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Home My WebLink AboutCorzo, Castella, Carballo I I I I I I I I I I I I I I I ! I I I I TABLE OF CONTENTS LETTER OF INTEREST PROJECT APPROACH FIRM OVERVIEW LIST OF PROJECTS & CLIENT REFERENCES LICENSES STANDARD FORMS 254 & 255 I I I I I I I I I I I I I I I I I I I LETTER OF INTEREST -- I I I I April 24, 2007 Office of the City Clerk City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Attention: Rick Conner, Public Works Director I Architects Reference: Engineers Planners I I I EB0005022 AAC002142 I I I I I I I I I I I Professional General Engineering Consultant for the North Bay Road Pedestrian and Emergency Vehicle Bridge, and the Town Center Park Observation Deck and Boardwalk Request for Qualifications # No. 07-03-01 Dear Mr. Connor. The firm of Corzo Castella Carballo Thompson Salman, P.A. (C3TS) is pleased to submit this letter of interest and statement of qualifications for the above referenced project for your review and consideration. Corzo Castella Carballo Thompson Salman, P.A. (C3TS) is recognized statewide as a multi-discipline engineering firm with a particularly strong reputation in transportation. The firm's members have an extensive background in the design and planning of roadway and bridge enhancement projects similar to the project envisioned by the City. With a staff of over 110 people in Miami-Dade, Broward, Palm Beach and Orange Counties, C3TS is one of the largest Engineering and Architectural companies in South Rorida. At the same time, C3TS has always placed the highest emphasis on personal commitment with our clients, providing a principal of the firm to every client in order to insure the commitment of the firm's resources on each and every task. We believe that C3TS is uniquely qualified to provide these services and appreciate this opportunity to showcase our abilities to the City. C3TS primary office address is 90 I Ponce de Leon in Coral Gables, FI 33486. C3TS is registered with the State of Rorida as an S-Corporation. Our financial standing is solid with billings of 12.94 million in 2005 and 14.75 million in 2006. C3TS proposes to perform as a Prime Consultant on this project with supporting firms hired as sub-consultants. C3TS has a long history of success in transportation projects for all levels of government. Our portfolio of projects for the Rorida Department of Transportation extends from small low level bridge crossings for off system bridges up to highway crossings for Interstate 1-95. We also work with numerous clients at the City and County level, and have performed on numerous transportation projects within residential and mixed-use neighborhoods. Furthermore, since we are an integrated Architectural and Engineering firm, we have been able to utilize this expertise to bring an aesthetic element into our transportation projects. Overall. we have excelled in utilizing this combined expertise to create attractive and useful projects that blend into their environments. To lead this highly qualified team of consultants, we have chosen Jeffrey S. Crews, P.E to be the Project Manager for this project. Mr. Crews has over 18 years of experience managing project in the South Rorida area. What makes Mr. Crews uniquely qualified for this role is his background in several areas which mirror the important aspects of this project. For a large part of his career, Mr. Crews was a structural engineer working on bridge projects very similar in nature to this one. While C3TS has a full- time staff of bridge engineers that will be dedicated to the structural analysis for this project, having a project manager with this relevant background will ensure that a structural mindset will be at work throughout the design process. Furthermore, Mr. Crews also has an extensive background in pedestrian facilities in environmentally sensitive areas including dune crossovers, boardwalks, fishing piers, and 3996 NW 9th ^ venue. FOIt Lauderdale. Florida 33309 www.c3ts.com 954.565.2113 800.448.0227 Fax 954.567.4079 Equal Opportunity Employer I Professional General Engineering Consultant for the North Bay Road Pedestrian and Emergency Vehicle Bridge, and the Town Center Park Observation Deck and Boardwalk Request for Qualifications # No. 07-03-01 Page 2 I I overlooks. This unique combination of experience will ensure that the Project Manager will proceed with a special sensitivity to the two most crucial aspects of the project. I To assist in the Project Management duties, we have assigned Silvia Beltre, P.E. as the Assistant Project Manager for the project. As you will see from our Project Approach, we feel that this project should be handled in a manner similar to an FDOT Project Development and Environment (PD&E) Study. Ms. Beltre is our leading expert in the performance of PD&E projects and has the experience to marshal the resources to properly execute the data gathering and decision making process that will result in a successful project. I I Robert T. Carballo, P.E. will be the Principal-in-Charge for C3TS. As both the President of C3TS and the Principal in charge of the Transportation Division, he is in the ideal position to ensure that all necessary resources are made available for this project. I Manuel Solaun, P.E. is the head of the C3TS Bridge Structures Department and will lead the Structural design for this project. Mr. Solaun has been a leader in bridge design in South Rorida for over 34 years and has experience in all kinds of bridge structures. This extensive experience will allow us to think outside the box in the design of this unique structure. I I In addition to our own in-house capabilities, C3TS has teamed with Consulting Engineering & Science, Inc. (CES) to provide Environmental Consultation and Permitting. We have carefully considered the important environmental implications of this corridor and determined that CES is, by-far the best firm for this project. We have worked with CES for many years and found them to be the most knowledgeable and responsive environmental consultants in the region. I I For construction expertise, we have supplemented our team with the firm of KMEC represented by Kourouche Mohandes, P.E. Together with our in-house CEI department, Mr. Mohandes will provide Construction Oversight as well as Constructability Reviews during design. Formerly with the Rorida Department of Transportation, Mr. Mohandes has extensive experience in relevant construction projects. I To complete our team, we have added several other high quality sub-consultants. The firm of Rosenberg Gardener and Associates have joined us to provide Landscape Architecture and will assist in the master planning of the pedestrian aspects of the project. We have also added the firm of HR Engineering for Geotechnical services and the firm of C.H. Perez and Associates for Surveying servIces. I I I As to staffing requirements, C3TS has an adequate number of local professional engineers on staff to service your projects adequately. Currently, the firm is nearing completion on a number of major design projects and will have available staff capable of being assigned to new projects C3TS is prepared to commit personnel as needed for these projects. I We thank you for the opportunity to outline our team's qualification and would look forward to working with the City. Respectfully Submitted, I I Corzo Castella Carballo Thompson Salman, P.A. ~~ Jeffrey S. Crews, P.E. Vice President I 3996 NW 9th ^ venue. FOIt Lauderdale. Florida 33309 www.c3ts.com 954.565.2113 800.448.0227 Fax 954.567.4079 Equal OppoItunity Employer I I : I I. I I I I I I I I I I I I I I I I .