Craven Thompsonp PREPARED FOR RFQ NO. RMͳ21ͳ16 & Associates,, Inc. Project Management Engineering UTILITIES CONTINUING PROFESSIONAL SERVICES Landscape Architecture CATEGORY 2: GENERAL UTILITY ENGINEERING Surveying & Planning SUBͳCATEGORY: LAND SURVEYING, MAPPING, GEOTECHNICAL 3563 NW 53rd Street, Fort Lauderdale, FL 33309 JANUARY 12, 2021 Phone: (954) 739-6400 TA C Section

Section 1: Table of Contents 1

SECTION 1: TABLE OF CONTENTS

PAGE NO. SECTION 1: TABLE OF CONTENTS ▪ Table of Contents ...... 1-1 SECTION 2: LETTER OF INTEREST ▪ Letter of Interest ...... 2-1 SECTION 3: COMPANY HISTORY AND QUALIFICATIONS ▪ Company History and Qualifications ...... 3-1 SECTION 4: RELEVANT EXPERIENCE ▪ List of Relevant Experience ...... 4-1 ▪ Featured Projects ...... 4-2 ▪ Professional Resumes of Key Personnel ...... 4-4 ▪ Financial Statements for Past 3 Years ...... 4-20 ▪ Letters of Recommendation ...... 4-27 ▪ Current Contract Litigation ...... 4-33 ▪ Ability to Complete Project in a Timely Manner ...... 4-33 SECTION 5: QUALIFICATIONS AND EXPERIENCE ▪ Standard Form 330 ...... 5-1 ▪ Past Projects of Similar Size and Scope ...... 5-54 ▪ Company Information ...... 5-55 ▪ Subconsultants ...... 5-56 ▪ Professional Licenses ...... 5-57 SECTION 6: METHODOLOGY AND APPROACH ▪ Understanding of Town’s Needs, Goals and Objectives ...... 6-1 ▪ Vision, Methodology, and Approach to Town of Davie’s Projects ...... 6-2 ▪ Scheduling Methodology ...... 6-8 ▪ Firm’s Workload...... 6-9 ▪ Craven Thompson’s Equipment and Technology ...... 6-10 ▪ Familiarity with Policies, Procedures, and Design Requirements ...... 6-11 SECTION 7: REFERENCES ▪ References ...... 7-1 SECTION 8: REQUIRED FORMS ▪ Discipline of Service ...... 8-1 ▪ RFQ Checklist ...... 8-3 ▪ Affidavit of Eligibility for Local Vendor Preference ...... 8-4 • Business Tax Receipt ...... 8-5 ▪ Client Reference Form ...... 8-6 ▪ Required Bidder/Proposer Questionnaire ...... 8-7 ▪ Lobbying Interest Form ...... 8-8 ▪ Signature Page ...... 8-9 ▪ Source of Information Survey ...... 8-10 ▪ Vendor Registration Form...... 8-11 ▪ Contract List ...... 8-20 ▪ W-9 Form ...... 8-26 ▪ Insurance Certificate ...... 8-27 ▪ Addendum No. 1 ...... 8-28 ▪ Addendum No. 2 ...... 8-29 ▪ Addendum No. 3 ...... 8-30 ▪ Addendum No. 4 ...... 8-35 ▪ Addendum No. 5 ...... 8-36

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SECTION 2: LETTER OF INTERES T

January 12, 2021 Attn: Mr. Brian K. O’Connor, Procurement Manager Town of Davie 6591 Orange Drive Building B – Purchasing Davie, Florida 33314 RE: REQUEST FOR QUALIFICATIONS FOR UTILITIES CONTINUING PROFESSIONAL SERVICES TOWN RFQ NO. RM-21-16 Selection Committee Members: In response to the Town of Davie’s request for “Utilities Continuing Professional Services” under the Request for Qualifications No. RM-21-16, Craven, Thompson and Associates, Inc. is pleased to submit for selection in the following category: Group 2 – General Utility Engineering ▪ Land Surveying, Mapping, Geotechnical Craven Thompson is highly qualified and has extensive experience in the land surveying and mapping field. The personnel designated for this contract average between twenty and thirty years of experience in South Florida in this discipline. Craven Thompson currently has approximately thirty continuing services contracts with various governmental entities in the tri-county area with many of the relationships having been established well over ten years ago. Our practical, deadline-oriented professionals will work diligently to meet submission deadlines, which in turn helps minimize delays associated with permitting and construction. With over seventy professionals, our forward thinking, adaptability, and experience easily rivals that of a firm ten times our size. Craven Thompson has been working for the Town of Davie since 2002. This includes such projects as Eastside Infrastructure Improvements Phase I – SW 41st Place, Eastside Infrastructure Improvements Phases 2 & 3, Davie CRA Parking Lot, Westside Drainage, and Westend (Firefighters) Park, Fire Administration and Public Works Office Site Improvements, the addition of roundabouts at SW 136th Avenue and SW 14th Street & Hiatus Road and SW 26th Street, Craven Thompson also serves as the District Engineer for the Central Broward Water Control District, and the Tindall Hammack Irrigation & Soil Conservation District. In addition, we serve as the main engineering consultants for Nova Southeastern University. The Craven Thompson Principals designated for this contract is Richard Pryce, P.S.M., located in the main office in Fort Lauderdale. Supervisory and key personnel designated for the contract include Raymond Young, P.S.M., Mark Minter, P.E., Todd Bates, P.E., and David Reyes, all located in the main office in Fort Lauderdale. Principal Contact/Main Office/Office from Which Work Will Be Performed Craven, Thompson & Associates, Inc. 3563 NW 53rd Street Fort Lauderdale, Florida 33309 Telephone: (954) 739-6400 / Fax: (954) 739-6409 Contact: Richard D. Pryce, P.S.M., Vice President, Surveying & GIS / Email: [email protected]

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Craven Thompson commits to providing the Town with the creative and experienced staff (identified in this response) necessary to successfully perform surveying tasks. We will provide all staff time and resources needed to meet the goals, objectives, and expectations of the Town of Davie.

Over fifty-nine (59) years in business, and through scores of a wide variety of governmental projects, our seventy-five (75) employees have gained an invaluable skill set and extensive experience in providing quality professional services for an enormous diversity of projects for a variety of municipalities. These projects have ranged in size and complexity from small CCNA, single-task assignments to large, multi-scaled projects involving numerous sub-consultants and/or specialized services.

We sincerely appreciate the opportunity of providing this response to the Town of Davie and hope to continue to build upon the relationship we have with the Town and staff.

Sincerely,

CRAVEN THOMPSON & ASSOCIATES, INC.

