below. Additional project experience and ref- erences can be found in Section F of the SF330 form in-cluded in Tab E. Per Addendum 3 of the RFQ, samples of similar projects for the project team (not including similar private projects or projects completed under a sub-consulting agreement) are provided below, a copy of their associated contracts are included in the elec-tronic version of our submittal enclosed. Town of Surfside Seawall Replacement Calvin, Giordano & Associates, Inc. assisted the Town of Surfside by providing a series of professional services in the replacement of ten municipally owned seawalls. CGA staff began by performing an assessment of the Town’s seawalls, ultimately recommending their replacement due to severe degradation. A solution for replacing the seawalls was engineered to maximize the serviceable life of the proposed seawalls. A benthic analysis was conducted on the seawalls and immediate submerged lands as part of the permit application process. Permits were obtained from FDEP, USCOE and DRER (formerly DERM). Funding to replace the seawalls was solicited and the project was awarded a $494,000 grant from the Florida Inland Navigation District (FIND). After obtaining the grant, CGA staff helped to administer and maintain it throughout the duration of the project.CGA provided construction management services through the preparation of contract documents, utility coordination, and inspections. The project has been awarded and began construction in March 2015. Location: 9293 Harding Avenue, Surfside, FL 33154 Reference - Town of Surfside Contact: Randy Stokes, Public Works Director(305) 861-4863rstokes@townofsurfsidefl.gov Dates: 08/28/12 – 10/1/2017 Proposed Team Member's Experience Calvin, Giordano & Associates, Inc. Chris Giordano, MSC, CCM Curt Keyser, PE Bob McSweeney, PE Steve Watts, PSMSandra Lee, AICP CEP, LEED AP BD+C, CFM Construction Cost$1.8M Firm's Fees$120,000 Project Highlights:• Seawall Condition Assessment• Seawall Replacement Design• Permitting • Grant Writing/Procurement• Contract Document Preparation• Construction Engineering• Value Engineering 223 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services City of Oakland Park Lloyd Estates Residential and Industrial ImprovementsThe Lloyd Estates residential neighborhood is a 17.3 acres area that is bordered on the north by Prospect Road, on the south by Oakland Park Boulevard, on the west by Interstate I-95, and on the east by Andrews Avenue in the City of Oakland Park, Florida. The area has a history of flooding problems due to undersized and/or damaged underground storm drainage collection systems and poorly graded and silted in swales. The existing area experiences frequent flood conditions even at low intensity rain events due to limited discharge capacity and high tail water conditions downstream of the Sleepy River.In order to increase the flood protection Level of Service (LOS) for the area, the Expanded Lloyd Estates Residential and Industrial Improvements (LERIX) project was designed to provide drainage system improvements including swale reconstruction, drainage collection system expansion, exfiltration trenches, bio-swale with a tidal wetland landscape typology, and an emergency pump station with flood gates on the Sleepy River. The proposed drainage system improvements will be able to mitigate a considerable amount of damage caused by storm events by providing additional water quality treatment and storage volume, thereby reducing the durations of flood conditions. The proposed emergency flood gates and pump station will allow the City to aid in preventing the backflow of water from the SFWMD C-13 canal into the Lloyd Estates area and to facilitate the lowering of the Sleepy River flood stages upstream of the structure so that the existing and proposed drainage system improvements will function optimally.The project received a $5,432,550 grant from FEMA under the Hazard Mitigation Grant Program as a result of Hurricane Wilma. CGA assisted the City with identifying the funding opportunity and with successfully completing the application process. Reference - City of Oakland Park Contact: Albert Carbon, III, Director of Public Works (954) 630-4404AlbertC@Oaklandparkfl.gov Dates: 2013-2017 Proposed Team Member's Experience Calvin, Giordano & Associates, Inc. Chris Giordano, MSC, CCMBob McSweeney, PENicholas Kanelidis, PESteve Watts, PSMSandra Lee, AICP CEP, LEED AP BD+C, CFM Construction Cost$7.8M Firm's Fees$960,873 Project Highlights:• Surveying• Instrumentation Engineering• Environmental Monitoring• Construction Services 224 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services City of Fort Lauderdale George English Boat Ramp Calvin, Giordano & Associates, Inc. was recently selected by the City of Fort Lauderdale to provide design development services, permitting, bid services, and construction management services for the George English Park project. The Park contains