-...~ PROJECT APPROACH I I I I I I I I I I I I I I I I I I I Project Issues It is our understanding that the City of Sunny Isles Beach wishes to provide a bridge structure connecting North Bay Road across an unnamed canal between NW 172nd Street and NW 174th Street. In the near term, the bridge structure is intended to be reserved for pedestrians and occasional emergency vehicle traffic. In the future, it is anticipated that additional right-of-way will be available which will allow the bridge to be opened to everyday vehicular traffic. At that time, the City wishes to make the conversion to a traffic bearing bridge with minimal modification to the structure. Design Criteria Although this project will be developed as a predominantly pedestrian facility, it will require the underlying infrastructure that will allow for the future conversion to traffic. This two phase development of the project will ultimately drive the decision making process of the project design. Ultimately, the underlying design criteria for the future vehicular phase of the bridge will determine most of the design decisions for the project. The structural loading, structure width, alignment, tie-in and pedestrian safety are all aspects that will be more critical in the end result than in the near-term pedestrian phase. To accommodate this future requirement, it will be necessary to plan and design this project for its ultimate vehicular configuration. Once the infrastructure for the future vehicular project is designed, the pedestrian facilities can be applied as an overlay to this skeleton. The bridge will be designed following AASHTO LRFD Bridge Design Specifications and HL-93 loading and pedestrian loading. All roadway design will be performed in accordance with the "Florida Greenbook" Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways (May 2005) as well as the AASHTO "Policy on Geometric Design of Highways and Streets, 2004" Geometric and Alignment Issues Although the Structural and Environmental issues will ultimately drive this project, the fundamental issue of alignment and geometry must be determined first and foremost. Ultimately, this determination will directly impact the degree of complexity for both the bridge structure and the environmental permitting. At this time, the complicating factor in projecting this alignment is the uncertainty related to the property boundaries and easements. While the beginning and end point of the corridor are known, the path between them will depend greatly on where encroachment on private property is allowed. According to information made available to respondents, the City has a 20' easement between the condominium buildings to the south. According to available tax records, the existing property lines run north-south between the buildings but make several jagged turns as they approach the canal. Due to these variations in the property lines, the actual layout of the easement is unclear. The exact layout of this easement will be one of the first crucial steps required to set a proper alignment. Due to the offset nature of the alignment, the structure will be required to skew across the canal with a reverse curve. The severity of the skew increases dramatically depending on how this path is aligned between the end points. The configuration of this easement will determine how the bridge will angle onto the southern shore and eventually curve south to meet 172nd Street If the alignment is allowed to cross on the most direct route, the crossing would meet the southern seawall and follow the existing sidewalk around the building to 172nd Street. This would result in the shortest bridge structure and would minimize impacts to the mangrove fringe farther east. However, Page 1 of 7 I I I I I I I I I I I I I I I I I I I ~. . ;.a: Figure 1 Structural Implications this option would cross very close to the existing residential building and would occupy large areas of private property. It is unlikely that this alternate would fit within the anticipated easement. r-I I A more likely scenario would result if the easement was assumed to follow the north-south line between properties, but did not include any access along the north side of the Porto Bellagio Building. In this scenario, the bridge structure would have to skew at a greater angle to stay-off shore before sweeping back to align with the north easement. As a result, this alignment would result in a longer bridge structure and would have greater impacts to the mangrove fringe. It is our opinion that this represents the most likely scenario for approximate alignment of the project. We have added a plan view of this projected layout as Figure 1. For discussion sake, we have chosen this option for further development. The structural implications of this project increase dramatically as the degree of the skew and the severity of the reverse curve increases. Various assumptions of alignment will result in vastly different structural design criteria. First of all, as the skew increases, the length of the structure needed to make the crossing increases as well. Secondly, the increased skew exacerbates the curves needed at each end resulting in an increasingly odd shaped bridge structure. Various degrees of length and structure distortion will require differing approaches to the design. For the sake of discussion, we will consider the layout shown in Figure 1 as the probable alignment. This configuration results in a total structure length of approximately 165 feet. The distortion of the bridge structure shape is evident at the northern end where the alignment curves back to the north. From early discussions, it was apparent that the City felt that this crossing needed to be a clear span structure without any intermediate piers. A single span bridge presents two major challenges related to alignment. First of all, the single span will need to be adapted to fit the distorted structure shape above without the advantage of intermediate piers to better fit the alignment. The second major issue involves the vertical alignment of the corridor. With the longer span length, the structure depth would increase dramatically resulting in bridge deck elevation much higher than existing elevations at the embankments. There are two approaches to solving this problem. The most traditional approach would utilize the embankments on either side of the canal to gradually slope the alignment back down to grade. Due to the space constraints, this would need to be done with traditional or MSE retaining Page 2 of 7 I I I I I I I I I I I I I I I I I I I walls. The second approach would be to lower the bridge deck elevation closer to grade with the use of a structural system that provides its main support system above the deck level. While theoretically possible, the complexity of such a bridge would be significant and costs would escalate rapidly. One of the newest concepts in bridge construction is the "Channel Bridge". The Channel Bridge features two post- tensioned edge beams that function as the main load carrying structural components and a post-tentsioned deck supported between them. Figure 2 depicts a detail of the edge beams for a Channel Bridge. ~;;. E..