RICHARD D. PRYCE, P.S.M. Vice President, Surveying & GIS RDP/tg

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SECTION 3: COMPANY HISTORY & QUALIFICATIONS

COMPANY HISTORY AND QUALIFICATIONS

For over fifty-nine (59) years Craven Thompson & Associates, Inc. has provided consulting services to governmental agencies throughout South Florida. We have provided some or all of the following services to numerous clients including: Civil Engineering, Surveying, Utilities Engineering, Transportation Engineering, G.I.S., Landscape Architectural and Construction Management/Engineering Inspection Services.

Craven Thompson was founded in 1962 and has a large group of professional engineers, graduate engineers, surveyors, G.I.S. specialists, landscape architects and planners. Craven Thompson has been providing engineering, surveying and CEI services for the past fifty-nine (59) years, landscape architectural services for the past thirty-six (36) years, and G.I.S. services for the past fifteen (15) years. Craven Thompson has seventy- five employees consisting of four Landscape Architects, one Landscape Designer, one Planner; thirty Civil Engineers, twenty-one Surveyors & GIS Specialists (includes field crews), two Construction Manager, five Construction Inspectors; two AutoCAD Technicians, and nine Administrative Personnel - four of which are clerical. Craven Thompson and our sub-consultants have extensive experience with projects involving roadways, drainage, water, wastewater, landscape architecture, surveying, and G.I.S.

Craven Thompson has been working for the Town of Davie since 2002. This includes such projects as Eastside Infrastructure Improvements Phase I – SW 41st Place, Eastside Infrastructure Improvements Phases 2 & 3, Davie CRA Parking Lot, Westside Drainage, and Westend (Firefighters) Park, Fire Administration and Public Works Office Site Improvements, the addition of roundabouts at SW 136th Avenue and SW 14th Street & Hiatus Road and SW 26th Street,

LAND SURVEYING

Providing Surveying services has been, and continues to be, an important portion of Craven Thompson’s business since 1962. Through selection and training of personnel and a program to obtain the best equipment available, we have developed a skilled and technically equipped Surveying Department, capable of conducting almost any type of survey. In addition to conventional boundary topographic and construction surveys, we have the experience to provide the latest in 3D Laser Scanning – High-Definition Surveying, Geodetic Control, PLSS Retracement, Hydrographic, Cadastral, Photogrammetric Control, Right-of-Way and Construction Surveys. We also have personnel and equipment to determine tidal datum’s and water boundary lines and can provide expert witness testimony. Through the utilization of our Global Positioning System, 3D Laser Scanner and total stations with state-of-the-art data collectors, our survey data can be imported into a CADD environment which can be plotted or transferred to our clients via e-mail or on CD/DVD. Craven Thompson continues to refine and adapt CADD and GIS to a broad spectrum of uses. This blend of high technology with personalized service forms the core of every Craven Thompson project. Our equipment includes the Hydrolite-TM for its portability and Hydrographic survey solutions.

Our recent GIS project experience includes G.I.S. and Surveying Storm Sewer System Data Collection for North Miami Beach, G.I.S. and Surveying Storm Sewer System Data Collection for Fort Lauderdale, the City of North Miami Beach Water & Sewer G.I.S., the City of Fort Lauderdale Sanitary G.I.S. and Survey Data Collection, and many other smaller scale projects.

In addition, we have developed high resolution LiDAR and mobile LiDAR to create surveying level topography and digital terrain models for a Master Stormwater Study for Hallandale Beach, North Miami Beach, and Aventura.

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CIVIL ENGINEERING

A large portion of our engineering group’s activities and efforts are devoted to the planning, and design of various infrastructure rehabilitation projects. This includes preparing plans, calculations, and specifications, permitting, conducting the necessary public meetings and hearings, bidding projects, coordinating the acquisition of easements as necessary for the construction of the project, coordinating and accommodating adjacent with stakeholders, inspecting the construction, performing contract administration for the construction, final certification and grant administration when applicable.

We provide Civil Engineering Services for the following types of projects:

▪ Water Distribution & Transmission Systems ▪ Traffic Calming Enhancements ▪ Reuse Water Systems ▪ Civil Engineering for Parks ▪ Lift Station Design ▪ Sanitary Sewer Collection and Transmission ▪ Storm Water Master Plan Systems ▪ Storm Water Management/Drainage System ▪ Utility Relocation Coordination ▪ ADA Sidewalk Considerations ▪ Basis of Design Reports ▪ Sustainable Design ▪ Utility Investigations ▪ Roadway Design ▪ Due Diligence ▪ CEI Services LANDSCAPE ARCHITECTURE

The Landscape Architecture Department at Craven Thompson was created in 1985 when its first Registered Landscape Architect joined the team. The Landscape Architecture Department was created in response to increased public and private concern for natural systems, environmental quality and community appearance. Craven Thompson has been actively engaged in Landscape Architecture ever since, resulting in hundreds of impressive landscape architectural projects in South Florida. Our Landscape Architects are readily available to provide services to conduct site planning for the initial conceptual planning stages of a project, as well as the landscape, hardscape, site amenity and irrigation plans.

Craven Thompson has designed many projects within the tri-county area, including parks, streetscape and median landscape and irrigation design. Additionally, as the consulting Landscape Architect for the City of Coconut Creek, Craven Thompson provides landscape plan code/permit review as well as meeting with residents on landscape issues.

We have designed a number of right-of-way landscaping and traffic calming projects in the South Florida area. Aesthetic features, such as streetlights, trees, berming, shrubs and other landscaping, can contribute to the unique character of a street and assist in mitigating resident concerns with regards to traffic, noise, and security concerns.

Craven Thompson has been actively engaged in land planning since the creation of the firm. We believe time is an important ingredient for any project, and proper planning minimizes the time in executing a project. We are prepared to provide land planning services in a professional manner to move projects to the design, approval and construction stage in the shortest possible time. One of the challenges that we have faced is working with municipalities that are dealing with small or decreasing budgets. We have accommodated these municipalities by preparing design reports and initial studies with budgets that are broken down into manageable phases.