a basin connected to the Intracoastal Waterway, and the park contains two aging public boat ramps. The park falls immediately north of Sunrise Boulevard and the ramps were originally designed to serve smaller watercrafts based on the height restrictions of the Sunrise Boulevard Bridge. The ramps are constructed of articulated concrete tiles that continually dislodge and create pot holes, and the associated fixed docks are narrow and inundated at extreme tides. Due to their condition, ramp reconstruction is needed; and due to recent construction that replaced and elevated the Sunrise Boulevard Bridge the City anticipates not only increased use of the ramps but with larger vessels. CGA has provided a design plan to resolve ADA compliance issues, demolish and replace the ramps to accommodate larger vessels and provide floating docks on each side of the ramps that are longer than the previous fixed docks. An additional floating dock is also proposed to be added to an existing docking facility on the northern side of the basin to accommodate other park recreational activities.CGA is working in cooperation with the officials of the City in administering the design and construction of this project and is responsible for the preparation of all design and construction documents and all required permit processing. Design services began in September of 2016, with the completion of the project anticipated by September 2017. Reference - City of Fort Lauderdale Contact: Dane Edselle(954) 828-6885desdelle@fortlauderdale.gov Dates: 2016-current Proposed Team Member's Experience Calvin, Giordano & Associates, Inc. Bob McSweeney, PENicholas Kanelidis, PESteve Watts, PSMSandra Lee, AICP CEP, LEED AP BD+C, CFMMike OreficeKatherine Kupsky Firm's Fees$115,140 Project Highlights:• Civil Engineering• Surveying• Construction Administration• Environmental Permitting 225 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services Honeymoon Island Beach Restoration Project-Phase IIHoneymoon Island Beach Restoration Project – Phase II, completed in 2015, involved designing an expanded erosion control project north of the T-groin designed, permitted, and constructed under Phase I in 2007/8 to protect the failing north parking lot and access. Phase II services included securing a reliable sand source for enhanced recreational use and improved storm protection bordering the park facilities north of Phase I. The borrow area for beach fill was designed to re-align the flow of Hurricane Pass to reduce persistent erosion and shoaling challenges throughout the inlet and realign the navigation channel away from the highly used recreational beach. This project is a cooperative effort of the Florida Department of Environmental Protection and Pinellas County, through Humiston & Moore Engineers. As part of the design for the second phase, the Park Service realigned the parking lot to allow for a landward retreat and conversion of approximately an acre of parking surface to be converted as part of the beach and dune system. This second phase consisted of 3 T-groins and approximately 163,000 cubic yards of sand fill from an expanded borrow area used for Phase I. Weekly meetings benefited the construction progress. The project has received state funding and is being monitored. The project performed very well in protection upland infrastructure during the 2016 and 2017 hurricane seasons and has established a sustainable beach in an area experiencing chronic erosion since 1982.H&M remains involved at the park consulting on coastal design and permitting issues related to upland improvements. H&M has also provided design and permitting for seawall replacement at the Caladesi Island State Park marina. That project has been permitted and is being completed in phases which began in April 2017. Reference - Florida DEP Parks & Pinellas County Contact: Marshall Flake (850) 245-3170marshall.flake@dep.state.fl.us Dates: 2004- Present Proposed Team Member's Experience Humiston & Moore Engineers, PABrett Moore, PE Mohamed Dabees, PhD, PE Steve FogeMarc Damon, PE Project Highlights:• Hydrographic Mapping • Alternatives Analysis • Design & Permitting • Beach Nourishment• Erosion Control Analysis 226 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services USACE Beach Erosion Control & Hurricane Protection The project consisted of the renourishment of approximately 2.4-miles of shoreline of the Sunny Isles Beach located in Dade County. Two critically eroded areas of shoreline were renourished with approximately 140,000 cubic yards of beach-quality sand. Completed in 2018.GFA provided pre and post-construction structural survey services, which consisted of performing visual inspections and video documentations of nearby building exteriors, exterior stucco, glazing, walkways/breezeways, and general structural conditions. GFA developed a vibration control plan, monitored ground vibrations with remote seismograph systems, provided a