{ .", , ~. ,1; Ii Chntlnel Brle.g(l segment 1$ $wvng Into ;JO$i1iOtl O\'C( lhc cr<:c1iOtl girdor1- 3;1 the- C~l~~ilror ~~;" .i~o. Such an exotic single-span structure can be designed to be artistic, however, this corridor is surrounded by medium Figure 2 sized buildings and the introduction of such elements could lead to a cluttered environment. Whether utilizing above deck bridge structure or retaining wall transitions, a single span bridge will lead to project elements which are out-of-scale to the confined environment. We would prefer ".2' to keep the bridge structure low ;,~ .'~~.()' "..' 12'.()' 24'.0 1Z.()' ..!;~ .:~. ~~ and simple while allowing the trJ/ SIDEWALK--- EMERGENCY LANE EMERGENCY LANE SIDEWALK U enhancement of the pedestrian f- JL areas through more human- I B B scale improvements such as landscaping, lighting and street m:,'i,":J'V'E'L " ~~,'i,"::"E furniture. _~ __-.J To simplify the project, it will be necessary to discuss the possibility of a multi span bridge structure for the crossing. A multi-span bridge would allow us to keep the structure relatively low while utilizing less exotic techniques. We would recommend consideration for a three span bridge with two intermediate piers within the canal. This configuration also allows us to more easily accommodate the distortion in the bridge structure by aligning the intermediate piers to the horizontal alignment. BRIDGE TYPICAL SECTION "2'-2" ;,;.!.:. r.()' 26'-0" r.()' 1'-,. -, e II ,---.., ~ 12'-0" EMERGENCY LANES 12'-0" ..!;! EMERGENCY LANES REMOVABLE FI' BOlLAROS --~ REMOVABLE DECORATED CHAIN REMOVABLE SOUAROS ~ ~REO ..,c. CONCRETE SURFACE . DECORATIVE TEXTIJRE PEDESTRIAN PlAZA STRUCTURE WITH EMERGENCY VEHICLE CAPABILITY Figure 3 Considering a three-span configuration with a moderate amount of bridge deck distortion, we would recommend a structural system utilizing precast prestressed concrete beams with a cast-in-place reinforced concrete topping as shown in Figure 3. These precast members would span from pier to pier and act as a stay in place form system for a cast-in-place topping. The cast-in-place topping would wrap around the edge along each side of the structure and could be extended as needed to allow for the deck widening at the curves and for adding architectural features such as the "vista view" shown in Figure 4. The combined system would then be post-tensioned laterally to account for any differential deflection and torsion caused by the curvature of the deck. This system would be economical and could be constructed by local contractors and suppliers. Furthermore, it could be constructed on an accelerated time frame due to the minimal form work needed over the canal. The selection of a Page 3 of 7 I I I I I I I I I I I I I I I I I I I 16'-0" substructure system that minimizes noise and vibrations would also be very important to this project. With the proximity to existing structures, a drilled shaft type of substructure would be preferable to driven prestressed pilings. 4'-6" 7'-0" 4'-6" j'~ .4572 9 1D ~.10.~.. ~...Q... ..' BENCH . . , - It is unclear at time why the City felt that a single span bridge was necessary. We anticipate that there was a concern for the permitting issues involved with the project. Indeed, there would be some benefits to the permitting efforts if the bridge were to clear span the canal. Those permitting issues will be discussed in a separate section of this report. However, the need to clear span the canal would raise the complexity of the structural issues enormously resulting in significantly higher costs. Ultimately, these two issues will have to be studied in tandem to determine if the complexity of the structural systems outweigh the complexity to the project permitting. - VISTA VIEW 18'-0" PLAN Figure 4 Environmental Aspects Approach to the environmental permitting will depend, in part, on whether intermediate piers are used within the canal. Technically, if no piers are utilized, the project could proceed without requiring approval from several agencies at the federal level. However, it should be noted that the boardwalk and overlook project will require submittal to these agencies even if the bridge is determined to be exempt. Theoretically, the projects could be separated so that the bridge could avoid federal review, however, this approach could possibly backfire, if the reviewing agencies take note of the bridge construction while reviewing the boardwalk project. Following is an analysis of the permitting aspects of this project considered with and without intermediate piers. If the proposed project involves the installation of support columns in the canal/bay, a Dredge & Fill Permit will be required by the U.S. Army Corps of Engineers (USACE), an Environmental Resource Permit (ERP) will be required by the South Florida Water Management District, and a Class I Permit will be required by the Miami-Dade County Department of Environmental Resources Management (DERM). The Federal permitting process involves coordination with the U.S. Fish & Wildlife Service (USFWS), National Marine Fisheries Service (NOAA Fisheries), U.S. Environmental Protection Agency (EPA) and the U.S. Coast Guard (USCG). It is expected that the review by the Corps will be performed by Alisa Zarbo at the Stuart Office, who is the project manager responsible for the review of FDOT and other road projects. Coordination with the USFWS office in Vero Beach involves an evaluation of any potential impacts to federally listed threatened/endangered species. For this bridge project, the only federally listed species under the purview of the USFWS is the manatee. Impacts to manatees should be resolved by agreeing to incorporate the standard Manatee Construction Conditions. The NOAA Fisheries Protected Resources Division located in St. Petersburg also has responsibility for the review of endangered species. The endangered species under the purview of the NOAA Fisheries include sea turtles, smalltooth sawfish and Johnson's Seagrass. Impacts to sea turtles and the smalltooth sawfish can be addressed by agreeing to incorporate the standard Sea Turtle and Smalltooth Sawfish Construction Conditions. For proper evaluation of potential impacts to Johnson's Seagrass, a seagrass survey will have to be conducted during the