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SECTION 4: RELEVANT EXPERIENCE

LIST OF RELEVANT EXPERIENCE (Group 2: Land Surveying, Mapping, Geotechnical) The following is a list of recent relevant projects: Project Name: Central Broward Water Control District West Basin Survey, Davie, Florida Project Description: Survey work included: established a GPS geodetic Control Network for horizontal and vertical positioning for the entire west basin, located and cross-sectioned all 37 Canals (500 cross- sections), located and verified all sizes and material of 400 Culverts, provided over 6,000 elevations, and entered all survey data into Autodesk Storm & Sanitary Analysis Project. Owner: Central Broward Water Control District Time to Complete: 1 year Consulting Fees: $350,000.00 Construction Cost: Not Applicable Project Name: Nova Southeastern University – FAA Storage Facility Final As-built Survey, Davie, Florida Project Description: The project included the construction of a 4,200 square foot storage facility on 1.8 Acres within Zone 2 of the Nova Southeastern University (NSU) Campus in the Town of Davie. Craven Thompson prepared a Final Boundary Survey for the FAA site once all improvements were completed. The boundary survey included the recovery of property boundary monumentation, and the location of all aboveground visible improvements (i.e., buildings, pavement, striping, slabs, fences, and utility features), within the property boundary. Time to Complete: 4 months Consulting Fees: $3,950.00 Construction Cost: Not Applicable. Project Name: Hallandale Beach City-Wide Geodetic and Control Survey for Aerial LiDAR, Hallandale Beach, Florida., Project Description: The project consisted of Surveying & Mapping with Aerial LiDAR for a Basis of Design Report for Hallandale Beach, Florida. The survey included a GPS control network to meet horizontal and vertical accuracies to 0.10 feet on all hard surfaces within the City Limits. This included setting 188 aerial targets to control an area of about 26,000 acres from Pembroke Road, south to the Broward / Miami-Dade County line and from the Atlantic Ocean west to I-95. Owner: City of Hallandale Beach Time to Complete: 4 months Consulting Fees: $43,398.00 Construction Cost: Not Applicable Project Name: Northridge Bus Shelter Survey/Sketch & Legal Description, Oakland Park, Florida Project Description: This survey included the location of all visible fixed improvements between the north edge of pavement for Commercial Boulevard, north to the back of the existing parking lot. The area surveyed was from the east edge of the west entrance to Northridge Shopping Plaza, east for approximately 500 feet. The survey also included elevations sufficient for engineering design. Owner: City of Oakland Park Time to Complete: One week Consulting Fees: $1,215.00 Construction Cost: Not Applicable Project Name: Boundary Survey of FPL Parcel, Southwest Ranches, Florida Project Description: Craven Thompson prepared a boundary survey for closing purposes of proposed right-of-way for Southwest 190th Avenue, being the east thirty (30) feet of the property owned by Florida Power and Light Company., Owner: Town of Southwest Ranches Time to Complete: 2 weeks Consulting Fees: $1,100.00 Construction Cost: Not Applicable Project Name: Main Street Topographic & Boundary Survey and Wetlands Delineation, Coconut Creek, FL Project Description: This project involved a Wetlands Delineation, Boundary and Topographic Surveys for the Main Street Development in Coconut Creek, Florida. Craven Thompson walked the wetland perimeter of the wetland with JJ Goldasich and Associates to stake the limits of the existing wetlands and returned to survey and define those limits. Owner: Southstar Development Partners, Inc, Time to Complete: 2 months Consulting Fees: $19,500.00, Construction Cost: Not Applicable

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FEATURED PROJECTS (Group 2: Land Surveying, Mapping, Geotechnical)

Featured Project No. 1 a. Name of project: SW 190th Avenue Topographic Survey b. Name of the entity for which the work was performed: Town of Southwest Ranches c. Address and location: SW 190th Avenue, Southwest Ranches, Southwest Ranches, Florida d. Brief description of the project, and the scope of services: Craven Thompson prepared a topographic survey of SW 190th Avenue, from one hundred (100) feet south of SW 49th Street, to the north edge of pavement of Griffin Road, approximately 1,215 LF in length. The survey consisted of the existing twenty (20) foot wide of platted right-of-way, and a minimum of thirty (30) feet west and twenty-five (25) feet east of the existing right-of-way, for locations and topographic elevations. At the intersections of Griffin Road and SW 49th Street, the locations included up to one hundred (100) feet east and west of each intersection. e. Names of key personal that participated in the project: Richard D Pryce, P.S.M. f. Amount of your initial contract award: Craven Thompson’s Fees: $10.900.00 g. Total number and value of change orders during construction: Not a construction project h. Final cost of the entire project: $10,900.00 i. Name of reference/contact person and a current telephone number of an individual from the entity who can knowledgeably discuss your firm's role and performance in the project: Ms. Emily McCord-Aceti Community Services Manager Town of Southwest Ranches 13400 Griffin Road Southwest Ranches, Florida 33330 Phone: (954) 343-7453 Email: [email protected]

Featured Project No. 2 a. Name of project: Fort Lauderdale Storm Water Master Plan - GIS & Surveying b. Name of the entity for which the work was performed: City of Fort Lauderdale c. Address and location: Citywide Fort Lauderdale, Florida d. Brief description of the project, and the scope of services: The survey limits of this project are described as the entire City limits of Fort Lauderdale. The City was flown with high density aerial LiDAR to a vertical accuracy of 0.15 feet across the entire City. From the Lidar we created a 2-foot grid Digital Elevation Model of the ground for modeling drainage flow. This required a GPS Control Network, and 309 ground control for the flight, performed over 5,000 verification shots on hard surfaces at major roadways across the city. The second part of this survey was to collect and evaluate 5,400 storm structures with Rims, Inverts, Pipe Size, material, and research As-built records of the City in the Stormwater system and provide the data to the City in ArcGIS Geodatabase conforming to their GIS Model Schema. e. Names of key personal that participated in the project: Richard D. Pryce, P.S.M., Raymond Young, P.S.M., Todd Bates, P.S.M., David Reyes f. Amount of your initial contract award: Craven Thompson’s Fees: $800,000.00 g. Total number and value of change orders during construction: Not a construction project. h. Final cost of the entire project: $800,000.00

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i. Name of reference/contact person and a current telephone number of an individual from the entity who can knowledgeably discuss your firm's role and performance in the project: Mr. Rares Petrica, MBA, P.E. Senior Project Manager City of Fort Lauderdale Public Works Department 100 N. Andrews Avenue Fort Lauderdale, Florida 33301 Phone: (954) 828-6720 Email: [email protected]

Featured Project No. 3 a. Name of project: Hollywood Lift Station W-14 Survey b. Name of the entity for which the work was performed: City of Hollywood c. Address and location: Southeast corner of Monroe Street and South 56th Avenue, Hollywood, Florida d. Brief description of the project, and the scope of services: Craven Thompson obtained field survey information and prepared an as-built survey for the existing sewage Lift Station W14 using the 3D Laser Scanner. The survey information included detailed dimensions on pipes, pumps, panels, tanks, etc. e. Names of key personal that participated in the project: Richard D. Pryce, P.S.M. f. Amount of your initial contract award: Craven Thompson’s Fees: $6,700.00 g. Total number and value of change orders during construction: Not a construction project. h. Final cost of the entire project: $6,700.00 i. Name of reference/contact person and a current telephone number of an individual from the entity who can knowledgeably discuss your firm's role and performance in the project: Mr. Clece Aurelus, P.E. Engineering Manager City of Hollywood 1621 N. 14th Avenue Hollywood, Florida 33019 Phone: (954) 921-3930 Email: [email protected]

PROFESSIONAL RESUMES OF KEY PERSONNEL Professional Resumes of Key Personnel are included in this Section, starting on the next page.