vibration control specialist and vibration technicians, and submitted biweekly reports to the QC Manager. GFA performed quality control testing and management which consisted of laboratory testing services (sieve analysis, material finer than 200, carbonate testing, Munsell soil color, and free shell content). Reference - Eastman Aggregate Enterprises, LLC Contact: Sean Kemnuir(561) 969-7147 Dates: 2017-2018 Proposed Team Member's Experience GFA International, Inc. Carlos Mercado, PE Frederick Kaub, PGEstela Leon Aguilar, PE Luke Berry Project Highlights:• Geotechnical Engineering • Pre-Construction Structural Survey• Quality Control Plan • Contract Quality Control Testing 227 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services Benthic Assessment and Coral Relocation On behalf of the United States Coast Guard (USCG) Civil Engineering Unit (CEU) Sector Miami, Pinnacle Ecological, Inc. (Pinnacle) conducted coral salvage activities at the USCG Station Lake Worth Inlet. The coral removal activities were associated with the Floating Dock Replacement Project (Project) at the USCG Station Lake Worth Inlet located in Riviera Beach, Palm Beach County, Florida (Project No.: 8934870). A benthic survey of the Project area conducted in August 2016 identified potential corals for removal and/or relocation (Coastal Systems International, Inc. (CSI), 2016). The purpose of the coral salvage activities was to avoid and minimize potential environmental impacts that could occur as a result of Project construction or construction related activities. Pinnacle scientists coordinated with the Florida Fish and Wildlife Conservation Commission (FWC) to obtain a Special Activities License (SAL) to conduct the coral removal/salvage activities. In November 2017 a team of Pinnacle’s coral scientists successfully removed coral colonies for donation to the Phillip and Patricia Frost Museum of Science (Museum) where the corals will be used for education and exhibition purposes. All coral salvage activities were coordinated with FWC, National Marine Fisheries Service (NMFS), the Museum, USCG CEU Sector Miami, and USCG Station Lake Worth Inlet. Underwater visibility in the Project area during the coral removal activities was extremely low, typically less than five (5) feet (1.5 meters). Low visibility made it challenging to locate the corals targeted for removal. Additional difficulties arose when trying to locate the coral colonies targeted for removal due to discrepancies in mapping and species identifications between the Field Observation Report (CSI 2016) and in situ conditions observed by Pinnacle scientists. For example, the submerged car tire noted at 39 meters (128.0 feet) along Transect 1 during the benthic assessment survey (CSI, 2016), was found approximately 5 to 8 meters (16.4 to 26.2 feet) north of Transect 1 at the 45-meter (147.6-foot) mark. Additionally, the CSI Field Observation Report stated that there were four (4) S. bournoni colonies on the tire and two (2) Phyllangia americana (hidden cup coral) polyps. Pinnacle scientists only observed one (1) S. bournoni colony; the remaining colonies on the car tire that had been previously identified as S.bournoni were correctly identified as S. radians by Pinnacle divers. Pinnacle scientists also noted the occurrence of five (5) P. americana (hidden cup coral) colonies on the tire. The additional P. americana colonies observed during the coral removal activities may have been new recruits. Furthermore, the coral colony located in between two submerged pilings along Transect 6 that was previously identified as S. radians (CSI, 2016), was determined to be a S. bournoni by Pinnacle scientists. Corals targeted for removal were observed in water depths from 4 to 10 feet (1.2 to 3.0 meters). The S. radians colonies removed ranged in size from 7.8 centimeters (3.1 inches) to 14.0 centimeters (5.5 inches) in maximum diameter. The S. bournoni colonies ranged from 23.0 centimeters (9.1 inches) to 30.0 (11.8) centimeters in maximum diameter. Removed corals were generally healthy, although all colonies had their polyps extended before and after removal. The S. radians colonies only had 90% live tissue due to the presence of algal tufts. Some of the coral colonies identified for removal were growing over the 90° edge of submerged concrete pilings and other debris (i.e. submerged tire) scattered throughout the Project area. Coral growth occurring around tight angles increases the difficulty for removing the colonies in one piece. Pinnacle scientists exercised a great deal of care during the removal process in order to keep the colonies as intact as possible and to prevent coral damage. The coral colonies removed were then transferred to a representative from the Frost Museum for transport back to the Museum, where they will be permanently housed for education and exhibition purposes. Reference - United States Coast Guard Contact: Marvin Bethel(305) 278-6718 