growing season (May through August) to determine if any Johnson's seagrass is present. Since this project is not within the area Page 4 of 7 I I I I I I I I I I I I I I I I I I I designated as critical habitat for Johnson's seagrass, a biological opinion (a year-long process) is not anticipated if any Johnson's seagrass found in the project area is avoided. The NOAA Fisheries Habitat Conservation Division in West Palm Beach will be involved in the evaluation of Essential Fish Habitat (EFH). If any seagrass is found during the seagrass survey, all efforts should be made to avoid direct impacts to seagrass patches as well as to any mangroves. Seagrasses and mangroves are both considered as EFH. If seagrasses are observed, any decking associated with the boardwalk would have to be elevated to a minimum of 5' above Mean High Water. If significant amounts of seagrasses are found, or if any Johnson's seagrass is present in the footprint of the walkway, fiberglass grating may be required (along with a demonstration that the walkway has to be located in the waterway). Navigational issues typically associated with bridge projects involve at a minimum coordination with the USCG. Preliminary coordination with the Coast Guard has resulted in a letter indicating that a USCG permit will not be required for this project since there is minimal navigational use of the waterway at this location and that boats utilizing the area tend to be small and can easily navigate beneath the proposed bridge. The EPA office in West Palm Beach will be involved in the evaluation of consistency with the 404(b)(1) wetland guidelines and water quality issues. Due to the small nature of the project, it is anticipated that the EPA involvement will be minimal. The State permitting process involves coordination with the Florida Fish & Wildlife Conservation Commission (FWCC) for state listed threatened/endangered species, the Department of Community Affairs (DCA) for a determination of consistency with local comprehensive plans and coastal zone consistency, and the Department of State for identification of any listed historical/archeological sites. Based on our analysis, the proposed project site is not located within the Biscayne Bay Aquatic Preserve and would therefore not be within an area designated as Outstanding Florida Waters (OFW). The key environmental permitting issues associated with the proposed project for the Corps, FDEP and DERM include avoidance and minimization of impacts to any submerged aquatic resources, mitigation to offset unavoidable resource impacts, secondary impact analysis (shading and associated construction activities), and identification of threatened/endangered species. It is presumed that a stormwater management plan is being prepared so that stormwater runoff is adequately treated and that any discharge from the treatment system will meet state water quality standards. Coordination with the FWCC office in Vero Beach will be similar to the coordination with the USFWS and will primarily involve an analysis of impacts to the manatee. Incorporation of the Standard Manatee Construction conditions should also satisfy the FWCC requirements. Avoidance of direct impacts to seagrasses and elevation of all proposed structures should minimize impacts to submerged aquatic resources. If it is determined that mitigation is required for shading, a contribution to the Biscayne Bay Environmental Enhancement Trust Fund could be offered. If any impacts to the mangrove community along the canal bank are unavoidable for the construction of the boardwalk, a Mitigation Assessment Methodology (UMAM) will be conducted to quantify any wetland impacts. On-site mitigation opportunities can be evaluated to off-set these impacts (e.g. removal of any nuisance/exotic species within the mangrove areas and planting of additional mangroves along the shoreline. From a timeframe perspective, the most lengthy permitting process is associated with the Corps Dredge & Fill Permit. Because of current workloads and the various coordination procedures, it is anticipated that the federal permitting process could take up to a year. The SFWMD and DERM process is not expected to take as long, and can hopefully be accomplished in 6 to 9 months. Page 5 of 7 I I I I II I I I I I I I I I I I I I I If the proposed bridge could be designed without any support columns in the water, the environmental permitting process (particularly the federal process) could be simplified. If there are no structures proposed in the water (clearspan), a dredge and fill permit would not be required by the Corps. In the absence of the need for a Corps permit, the federal commenting agencies would not be involved in the review if the application (specifically the NMFS and EPA). A more streamlined endangered species review may be required for manatees, sea turtles and the smalltooth sawfish if there is any barge activity needed for construction of the bridge. Permits however would still be required by the SFWMD (ERP) and by DERM (Class I), but the overall permitting timeframes could be reduced by 3 to 6 months. Under this scenario, it would be advantageous to separate the project into a bridge portion with a separate application for the boardwalk (which would require permits from all three agencies). Project Approach It will be extremely important to approach this project is a very systematic and linear way to ensure that all of the design decisions can build upon each other towards the ultimate completion of the project. Towards that goal, we would propose to treat this project similar to an FDOT Project Development and Environment (PD&E) study. This systematic process will force us to set aside any pre-conceived notions and proceed step-by-step through the decision making progression. The project would begin with an intense data gathering phase that would include surveying, property data, geotechnical, environmental assessments, utility locations and any other available pertinent data. This phase will also involve consultation with the permitting agencies to determine the projected impacts and establish a course of action. When all of the pertinent data is available, the PD&E process outlines the development of alternates with a determination of their impacts. In addition to environmental issues, these impacts can also include effects on the community, traffic, noise, historical significance and other important concerns The traditional FDOT PD&E study involves a thorough Public Involvement phase where information is distributed and input is received. Considering the residential density of this neighborhood, we strongly recommend a thorough Public Involvement procedure to ensure that the public is brought into the development process. We have facilitated these efforts for FDOT on numerous occasions and are prepared to offer these services to the City. In conjunction to the PD&E study, we would perform a Bridge Development Report (BDR) to explore options for the structure. With the geometric data firmly established, we