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RICHARD D. PRYCE, P.S.M. PROJECT MANAGER LAND SURVEYING AND MAPPING

Mr. Pryce has over fifty years of experience surveying in South Florida. He has specialized in all aspects of the land surveying & mapping profession and has also specialized in developing GIS/Survey applications using ESRI ArcGIS software since 1990. Mr. Pryce has been fully trained on Leica 3D Laser Scanners and 3D Modeling He has also been developing ways to analyze Lidar data for City-wide Storm water and Drainage studies. Relevant Experience: Pine Island Road Drainage As-builts for BCHCED | Broward County, Florida | Lead Surveyor - Craven Thompson prepared Record Drawing of Drainage

Firm: Structures on Pine Island Road for Broward County Highway Construction & Engineering Division. We established horizontal control points within the project Craven Thompson & area. All survey control horizontal locations were tied into the State Plane, Associates, Inc. Florida East Zone, NAD 83/90 Coordinate system. 3563 NW 53rd Street Fort Lauderdale, Florida 33309 Stormwater Master Plan Survey & GIS: (LiDAR, Geodetic Network, Stormwater education Data Collection) | Fort Lauderdale | GIS Coordinator - Mr. Pryce managed the Broward Community College, 28,000-acre LiDAR mapping and stormwater data collection for the City of Fort Associate of Science in Lauderdale. Used high-density LiDAR to create a ground surface model of the Criminal Justice (1978) City and updated their stormwater structures and pipes in GIS from field years of experience measurements from 3 survey crews. LiDAR was used to map 125 miles of Total: 50; With Firm: 16 canals and seawalls, and prep for GIS modelers to use for taking sea-level rise licenses/certifications into account. Professional Surveyor Sanitary Sewer Mapping - GIS and Surveying | Fort Lauderdale | Principal Survey and Mapper: LS4038 (1983) / GIS Manager - Responsible for establishing Primary and Secondary Vertical publications Control with over 3,000 new benchmarks for Sanitary Sewer Mapping of the City, Co-author POB Magazine - including As-built/Inventory 5,917 Sanitary Manholes, 190 pump Stations, 15 “22,000 Acres and Counting” meters, and 80 miles of force mains and their associated valves. November 1998 Co-author POB Magazine - Stormwater GIS/Data Collection Project | North Miami Beach, Florida | Principal “The CAD Resolution” Survey/GIS Manager - The City is divided into six (6) zones and that September 1999 structure/pipe data was collected within each zone and identified by zone and affiliations structure numbers. GIS data was collected and processed utilizing the City’s Past Director - Broward County existing Unit ID naming system in the geodatabase. The CTA data was collected Chapter of Florida Surveying & by a Unique ID. Craven Thompson provided the City with a copy of the updated Mapping Society geodatabase with all the proposed data fields to be collected for review. The GIS data collected consisted of: Structure type (junction, inlet, control structure, State & County Chapters, Florida Surveying & Mapping Society drainage well): Pipes: Culvert and Outfalls: and Headwalls and Seawalls. American Congress on L-12 Canal ROW Annexation Easement Sketch & Legal Description | Greenacres, Surveying and Mapping Florida | Craven Thompson prepared a sketch and description for a portion of National Society of the LWDD L-12 canal right-of-way between Raulerson Drive and Military Trail as Professional Surveyors part of the effort to annex the property. This task included calculating the area of American Society of the property description. Photogrammetry and Remote Sensing

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RICHARD D. PRYCE, P.S.M. (continued) NE 167th Street Topographic Survey | North Miami Beach, Florida | Principal Surveyor Craven Thompson was selected by the City of Miramar to survey, design, permit, and provide construction services for Phase II of their Historical Area Complete Streets Project. The project includes surveying, landscape and engineering design, permitting and construction services for complete streets bounded by Pembroke Road to the north, County Line Road to the south, SW 62nd Avenue to the west, and State Road 7 to the east. The project includes six (6) streets in the Historical Area. The improvements include: sidewalks, ADA ramps, crosswalks, pedestrian level lighting, landscaping and hardscape. The City received a grant through the Broward Redevelopment Program for the improvements. NE 188th Street Seawall Survey | Aventura Florida | Principal Surveyor Craven Thompson prepared a topographic survey of the concrete seawall north of the Aventura City of Excellence School, lying north of NE 188th Street, approximately 690 linear feet. This Topographic survey met all of the current surveying requirements of the Board of Professional Surveyors and Mappers of the State of Florida and included recovery of property monumentation along the seawalls, the location of all aboveground visible fixed improvements from the water’s edge of the seawall, landward for approximately 25 feet, including trees with a trunk size of 3” diameter or greater. Elevations were measured sufficient for engineering design and cross sections were shown at 50-foot intervals. ADA Ramp Replacement/Installation Specific Purpose Survey | Miami Springs, Florida | Surveying Project Manager - Craven Thompson was retained by the City of Miami Springs to assist with the surveying, design and permitting of new and replacement ADA ramps throughout the City. The project is funded through the legislative appropriation process. The project includes surveying and field evaluation of intersections throughout the City. Waterways Park | Aventura, Florida | Principal Surveyor A 7-acre municipal park located within the City of Aventura. The park includes a baseball field; multi-purpose field; basketball course; exercise path and par course; picnic pavilion; playground; administration building; guardhouse and parking area. Craven Thompson was the Prime Consultant for the project and services included surveying, engineering design, architectural design, landscape architecture, electrical engineering, permitting, geotechnical services, environmental services, bidding assistance and construction administration. The project involved the relocation of a major FPL transmission line, high mast sports field lighting and off-site utility construction. North Miami Beach Sewer & Water GIS Project | North Miami Beach, Florida This project for North Miami Beach Utility Department was undertaken to create an ArcGIS geodatabase of water and sanitary sewer system for the entire services area. The goal of this project was to provide Survey/GIS grade data without the expense of surveying the entire water and sanitary sewer system. To accomplish this goal, Craven Thompson performed a citywide GPS horizontal and vertical Control survey. Mr. Pryce was the project manager and was directly involved in the AutoCAD GIS conversion, and creation of the GIS map & attributes. The parcel maps and geodatabase are based on the GPS control network, converting and geo-referencing the original As-Built AutoCAD files to State Plane, Florida East Zone, NAD 8390 HARN, units US Survey Feet inside of the Autodesk environment. The geo-referencing of the AutoCAD files was performed based on the survey quality maps, as-builts and from high definition (3” pixel) aerial photography. The high-density photography, when overlaid into AutoCAD was necessary to allow the GIS technician to visually id, manholes, valves, fire hydrant and other features to geo-reference AutoCAD files which often were graphically depicted and not survey accurate. Hollywood As-built Tidal Structures - North & South Lakes | Hollywood, Florida | Principal Surveyor Prepared a Topographic (As-built) survey of twenty-one (21) Storm water outfalls draining into North Lake and three (3) Storm water outfalls draining into South Lake in the City of Hollywood, Florida. The survey included outfall locations covering the project area based on plats, right-of-way maps, and information from Broward County and the City.