Dates: 2017 Proposed Team Member's Experience Pinnacle Ecological, Inc. Paul FitzgeraldRandi ShiplettMauricio Lopez Project Highlights:• Environmental Monitoring• Coral Removal/Relocation 228 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services Bayview Seawall Lakdas/Yohalem Engineering was contracted by the City of Fort Lauderdale to conduct Structural Site Condition Surveying, Structural Analysis, Design, Special Inspection Services and serve as the Marine Engineer of Record for a renovation upgrade for the seawall located east of Bayview Drive between NE 60th Street and NE 59th Street.The existing seawall was falling in two locations and is bulging towards the canal, and poses damage to upland structures such as outfall pipe and other utility infrastructure. Reference - City of Fort Lauderdale Contact: Dane Esdelle(954) 828-6885desdelle@fortlauderdale.gov Dates: 2015 Proposed Team Member's Experience Lakdas/Yohalem Engineering, Inc. Lakdas Nanyakkara, PESteve Watts, PSM Project Highlights:• Underwater Surveying• Seawall Design • Erosion & Sediment Control• Bidding Services 229 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services CORPORATE STANDING & AUTHORIZED SIGNATORY G 230 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services AUTHORITY & CORPORATE STANDINGCalvin, Giordano & Associates, Inc. and its team of sub-consultants are in good standing with State of Florida. Copies of the teams corporate certificates are provided at the end of this section. A list of the officers of the company are provided below. 231 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services 232 Village of EsteroSunny Isles Beach RFQ 18-02-01 | Marine and Coastal Professional Engineering Consulting Services FORMS & ATTACHMENTS H 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 CALVIN, GIORDANO & ASSOCIATES, INC. LITIGATION INFORMATION MARCH 2018 Customer satisfaction is CGA’s primary objective for every project undertaken by the firm. As such, CGA endeavors to complete each project on time and within budget. CGA is proud to assert that CGA has not failed to provide products, perform services, or furnished goods for which we have been contracted. 1. Armando E. Silva, and Robin Silva, both individually and as natural parents and next friends of Spencer Silva and Heather Silva, minors, v. South Broward Hospital district, d/b/a Memorial Regional Hospital, Hardrives of Delray, Inc., d/b/a Hardrives, Inc., a Florida Profit Corporation, Calvin, Giordano & Associates, Inc., a Florida Profit Corporation, and ANF Group, Inc., a Florida Profit Corporation, filed suit on October 25, 2013 in the Broward County Circuit Court. NO. CACE13023917. A lawsuit for compensation was brought against Calvin, Giordano & Associates (CGA) by Armando Silva as a result of a motor cycle accident on a road designed by CGA. This case was settled. 2. Kevin Young vs. Calvin, Giordano, & Associates, Inc., Case NO: 0:13-cv-61870-Scola/Otazo-Reyes, filed in United States District Court for the Southern District of Florida, Fort Lauderdale Division. ADA lawsuit. The parties have dismissed this case with prejudice in accordance with Federal Rule of Civil Procedure 41(a)(1)(A)(ii). Dismissal with prejudice, ECF No. 66) on December 19, 2014. 3. Hummer v. CTS1, Inc., Russell Engineering, Inc., Calvin Giordano & Associates, Inc, and AE Engineering, Inc. CACE 16-008549. This lawsuit relates to an alleged bicycle accident that occurred within the boundaries of the construction project known as the A1A washout project along A1A in Fort Lauderdale, Florida [Broward County]. The nature of the project related to widening sidewalks, reducing traffic lanes, adding traffic signals, and adding a seawall along A1A Sunrise Boulevard North to NE 18th Street. 248 249 ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: 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) 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 EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH-STATUTE ER E.L. 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All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD LNORTZ 03/02/2018 SAFELLC-01 C CH17EXC885600IV B 83UENZV5555 B 83WECE0623 A 83UENZV3951 D TER 317-77-89 1,000,000 1,000,000 1,000,000 0 10,000,000 10,000,000 2,000,000 1,000,000 2,000,000 10,000 300,000 1,000,000 1,000,000 X X X X X X X X X X 10/03/2017 10/03/2018 02/11/2018 02/11/2019 10/03/2017 10/03/2018 05/12/2017 05/12/2018 10/03/2017 10/03/2018 For bid purposes only RBN & Associates, Inc. 303 E Wacker Dr. Suite 1130 Chicago, IL 60601 (312) 856-9425(312) 856-9400 Calvin, Giordano & Associates, Inc. 1800 Eller Drive #600 Fort Lauderdale, FL 33316 Calvin, Giordano & Associates, Inc. 1800 Eller Drive Suite 600 Fort Lauderdale, FL 33316 Hartford Acc. & Indemnity Co. Hartford Fire Insurance Co. Navigators Insurance Company Great American E&S Ins. Co. 22357 19682 37532 42307 Each Claim/Aggregate 5,000,000Professional Liab 250