would look at several alternates of span arrangement and structure type to provide as many possible options as practical. This study would include preliminary member sizing, geometry, cost estimating and scheduling for a complete comparison of all options. Once this study phase is complete, the resulting preliminary design will be comprehensive and well conceived. With all of the design decisions made soundly, the development of construction documents can precede quickly without the need for second guessing. This two phase approach will result in a logical and linear approach where all issues can be dealt with and incorporated in a timely manner. Page 6 of 7 I I I I I I I I I I I I I I I I I I I Schedule - Following is the anticipated milestones for the design, permitting and construction schedule: Data Gathering PD&E Report 30% Construction Documents 60% Construction Documents 90% Construction Documents Final Construction Documents Permitting Construction - 45 Days - 90 Days - 45 Days - 45 Days - 60 Days - 30 Days - 6 to 12 months - 15 months Project Budget - Due to the uncertainties in the potential alignment and configuration of the bridge structure, estimates will vary widely. In our project discussion, we recommend a three span structure with a moderate amount of skew to meet the anticipated easement. Based on this configuration, these are approximate estimates of the projected construction costs: Bridge Structure Roadway Approaches Earthwork/Embankment Drainage Improvements Aesthetic upgrades Landscaping Budget Lighting Total - $1,800,000 - $ 400,000 - $ 50,000 - $ 150,000 - $ 250,000 - $ 150,000 - $ 150.000 - $2,950,000 These figures do not include the boardwalk project, permit fees, environmental mitigation, or design fees. Design Hours - These estimates represent an approximate outline of the work effort involved in the development if the project Project Research Environmental Coordination and Permitting Preliminary Study Structural Design Roadway Design Aesthetic Upgrades Landscape Architecture Lighting Design Project Management - 100 hours - 450 hours - 400 hours -1400 hours - 400 hours - 200 hours - 120 hours - 100 hours - 300 hours These estimates do not include any data gathering by sub-consultants such as surveying and geotechnical studies. Page 7 of 7 I I I I I I I I I I I Ii I I I I I I I I FIRM OVERVIEW II I I I I I I I I , I I I I I I I I I I FIRM PROFILE Corzo Castella Carballo Thompson Salman, P.A. (C3TS) is a locally-based corporation founded in March 1988 in Miami, Florida. It is a full-service, multi-disciplined Engineering and Architectural firm with offices in Coral Gables (Main Office), Fort Lauderdale, Boca Raton, and Orlando. Our office in Fort Lauderdale will be responsible for this project: Contact Name: Jeffrey S. Crews, P.E., Project Manager Address: 3996 NW 9th Avenue Fort Lauderdale, Florida 33309 Telephone: (954) 565-2113 / Fax: (954) 567-4079 The firm has a staff of 112 employees (85 in Coral Gables, 10 in Fort Lauderdale, 11 in Boca Raton, and 6 in Orlando). 10 Architects 9 Civil Engineers 3 Construction Engineers 3 Sanitary Engineers 5 Structural Engineers 15 Transportation Engineers 4 Pub. Involvement 13 Cadd Technician 1 Grant Coordinator 5 Civil Designers 7 Inspectors 8 Transportation Designers 2 Structural Designers 27 Administrative The firm was created out of the desire to better serve our clients and derive the professional satisfaction from being able to more effectively control all aspects of a project. Whether the project is a building, a road, or a bridge, all of the divisions work together to make the final project the best it can be. With in-house teams including structural, roadway, traffic and transportation design & planning, civil, architecture, and construction management, C3TS caters to large institutional and governmental clients who need the integrated, innovative solutions C3TS provides, With over 120 combined years of experience among the principals, our clients have come to value our unique combination of integrated disciplines and commitment to excellence. The firm's staff has extensive experience in the planning, design and implementation of large-scale projects throughout Florida and the Southeastern United States. C3TS' experience includes projects and services as diverse as award-winning highway and bridge design, streetscapes, citywide planning, drainage, emergency/fire station buildings, educational campus design and school facilities, park and recreation facilities, coastal and marine facilities, historic preservation, acquisition of grant monies, and other types of public buildings and facilities. C3TS' success is based on both the hands-on approach taken by the principles and associates together with the integration of its disciplines in the delivery of successful solutions. In addition, all projects are subjected to a rigorous in-house Quality Assurance / Quality Control Program which spans the life of the project. It is this constant attention to client and project needs which has resulted in C3TS' proven track record of consistent on-time and within-budget project delivery. Our philosophy is to create and maintain a professional and attentive relationship with our clients, focusing equally on their needs as on their project's solutions. C3TS is committed to excellence in providing professional design services resulting in complete solutions for our clients. This results in over 90% of our workload coming from existing and past clients, t5 I I I I I I I I I I · I I I I I I I I I I LIST OF PROJECTS & CLIENT REFERENCES I I I I I I I I I I I I I I I I I I I CURRENT & PAST PROJECTS PROJECTS Adonel Concrete Homestead Batch Plant FOOT District VI SR-934 PD&E Study Adonel Concrete Fort Pierce Block Plant FOOT Turnpike District Okeechobee Road Bridqe Jackinq Broward County CB Smith Campqround Florida International University Artist Studio Comolex Broward County Intersection Improvements Florida International University Chiller Plant Sub Station Broward County Markham Park Entrance Florida International University Frost Art Museum Broward County School Board Playgrounds Florida International University GPA Restrooms City of Aventura Atrium Marina Martin County Aquatic Center City of Coral Sprinqs Fire/Police Traininq Facility Martin County Vehicle Maintenance Facility City of Coral Sprinqs Riverside Drive Sidewalk Improvements MDCPS American Hiqh School Improvements City of Coral Sprinqs Shadowood Boulevard MDCPS Bunche Park Elementary School Improvements City of Deerfield Beach Hiqh School Pool MDCPS Carol City Elementary School Improvements City of Deerfield Beach Middle School Park MDCPS Coral Reef Senior High School Improvements City of Doral- Doral Park MDCPS Carver Middle School Improvements City of Doral Meadows Park MDCPS Hiqhland Oaks Middle School Improvements City of Hialeah Walker Park Community Center & Library MDCPS Kendale lakes Elementary School Improvements City of Homestead Air Reserve Park MDCPS l. C. Saunders Elementary School Improvements City