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RICHARD D. PRYCE, P.S.M. (continued) Hollywood As-built Tidal Structures - North & South Lakes | Hollywood, Florida | Principal Surveyor Prepared a Topographic (As-built) survey of twenty-one (21) Storm water outfalls draining into North Lake and three (3) Storm water outfalls draining into South Lake in the City of Hollywood, Florida. The survey included outfall locations covering the project area based on plats, right-of-way maps, and information from Broward County and the City. Lapointe Property - ALTA/ACSM Land Title Survey | Broward County, Florida | Survey Project Manager Craven Thompson & Associates, Inc. was hired by Broward County Real Property Division for an updated ALTA/ACSM Land Title Survey, of that certain property known as the “LaPointe” Property, at the northeast corner of Griffin Road and I-95, with Broward County Tax ID Number 504228120010. Hydrographic and Stormwater Infrastructure Survey | Greenacres, Florida | Survey Project Manager Along with our sub-consultant, we created a survey from high resolution, low level LiDAR and ground surveying. The survey included roadways and canal cross-sections for proposed Drainage Improvements. Also included Right-of-way surveys, storm drains, canals and ditches along 1st Street in the Original Section area of the City of Greenacres and a portion of Lake Worth Canal E-3 (cross sectioned). Palm Beach Villas Sidewalk Survey | Greenacres, Florida | Survey Project Manager Craven Thompson provided professional surveying services, for the sidewalk project. The survey locations consisted of four sections of Empire Way (2,200’), portions of Toga Way (210’), Nicia Way (120’), and Centurian Way (650’). The entire project totaling 3,180 lineal feet was surveyed for sidewalk design. This survey consisted of preparing a design survey of the roadways noted above. The limits of the survey were one- half right-of-way on the side of the proposed sidewalk, from the crown of road to the right-of-way line, plus 5- feet beyond where accessible. The width was expanded to depict the nature of the topography at the lake and canals, along Empire Way, again where accessible. We prepared calculations covering the project area based on the plats, property appraiser records and deeds, to determine the location of the right-of-way lines and property lines. Craven Thompson recovered right-of-way monumentation, property corners and other horizontal survey control in the project area, to determine the location of the streets noted above, and the affected properties. We set horizontal control points in convenient locations, along the roadways for survey data collection. We established vertical control (benchmarks) on the horizontal control points along the survey route, for topographic data collection and future grading. These benchmarks were relative to the North American Vertical Datum of 1988 (NAVD88). Boundary Survey of FPL Parcel | Southwest Ranches, Florida | Lead Surveyor Craven Thompson prepared a boundary survey for closing purposes of proposed right-of-way for Southwest 190th Avenue, being the east thirty (30) feet of the property owned by Florida Power and Light Company. The survey included setting the property boundaries with semi-permanent monumentation, and locations of aboveground visible improvements within its limits. NW 21st Avenue Broward County Right of Way Survey | Broward County, Florida | Lead Surveyor This 1.2-mile roadway project consisted of widening the existing three (3) lane road (north-south and bi- directional turn lane) to a five (5) lane road (2 north-south travel lanes and a bi-directional turn lane). The Project included a 72” Diameter regional storm drain system that will provide flood protection to approximately 500 acres of existing developments. The 72” storm drain was jacked under the CSX Railroad Tracks and a new outfall was constructed in the C-13 Canal. The work included approximately 5,000 linear feet of water main and force main installation, curb and gutter, landscaping, irrigation, lighting & signalization. Boundary Survey and Sketch & Legal for Ingress/Egress Easement | Southwest Ranches, Florida Prepared a boundary survey of a portion of Parcel 1, owned by GUS ASSETS, LLC, as defined by the legal description in Certificate of Title, recorded as Instrument Number 113107329, in the Public Records of Broward County, Florida. Prepared a separate sketch and legal description of an ingress and egress easement, running along the existing driveway and extending northerly, to the north boundary of Parcel 1.

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RICHARD D. PRYCE, P.S.M. (continued) Greenacres Digital Topo Mapping | Greenacres, Florida | Survey Project Manager The project consisted of Aerial LiDAR mapping of the portion of the City of Greenacres lying north of Lake Worth Road for submittal to FEMA to be included in the latest Flood Mapping updates. The survey included a GPS network of control to meet horizontal and vertical accuracies to 0.10 feet on all hard surfaces within the project area. This consisted of setting 20 aerial targets to control an area of about 7,700 acres from Southern Boulevard, south to Lake Worth Road and from Military Trail west to Pinehurst Drive. Our survey crews then ran level loops and cross-sections over 304 ground truth checks on hard surfaces at 30 street intersections across the City with accuracy of 0.09 feet at one sigma and 0.18 feet accuracy at 95% two-sigma. The LiDAR was flown by our subcontractor, Pickett & Associates, and checked by Craven Thompson. Southwest Ranches Town Hall Survey | Southwest Ranches, Florida | Principal Surveyor Craven Thompson prepared a boundary and topographic survey, a boundary plat, plat revisions, and certified corner records for the Southwest Ranches Town Hall Parcel. This included recovery and/or setting of the existing boundary and/or right-of-way monumentation, establishing two (2) site benchmarks on, or adjacent to the property, locating of all existing aboveground visible improvements within the survey limits, including buildings, pavement, walkways, slabs, fences, utilities, trees, and signs, locating of all aboveground and visible utilities features on, or immediately adjacent to the site. Cypress Park Survey | Sunrise Florida | Principal Surveyor Cypress Preserve Park was a 7.93-acre vacant site located on the east side of NW 90th Terrace between Oakland Park Boulevard and NW 38th Street. Craven Thompson prepared a boundary and topographic survey for the site. The survey was used as a base map for engineering and landscape architecture. SW 36th Street Topographic & Right-of-Way Survey | Davie, Florida | Principal Surveyor - Craven Thompson performed and topographic and right-of-way survey and created an engineering base map for design purposes. Project consisted of roadway, roadway drainage, utility and landscape/hardscape improvements to SW 36th Street in Davie. The existing roadway section was approximately 22’ wide and was expanded to 25’ wide. SW 36th Street was designed as a two (2) lane divided boulevard from College Avenue to SW 76th Ave. within a 75-foot public right-of-way width. King Fisher Canal Hydrographic Survey | Deerfield Beach, Florida Project Manager for Hydrographic Survey of existing canal to determine amount of silt at bottom for dredging and engineering purposes. Survey included GPS network control, Benchmark establishment, and Hydrographic survey using Hydrolyte Echo sounding equipment. SW 190th Avenue Topographic Survey | Southwest Ranches, Florida | Project Manager Craven Thompson prepared a topographic survey of SW 190th Avenue, from one hundred (100) feet south of SW 49th Street, to the north edge of pavement of Griffin Road, approximately 1,215 linear feet in length. The survey consisted of the existing twenty (20) foot wide of platted right-of-way, and a minimum of thirty (30) feet west and twenty-five (25) feet east of the existing right-of-way, for locations and topographic elevations. At the intersections of Griffin Road and SW 49th Street, the locations included up to one hundred (100) feet east and west of each intersection.

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RAYMOND YOUNG, P.S.M. LAND SURVEYOR AND MAPPER

Mr. Young has thirty-nine years of experience surveying in South Florida. He has performed both field and office work on a variety of projects both large and small. He is experienced in all aspects of surveying including boundary, topographic,

construction layout, ALTA mortgage, as-built, control and location surveys. He has prepared numerous plats and has been involved in the recordation of these plats. Related Work Experience (Partial Listing): Hydrographic and Storm Water Infrastructure Survey | Greenacres, Florida | Surveyor - Along with our sub-consultant, Craven Thompson created a survey from high resolution, low level LiDAR and ground surveying. The survey included roadways and canal cross-sections for proposed Drainage Improvements. Also, included Right-of-way surveys, storm drains, canals, and ditches along 1st Street in Firm: the Original Section area of the City of Greenacres and a portion of Lake Worth Craven Thompson & Canal E-3 (cross sectioned). Associates, Inc. Livable Neighborhood Improvement Project - Vista Verde Phases 1A & 1B Survey | rd 3563 NW 53 Street Miami Gardens, Florida | Surveyor - Mr. Shahan provided surveying services for the Fort Lauderdale, Florida 33309 project which included surveying from right-of-way to right-of-way and 10’ beyond for 2000 LF of roadway right-of-way. This involved location of all visible above years of experience ground improvements as well as obtaining inverts for storm and sanitary Total: 39; With Firm: 27 structures. Mr. Shahan then developed an engineering base map for design. licenses/certifications Main Street Topographic & Boundary Survey and Wetlands Delineation | Coconut Professional Surveyor Creek, Florida | Surveyor - This project involved a Wetlands Delineation, Boundary and Mapper: LS5799 and Topographic Surveys for the Main Street Development in Coconut Creek, Florida. Craven Thompson walked the wetland perimeter of the wetland with JJ affiliations Goldasich and Associates to stake the limits of the existing wetlands and returned Florida Society of to survey and define those limits. Professional Surveyors and NE 203rd Street Sidewalk Improvement Survey | Aventura, Florida | Surveyor Mappers Mr. Young prepared a topographic survey specific to the preparation of improvements along NE 203rd Street from NE 29th Place to NE 29th Court. The improvements consist of the addition of a sidewalk from the existing bus stop on NE 29th Place (on the west side of the roadway) to the northeast corner of NE 29th Court at NE 203rd Street, including a marked crosswalk across NE 29th Court. The topographic survey was of the existing right-of-way of NE 203rd Street from 100 feet west of NE 29th Court to NE 30th Avenue containing 500 LF of road. University School Ballfield Topographic Survey | Davie, Florida | Surveyor The Baseball Field was designed for The University School which is a private High School affiliated with NSU and located within the campus. The field consists of a restroom facility, concession facility, concrete dugouts with storage capabilities, and bleachers. Nova Southeastern University – Parking Garage Construction Layout | Davie, Florida | Surveyor - Craven Thompson calculated the position of, and field staked seventy-seven (77) pilings for the parking garage at NSU. We placed a 60d nail or ⅝” iron rod at the center of each piling.

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Ray Young (continued) East Las Olas Boulevard Forcemain Survey | Fort Lauderdale, Florida | Project Surveyor Prepared Topographic Survey of that portion of the above referenced project, sufficient for engineering design of the Force Main Improvements. This survey included the Rights of Way of Las Olas Boulevard from SE 17th Avenue to Lido Drive. The survey also included recovery of pertinent boundary corners, location of aboveground visible improvements, including pavement, slabs, fences, trees, utility features, walls, etc. Boundary Survey and Sketch & Legal for Ingress/Egress Easement | Southwest Ranches, Florida | Surveyor Prepared a boundary survey of a portion of Parcel 1, owned by GUS ASSETS, LLC, as defined by the legal description in Certificate of Title, recorded as Instrument Number 113107329, in the Public Records of Broward County, Florida. Said survey to include just the boundary lines of Parcel 1, together with the location of the existing north-south asphalt driveway, along the westerly line of said Parcel 1, and prepared a separate sketch and legal description of an ingress and egress easement, running along the existing driveway and extending northerly, to the north boundary of Parcel 1. Prospect Road Plaza Survey | Oakland Park, Florida | Surveyor Mr. Young prepared a boundary and topographic survey of the above property, based on a legal description provided by the City. The survey consists of the two (2) separate undesignated tracts of land approximately 1.5 acres each, being contiguous with and lying south of North Andrews Gardens. Lake Worth 2020 Master Plan - R.O.W./Topographic Survey | Lake Worth, Florida | Surveyor Mr. Young prepared a boundary and topographic survey of the rights-of-way covering approximately 3.25 miles of roadway. The survey meets all of the current surveying requirements of the Board of Professional Surveyors and Mappers of the State of Florida, as defined in Chapter 5J-17.050 - .052, Florida Administrative Code. L-12 Canal ROW Annexation Easement Sketch & Legal Description | Greenacres, Florida | Surveyor Mr. Young prepared a sketch and description for a portion of the LWDD L-12 canal right-of-way between Raulerson Drive and Military Trail as part of the effort to annex the property. This task included calculating the area of the property description. Greenacres - Digital Topographic Mapping for FEMA Flood Map | Greenacres, Florida The survey included a GPS network of control to meet horizontal and vertical accuracies to 0.10 feet on all hard surfaces within the project area. This consisted of setting 20 aerial targets to control an area of about 7,700 acres from Southern Boulevard, south to Lake Worth Road and from Military Trail west to Pinehurst Drive. Our survey crews then ran level loops and cross-sections over 304 ground truth checks on hard surfaces at 30 street intersections across the City with accuracy of 0.09 feet at one sigma and 0.18 feet accuracy at 95% two sigma. The LiDAR data was delivered and accepted by FEMA. Town of Davie 20’ Wide Utility Easement | Davie, Florida | Surveyor Prepared a sketch and legal description for a 20-foot-wide utility easement, running along the northerly boundary of the Nova High School and Nova Blanche Forman Elementary School, extending from the east right-of-way line of College Avenue, easterly to the west right-of-way line of Davie Road, approximately 2,310 feet. Storm Sewer Outfall Replacement to SFWMD C-17 Canal Survey | Lake Park, Florida | Survey Project Manager - He prepared an As-built survey of the 2 outfalls and 2 drainage structures in the City of Lake Park, and including 1 structure at the car wash property and the next 4 drainage structures upstream from and south of the Firestone property within the North Lake Blvd. R.O.W. The survey included 3 hydrographic cross- sections of a portion of SFWMD Canal C-17 at the 2 outfall locations to show the existing bank slope above and below the water out to the edge of water of the canal.