of Homestead Electric Utility MDCPS Miami Edison Middle School Improvements City of Homestead West Kendall District Park MDCPS Miami Senior Hiqh School Improvements City of Key larqo Moon Bay Yacht and Tennis Club MDCPS Miami Sprinqs Middle School Improvements City of Miami Beach Byron Carlyle Theater Study MDCPS Martin Luther Kinq Elem. Schoollmorovements City of Miami Beach Restrooms MDCPS Nathan Younq Elementary School Improvements City- of Miami Belle Meade Phase II MDCPS Northwestern Hiqh School Improvements City of Miami Grapeland Heiqhts Park & Community Center MDCPS Riviera Middle School Improvements City of Miami Little Haiti Park MDCPS South Dade Senior High School Improvements City of Miami Midway Pump Station MDCPS Southridqe Senior Hiqh School Improvements City of Miramar Addition to Fairway Park MDCPS Southwood Middle School Improvements City of North Miami Beach Claude Pepper Park MDCPS State School WWW City of North Miami Beach Norwood-Oettler WTP MDCPS Tropical Elementary School Improvements City of North Miami Beach Uleta Community Center Miami Dade County Athalie Ranqe Park City of North Miami Beach Victory Pool Miami Dade County Kendall Soccer Park city- of Plantation Midtown Improvements Miami Dade County NW 87th Avenue Improvements City of Plantation University Drive Bus Stops Miami Dade County Southridqe Community & Aauatic Center City of Pompano Beach Community Park Aquatic Facility Miami Dade County SW 264 SI. from US-1 to SW 137 Ave. City of Pompano Beach Mitchell Moore Aquatic Facility New Market Properties Bird Road Trade Center City of South Miami Sunset Drive (West of US-1) New Market Properties Lyons & Sawqrass Trade Center FOOT District IV 3R Forest Hill Boulevard Improvements Palm Beach County Schools FOOT District IV Districtwide Drainaqe Projects ODOBA Mexican Grill- Coral Gables FOOT District IV Districtwide PD&E Contract ODOBA Mexican Grill- Pinecrest FOOT District IV Districtwide Plans Review ODOBA Mexican Grill- Coconut Grove FOOT District IV Districtwide Utility Coordination SI. Lucie County Fairwinds Clubhouse FOOT District IV General CEI Assiqned Projects Town of Davie Oakes Road Fire Station FOOT District IV SR-710 3R Improvements Town of Golden Beach Capital Improvements FOOT District V SR-50 from Hancock Rd. to OCl Town of Medley Pennsuco Service Area FOOT District V SR-50 from lCl to Turnpike Ramp Town of Miami lakes NW 82nd Avenue Improvements FOOT District V Districtwide No. 73 Town of Palm Beach Sanford Avenue FOOT District V SR-500 (US-441) Town of Palm Beach Via Vizcaya FOOT District V SR-50 from Bloxam to Hancock Town of Palm Beach Pump Station 0-2 FOOT District VI 1-195 from 1-95 to Biscayne Bay Villaqe of Key Biscayne Crandon Blvd., Phase II & III FOOT District VI 1-95 Improvements Villaqe of Key Biscayne Harbor Drive Improvements FOOT District VI North Dade Maintenance Facility, Phase III Villaqe of Key Biscayne Fernwood Road Improvements FOOT District VI SR-5 / US-1 Design-Build Villaqe of Pinecrest Desiqn of a Potable Water System ti I I I I I I I I I I I I I I I I I I I REFERENCE LIST Florida Department of Transportation District V - Deland 719 South Woodland Boulevard - MS 4-542 Deland, Florida 32720 Ty Garner, Project Manager (386) 943-5539 Florida Department of Transportation District IV - Ft. Lauderdale 3400 West Commercial Boulevard Ft. Lauderdale, Florida 33309 Mr, Richard Young (954) 777-4537 Florida Department of Transportation District VI - Miami 1000 N.W. 111th Avenue Miami, Florida 33172 Luis Amigo - Project Manager (305) 470-5436 City of Coral Gables Public Works Department 2800 SW 72 Avenue Miami, FL 33155 Mr. Alberto Delgado, P.E" Director (305) 460-5008 City of Hialeah 5601 East 8th Avenue Hialeah, Florida 33013 Mr. Jorge Guanchez, Director of Const. & Maintenance (305) 687-2611 City of Plantation 401 NW 70th Avenue Plantation, Florida Mr. Brett Butler, City Engineer (954) 797-2282 City of South Miami 6130 Sunset Drive South Miami, Florida 33143 Mr. Ajibola Balogun, Director Public Works Department (305) 663-6350 Town of Medley 7331 NW 74th Street Medley, Florida 33166 Mr. Melvin Wolfe, Esq" Town Attorney (305) 887-9541 Village of Key Biscayne 85 West Mcintyre Street Key Biscayne, Florida 33149 Mr. Jud Kurlancheek, AICP, City Planner (305) 365-5507 I I I I I I I I I I I I I I I I I I I I I -~ - - .~...~ LICENSES I I ~ate of Jfflortba I '~no(n.b of 1~h.ofctJ5ilnml ttnginccrs Corzo Castella Carballo Thompson Salman P.A. II I I . ~ NN/h,.,/":,:,,,/ ////,/'iy' /,4, /,/~,'/';'~j"""/I',; r/. (h.("/';.,,1 .f7/.(~j.)). . //"r"h, .l//,,..,../I-.I'H',;, /..... r#/' I""y/';',,','rl'/I? ';/'/'",;-.".; /r. //f, /N'/.~" /h"""'7h " . //,0,;.",./,,,/ Y~''7'/H'/'/'' /////'7 //,'/'/,.;n/ '//N///' '(h>,,///r:r ./7/, . /7,.,/",/// . './/,,/r//r..;. AUDIT NO.: 0709- CERTIFICATE OF AUTHORIZATION NUMBER: 5022 EXPIRATION: 28-FEB-09 1 DISPLAY AS REQUIRED BY LAW I I I ~ate of Jf]lortba ll?llarl'l llf lF1rofl'ssillllZ'tllEnginccrs C3TS I ~ ",//A~'r/.:../'I'/ ////,hp /h~ /1/""'/:,,/,'/,1... ,/. /:''-'//'-''/ ./.ZI.(J2.1. ..7l;./?,/i, . ('//,..,..,h'H',':', /,. 1'#'/" I',/I1/'/N'I':/'//IY .;rr/,/,.r.j /,... /h>/,//~h";-' /h/"'I'/~/{" . -//,.0.....""."./0'1'/ ;.J",f/I'/N.....r. I'h'/r h;-,,/I.;,,,,/ N'/O''/;'" 'r,h',,/,/,-,. ~/7 I. . ,//r'rl'f-h-I' . ':,M.,///h',;, I I AUDIT NO.: Q7Q!J- CERTIFICATE OF AUTHORIZATION NUMBER: 7274 EXPIRATION: 28-FEB-09 DISPLAY AS REQUIRED BY LAW AC# ~ 1 1 '? 1 -;- 7 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF ARCHITECTURE & INTERIOR DESIGN SEQ# LO 612 0500 508 I I I DATE : - LICENSE NBR 12 05 2006 068106234 AAC002142 The ARCHITECT CORPORATION Named below IS CERTIFIED Under the provisions of Chapter 481 FS. Expiration date: FEB 28, 2009 I CORZO CASTELLA CARBALLO THOMPSON SALMAN PA 901 PONCE DE LEON BLVD SUITE 900 CORAL GABLES FL 33134 10 o '?! :i> I JEB BUSH GOVERNOR DISPLAY AS REQUIRED BY LAW SIMONE MARSTILLER SECRETARY I ti !. I I I I I I I I I I I I I I I I I I t5 I I I I ~ate llf4lflllrioa ..... 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EGj :::::;w ~1:: 0 CTs: 1:0> .... Q) j::.., - ::::l..... ~E C)Q) c.:: u"b a.. 0 ::::lE lllC1l >~ ..r::~ ""0 > -- Q/~ .: ct ~"b ~ Q/O u_ Ill... -C1l ..0::' III 0 .... ::. ~ .S! -co III e:: C!)..s ..~ oct N- e:: .- (;) Q) C!) ..~ ijj:.:::: ,(;) - Cf) .Q .:::: l- ei: .Q ::J 0. <(~ ti <(- <(ti w -::J w ...J irl c.:: <(- <(~ wc.:: en.,!:: ...J ,~ ::::l (;) a::i:: a..::::l <(..c:: en..c: I- -Q) 1- U c_ -(;) <I- - ~ <( ~ lll'- Ill'" uU w E13 Q/"l: Vlw ~"l: .;-"l: I:: -... >- 01:: Q/ Q) Q/ Q) J: lll"l: Q/(;) - ZJ: ..00.. C 0.. U en.... a:.~ ~ ~ .0 ~~ -c C1l c.:: Q/e .... (;) u.- 1Ilf:l ~f:l < .... C1l -co. < o e:: Q/ ,9- ='- a: C1l ..r:: e:: .- (;) tV .Q ..~ ro'~ E-.J _ C1l :2t:: Q/-.J ""0. ~ .....-- .!!! .Q C ... I~I C .Q ~ = e:: Q/ e:: .- Q) ;:Cf) ~~ ~ I I t_COR ZO _CASTELLA CARBAllO r.rm THOMPSON UJUSAlMAN I EXPERIENCE I Mr. Crews has been design and field engineer on various projects in the field of struclural and civil engineering. Mr. Crews' bridge experience includes both the designs of new structures as well as rehabilitation of existing structures. This experience has included cast-in-place, AASHTO girders, Repair and inspection of steel bridges, box culverts, and rehabilitation of Bascule bridges and tender house facilities. Mr. Crews has also inspected and rehabilitated historic bridges such as the bridges along the Venetian Causeway in Biscayne Bay. Mr. Crews' civil experience has included the preparation of utility relocation plans, drainage analysis, and development of traffic control and stormwater pollution prevention plans on various FOOT projects throughout South Florida. Mr. Crews' experience has included the design of numerous projects with utility coordination issues. Mr. Crews also has had extensive design, construction inspection and administration experience in all types of building structures. Recent relevant experience includes: I I I · Lauderdale Lakes Park Pedestrian Bridge, Lauderdale Lakes, Florida - Project Manager for the redevelopment of an existing park for the City of Lauderdale Lakes. The project was being performed as collaboration with the Broward County School Board to provide a student drop off for a new Elementary school on an adjacent property, The project featured a 110' long fully enclosed pedestrian bridge to provide access for the students across the South Florida Water Management ~istrict C-13 Canal. The project also included approximately 1500' of new roadway with additional parking, as well as several hundred feet of covered walkway for student protection. The project also included the development of a concession and restroom building for the park, as well as renovation of an existing press box structure. New sports field lighting was also provided for all of the play fields, I I I · 1-95 over SR-40 Bridge Replacements, Vol usia County, FDOT - District V - QC Officer and Roadway Engineer responsible for the design of the replacement of the existing twin three-span structures over SR-40 with a new twin single span structure. The new structures provide a 40-meter (131.25') clear opening beneath 1-95. The typical section consists of six lanes divided with three- meter (10 foot) shoulders. The superstructure is supported by pre-stressed piling and MSE walls for the embankment. I I · SR- lOA (US-90 Cervantes Street) Bridge Replacement over Bayou Texar, Escambia County, FDOT - District III - QC Officer and Roadway Engineer responsible for the preparation of full roadway and bridge plans for the replacement of a 155.8 meter (511 L.F.) four-lane bridge over coastal waters and reconstruction of 509.1 meters (1670 L.F.) of approach roadway. The bridge is to be constructed using phased construetion and maintaining four lanes of traffic operational at all times. This is being accomplished through the use of a two-lane acrow bridge built over the Bayou with sheet pile abutments into the Bayou. The project has architectural features, as well as bridge and roadway lighting. I I I · Sunset Drive Bridge Emergency Repairs, Miami Beach, FDOT - District VI - QC Officer and Roadway Engineer responsible for the inspection, load rating and emergency repairs of a ten-span, 250 bridge. Superstructure type consisted of steel girders supporting a cast-in-place concrete deck, Steel girders were nearly eorroded and bearing supports required replacement/rehabilitation. Repairs were performed so that the bridge could be replaced at a later date. I · Venetian Causeway Bridges Rehabilitation / Restoration Study, Miami Beach, FDOT - District VI - QC Officer and Roadway Engineer assigned to the bridge inspection team for inspecting ten concrete girder fixed span bridge and two bascule bridges. The in-depth bridge inspection performed on these historic bridges was for the purpose of developing our in-depth condition survey to develop preservation / rehabilitation schemes. Inspected components included structural steel on bascule leaves, superstructure and substructure elements of concrete girders, utility supports and bridge railings. Upon completion of the condition survey a recommendations report was prepared for FOOT. I I · Sunset Drive Bridge Replacement between Sunset Islands No.1 & 2, Miami Beach, FDOT _ District VI - QC Officer and Roadway Engineer responsible for replacement of an existing ten span, 250 foot bridge with a two-lane, seven-span, cast-in-place continuous concrete slab bridge supported on concrete bents and 24 inch piling. Project consists of providing architectural treatment, reinforcement of bulkheads, major utility adjustments and a critical M.OT due to condition of existing structure. Project also includes approximately 400 linear feet of adjacent roadway requiring gravity wells for drainage. I I JEFFREY S. CREWS, PE Project Manager EDUCATION Bachelor of Science in Civil Engineering. Cum Laude, University (~f Miami. 1988 PROFESSIONAL REGISTRA T10N Florida Prqfessional Engineer License No. 46575 Certified Masonry Inspector No. SM 1-74 FlCE / FDOT LRFD Seminar Training I I I I I I I I I I I I I I I I I I I .-...~ REQUIRED FORMS I I I I I I I I I I I I I I I SWORN STATEMENT PURSUANT TO SECTION 287. 133(3)(a), FLORIDA STATUTES. ON PUBLIC ENTITY CRIMES THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS: I. This sworn statement is submitted to City of Sunny Isles Beach by Robert T. Carballo. PE. President for Corzo Castella Carballo Thompson Salman. PA (C3TS) whose business address is 3996 NW 9th Avenue, Fort Lauderdale, Florida 33309 and (if applicable) its Federal Employer Identification Number (FEIN) is 65-0039493 (IF the entity has no FEIN, include the Social Security Number of the individual signing this sworn statement: 2. I understand that a "public entity crime" as defined in Paragraph 287.133( I )(g), Florida Statutes. means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or of the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentations. 3. I understand that "convicted" or "conviction" as defined in Paragraph 287 .133( I )(b), Florida Statutes. means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July I, 1989, as a result of ajury verdict, nonjury uial, or entry of a plea of guilty or nolo contendere. 4. I understand that an "affiliate" as defined in Paragraph 287.133( I )(a), Florida Statutes. means: a. A predecessor or successor of a person convicted of a public entity crime; or b. An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime, The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person. or a pooling of equipment or income among persons when not for fair market value under an arm's lenglh agreement, shall be a prima facia case that one person controls another person. A person who knowingly enters into ajoint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 5. I understand that a "person" as defined in Paragraph 287.133( I )(e), Florida Statutes, means any natural person or entity organized under the laws of any slate or of the Uniled States wilh the legal power to enter into a binding eontract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers, directors, executives, paI1ners, harehoiders;-em oyees, members, and agents who are active in management of an entity. Robert T. Carballo, P.E, (Printed or Typed Legal Name of Affiant) I State of Florida County of Miami-Dade Sworn to and subscribed before me this 24~ day of APri I , 2007 by I I Notary Seal: ." P'V. Grace 6S O'~t'1o " . My Commission 00267742 ~")f ,~j ExpIres November 16. 