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MARK MINTER, P.S.M. LAND SURVEYOR AND MAPPER

Mr. Minter is an experienced surveyor with over forty-five years surveying. He has performed many aspects of surveying in many different capacities including Project Surveyor, Field Crew Supervisor and Survey Crew Chief. He has surveyed

several large-scale projects from the beginning (design) to end (final construction) phases. Mr. Minter has also performed field and office work in boundary, route surveys, as-built, route, quantity, topographic, hydrographic, and location surveys.

Mr. Minter is also fully trained on Leica 3D Laser Scanners and 3D Modeling for use in High Density Surveying. He has used this technology on several projects to obtain much needed critically accurate information under unique circumstances. Related Work Experience:

Fort Lauderdale - Hollywood International Airport - Water and Wastewater System Firm: Master Plan | Fort Lauderdale, Florida - Create an updated Water and Wastewater Craven Thompson & Utility Atlas in ESRI ArcMap format from GPS utility locations and as-built surveys Associates, Inc. by others. Field locate manholes and lift stations with GPS and verify sewer pipe 3563 NW 53rd Street connections and sizes and then update Broward County GIS database at FLL. Fort Lauderdale, Florida 33309 Combine GIS/CAD data into ArcGIS platform using BC GIS schema. Topographic Survey at the Intersection of SE 3rd Avenue & Las Olas Boulevard | years of experience Fort Lauderdale | Florida | Project Surveyor - The survey limits of this project are Total: 45; With Firm: 14 described as the full rights-of-way of Las Olas Boulevard and Southeast 3rd Avenue, at their intersection in downtown Fort Lauderdale, together with seventy-five (75) licenses/certifications feet north, south, east, and west of the edge of curbs at the intersection. Professional Surveyor and Mapper: LS5785 Port Everglades Passenger Bridge Load Study | Fort Lauderdale, Florida Project Surveyor. Study of mobile passenger loading bridges for stress from empty education to under maximum load for durability and structure failure. This was in response Stockton State College to the failure of the loading bridge to the Queen Mary II. (1972 - 1974) Harlem McBride Drainage Improvements | Oakland Park, Florida Survey Project Manager responsible for 3-D High-Definition Laser Scanning. affiliations Design of 1.5 mile of road and rights-of-way. Project cost - $1 Million. Florida Society of Professional Surveyors and Garden Acres Neighborhood Improvements | Oakland Park, Florida Surveyor. Topographic survey of sites for design of future Utilities and Roadway Mappers improvements.

City of Miami Gardens Livable Neighborhoods | Miami Gardens, Florida Project Manager. Design survey of four areas of Miami Gardens. Total size - Approx. 190 acres plus. Survey existing roadways and common use areas for re- design. Approximate total project cost - $15 Million. NW 41st Place | Davie, Florida | Surveyor Mr. Minter prepared the design survey for SW 41st Place Infrastructure Improvements for the CRA in 2010. This project included the demolition of existing utilities, installation of large diameter storm drain, water main, sanitary sewer, and roadway/sidewalk as part of Phase I of the Eastside Infrastructure Improvements.

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Mark Minter (continued) North County Neighborhood Improvement Project, Bid Package 9, 10, and 11 | Pompano Beach, Florida Prepare Record Drawings of Water, Sewer, Drainage and Reclaimed Water from contractors’ as-builts. This also requires 30% field verification of contractor’s as-builts. Hallandale Beach City-Wide Geodetic and Control Survey for Aerial LiDAR | Hallandale Beach, Florida The survey included a GPS control network to meet horizontal and vertical accuracies to 0.10 feet on all hard surfaces within the City Limits. This included setting 188 aerial targets to control an area of about 26,000 acres from Pembroke Road, south to the Broward / Miami-Dade County line and from the Atlantic Ocean west to Interstate 95. We ran level loops and cross-sections over 862 ground truth checks on hard surfaces at 80 street intersections across the City with accuracy of 0.05 feet at 67% (one sigma) and 0.10 feet accuracy at 95% (two sigma). NCCNIP UAZ-308 | Dania Beach, Florida Prepare Record Drawings of Water, Sewer and Drainage from contractors as-builts. This also requires 30% field verification of contractor’s as-builts. Government Cut Utilities (Fisher Island & Port of Miami Waterways) | Miami Beach, Florida Survey of two 100-foot-deep Culvert shafts for the set of tunneling under the Port waterways between the shafts using Global Positioning Systems, Conventional Survey Methods together with 3-D Laser Scanning for the Micro tunnel equipment. River Oaks Neighborhood | Fort Lauderdale, Florida 3-D Laser Scanning of approximately 5 miles of roadway to create a Three-Dimensional Terrain Model for Drainage Studies. Oakland Park Boulevard Passive Park | Sunrise, Florida Survey Project Manager. Topographic survey of sites for design of future parks for recreation and natural preserves. Project size is 7.925 acres.

NW 44th Street Passive Park | Sunrise, Florida Survey Project Manager. Topographic survey of sites for design of future parks for recreation and natural preserves. Project size is 13.31+/- acres. Nob Hill Road Passive Park | Sunrise, Florid Survey Project Manager. Topographic survey of sites for design of future parks for recreation and natural preserves. Project size is 4.69+/- acres.