2007 -./ Personally Known: I or Produced Identification Identification Produced: I 'I I I I I I I I I I I I I I I I I I SWORN S1' A TEMENT PURSUANT TO SECTION 287.133(3)(a) FLORIDA STATUTES. ON PUBLIC ENTITY CRIMES THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. l. This sworn statement is submitted to The City of Sunny Isles Beach by Consulting Engineering & Science, Inc. for RFQ No. 07-03-01 Professional General Engineering Consultant whose business address is 8925 SW 148th Street, Suite 100, Miami, FL 33176 and (if applicable) its Fcderal Employer Identification Number (FEIN) is LS , -,j 0 1 S" I~ (IF the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement: 2. I understand that a "public entity crime" as defined in Paragraph 287 ,133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly relatcd to the transaction of business with any public entity or with an agency or political subdivision of any other state or of the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the Unitcd Statcs and involving antitrust, fraud, theft, bribery. collusion, racketeering, conspiracy, or material misrepresentation. 3. I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July I, 1989, as a rcsult of a jury verdict, nOI~ury trial, or entry of a plea of guilty or nolo contendcrs. 4, I undcrstand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statutes, means: a. A predecessor or successor of a persoll convicted of a public entity crime; or b. An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity come, The term "affiliate" includes those officers, directors, executives. partners. shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 5. I understand that a "person" as defined in Paragraph 287.133(l)(e), Florida Statutes. means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity. or which otherwise transacts or applies to transact business with a public entity, The term "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of any ,,,,;,y~ II. J'JI6lII ~ S;t~A . O~T ',.r State of .flonda County of 1v\(O.fV\...I ~ Sworn to and subscribed before me this 24-t:::Ldayof f\()r I { '0e W~ (\Aor (0 s / 'GLQ.~ ame Printed, Stamped or Typed Personally Known: V 'j e..(+(~c.(,4.J (Printed or Typed Legal NUl e of AfI1ant) , 2007 by Notary Seal: ~ ~ Grace MoraleS ! ~ . My Commisslon 00267142 ~,,'J;..ol Expires November 16. 2007 Nota or Produced Identification _Identification Produced Page 8 of 9 RFQ 07-03-01 Engineering Srvs Bridge Revised (Addendum. I) I I I I I I I I I I I I I I I I I I I NON-COLLUSIVE AFFIDAVIT State of Florida County of Miami-Dade Robert T. Carballo, P.E., says that: being first duly sworn. deposes and (I) He/she is the (Owner, Partner. Officer, Representative or Agent) of: the Bidder that has submitted the attached Bid: (2) He/she is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; (3) Such Bid is genuine and is not a collusive or sham Bid: (4) Neither the said bidder nor any of its officers, partners, owners, agents, representatives, employees or parties in interest, including this affiant, have in any way colluded, conspired, connived or agreed, directly or indirectly, with any other Bidder or person to submit a collusive or sham Bid in connection with the Work for which the attached Bid has been submitted, or to refrain from bidding in connection with such Work, or have in any manner, directly or indirectly, sought by agreement or collusion, or communication, or conference with any Bidder, firm, or person to fix the prices in the attached Bid or of any other Bidder, or to fix any overhead, profit, or cost elements of the Bid price or the Bid price of any other Bidder, or to secure through any collusion, conspiracy. connivance, or unlawful agreement. any advantage against the City of Sunny Isles Beach, or any person interested in the proposed Work: (5) The price or prices quoted in the attached Bid are fair and proper and are not tainted by any collusion, conspiracy, connivance, or unlawful agreement on the part of the Bidder or any other of its agents. repre entati-ves,e rs, employees, or parties in interest, including this Affiant. Robert T. Carballo, P.E. (Printed or Typed Legal Name of Affiant) SIGNATU State of Florida ~ounty ?f Mia~i-Dade ,f<.-, Sworn to and subscrIbed before me thIS 2L/- - IZ-o \ok'/' -I- Co-hQ--' l 0 ~ day of Apn ( ,2007 by Notary Seal: ~'"t\. Grace Morales ! ~ . My Commission 00267742 "J.;"J;,.i EXpires November 16, 2007 Nt\ta y's Name Printed, Stamped or Typed Personally Known: / or Produced Identification Type: I I I I I I I I I I I I I I I I I I I NON-COLLUSIVE AFFIDAVIT State of Florida County of M I ~",; -t)AJ)(.. \. kp.r;Il.....' (Y1 ~ 1tc..lA..~ - VI u PIU.-StDtn+- being first duly sworn, deposes and says that: (I) He/she is the (Owner, Partner, Officer, Representative or Agent) of the Bidder that has submitted the attached Bid; President / Owner (2) He/she is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; (3) Such Bid is genuine and is not a collusive or sham Bid; (4) Neither the said bidder nor any of its officers, pmtners, owners, agents, representatives, employees or parties in interest, including this affiant, have in any way colluded, conspired, connived or agreed, directly or indirectly, with any other Bidder, firm, or person to submit a collusive or sham Bid in cOlmection with the Work for which the attached Bid has been submitted; or to refrain from bidding in connection with such Work; or have in any manner, directly or indirectly, sought by agreement or collusion, or communication, or conference with any Bidder, firm, or person to fix the price or prices in the attached Bid or of any other Bidder, or to fix any overhead, profit, or cost elements of the Bid price or the Bid price of any other Bidder, or to secme through any collusion, conspiracy, connivance, or unlawful agreement any advantage against the City of Sunny Isles Beach, or any person interested in the proposed Work; (5) The price or prices quoted in the attached Bid are fai.r and proper and are not tainted by any collusion, conspiracy, connivance, or unlawful agreement on the part of the Bidder or any other of its agents, representatives, owners, employees or parties in interest, including this Affial1tt{l&!} ". d&.~ MAIeU. / 51 T~E 8f, AF~3,~ State of Florida County of M 10M I CX:zcLQ Sworn to and subscribed before me this 24.:!-.::b day of N r ( I , 2007 by ZTrwl.-J Marcus- I.~ Notary's ~5tarnped or Typed Notary Seal: :~=.=~".f! ;" t" {{!' c,}. ..u'''. NO IcrT:(~e~ 1 f :("()7 ..Jf t'- .,.... Personally Known: ./ or Produced Identification _ Type: Page 9 of 9 RFQ 07-03-01 Engineering Srvs Bridge Revised (Addendum. I)