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TODD BATES, P.S.M. LAND SURVEYOR AND MAPPER

Mr. Bates over twenty (20) years of experience surveying in South Florida. He has performed both field and office work on a variety of projects both large and small. He is experienced in all aspects of surveying including LiDAR, hydrographic,

boundary, topographic, route, construction layout, ALTA mortgage, as-built, control, location surveys, as well as Geographic Information Systems. Related Work Experience (Partial Listing): City of Fort Lauderdale Modeling and Design Implementation of Storm Water Master Plan | Fort Lauderdale, Florida | Project Surveyor. Responsible for directing survey data collection, GIS analysis, LiDAR analysis as well as assisting others team members. Provided oversight for field data acquisition of storm water infrastructure attributes needed to populate an existing GIS Database. Firm: City of Fort Lauderdale Sewer Design Implementation – Wastewater/Sewer Data Craven Thompson & Collection and Control Mapping Plan | Fort Lauderdale, Florida | Project Surveyor Associates, Inc. / GIS Analyst. Performed in the role of Project Surveyor while assisting creating a rd 3563 NW 53 Street GIS water utility Mapping Plan for the entire City of Fort Lauderdale. Directly Fort Lauderdale, Florida 33309 managed the Sewage Pumping Station task while providing personnel oversight years of experience and utilizing GIS analysis tools. Assisted with oversight for the company’s GIS Total: 20; With Firm: 4 department to ensure that survey data accuracy standards were achieved. Utilized “Cloud” based Trimble TerraFlex software to perform GIS analysis. Processed both licenses/certifications GNSS and conventional survey field data and supervised multiple survey/GIS field Professional Surveyor crews. and Mapper: LS7165 (2018) Nova Southeastern University Stormwater | Davie, Florida | Project Surveyor. affiliations Responsible for QA/QC analysis for the GIS department, performing GIS edits, Florida Society of Professional evaluating field data collection, and ensuring that GIS attribute data was Surveyors and Mappers, processed correctly. Broward County Chapter Vice-President (2019-Present) Florida Department of Transportation (FDOT), District 4 and District 6, Districtwide Miscellaneous Services Contract-South Florida - Party Chief. Supervised a wide American Society of Civil variety land surveying assignment throughout Southeast Florida region as a chief Engineers - Utility Engineering field surveyor. Utilized LiDAR, GNSS, and conventional land surveying techniques and Surveying Institute in order to perform digital terrain modeling, subsurface utility locations (SUE), Broward Chapter boundary determinations, sewage infrastructure analysis, bridge details, control Treasurer (2019 - Present) surveys, LiDAR field acquisition, and right-of way establishment. Utilized LiDAR, GNSS, and conventional land surveying techniques in order to perform digital education terrain modeling, subsurface utility locations (SUE), boundary determinations, B.S. International Affairs - sewage infrastructure analysis, bridge details, control surveys, LiDAR field Economics, acquisition, and right-of way establishment. Florida State University (1994) Port Miami Tunnel | Miami, Florida | Party Chief. Supervised topographic field Certificate in Geomatics, work as a chief field surveyor and conducted high accuracy digital leveling Continuing Geomatics operations complying with FDOT design standards; performed subsurface utility Graduate Studies, locations; coordinated with clients and drilling inspectors during the initial design University of Florida (2016) phase of the double sided 4,200 feet undersea tunnel that travels beneath Civil / Surveying Engineering, Biscayne Bay, connecting McArthur Causeway with Port Miami. Valencia College (2004)

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TODD BATES, P.S.M. (continued) Florida Turnpike Enterprise-FDOT | Southeast Florida | Party Chief Supervised and conducted fieldwork for numerous Florida Turnpike projects including the Florida Homestead Extension (HEFT). Utilized Terrestrial High-Definition LiDAR scanning for approximately 1-20 bridge overpasses, numerous roadway scans, and miscellaneous improved building structures throughout the state of Florida. Performed and supervised numerous design field surveys throughout central and south Florida including, Digital Terrain Models, high accuracy vertical and horizontal control establishment, Low Altitude Mapping and Mapping (LAMP) and high-altitude photo control placement, bridge detail and clearance measurements, storm water structure as-builts, SUE mapping, and overhead transmission line catenary sag locations. Utilized Terrestrial High-Definition LiDAR scanning for approximately 1-20 bridge overpasses, numerous roadway scans, and miscellaneous improved building structures throughout the state of Florida. All Aboard Florida Higher Speed Rail (Florida East Coast Industries, Florida Department of Transportation and the Central Florida Expressway Authority) | Florida| Party Chief. Coordinated and supervised field work for various phases of the project along the pre-existing Florida East Coast Railway as well as design surveys for future tracks along Florida State Road 528. Supervised all survey fieldwork for 3 major movable bridges which were scanned using High-Definition Terrestrial LiDAR as well as providing field oversight for the related hydrographic depth soundings in the surrounding navigable waterways along bridge foundations. Namely, The New River (370 fee); Loxahatchee, (770 feet), and the St. Lucie (1400 feet). Pompano Airpark - FAA Survey and GIS Program | Pompano Beach, Florida | Project Surveyor. Responsible for processing survey data, reviewing field work, analyzing, and preparing GIS deliverables. Federal Highway (US-1) Beautification Project | Delray Beach, Florida | Party Chief/Instrument Operator. Served as the Survey Instrument Operator for this project that includes US-1 (Federal Highway) in Delray Beach from just South of S.E. 10th Street to just North of N.E. 8th Street. This project provided the design services necessary to decrease the current three-lane configuration of US-1 (Federal Highway) through the downtown area to a two-lane roadway with additional parking, walkways, and landscaping. This project required the establishment of new control points throughout the project limits. He also conducted a survey of over 220 drainage structures throughout the corridor. Finished floor elevations were measured on all structures within 25 feet of the right-of-way. A Topographic Survey was required for the engineering designs. This Topographic Survey collected all surface data within the right-of-way of US-1. City of Aventura Storm Water Survey Data Collection and GIS | Aventura, Florida | Project Surveyor Responsible for directing survey data collection. QA/QC, providing GIS services, LiDAR analysis, and assisting with general Project oversight. He gathered survey data collection, including topographical information of City owned and maintained storm water structures and pipelines including, but not limited to, manholes, junction boxes, culverts, headwalls, pipe ends, end walls, drop inlets, etc. Upon completion providing the City with an updated Geodata Base containing all features. The project also involved Aerial LiDAR to confirm existing ground elevations.

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DAVID REYES SENIOR GIS / SURVEY TECHNICIAN

Mr. Reyes has significant surveying and mapping experience in Florida. He has extensive private and public sector project experience including design, construction engineering inspection (CEI), construction, global positioning

systems (GPS), geographic information systems (GIS), right-of-way control.

Having performed fieldwork and eventually moving to map preparation and

quality assurance/quality control. In addition, he has extensive knowledge of digital terrain modeling and has prepared numerous digital terrain models used in roadway design and for quantity calculations. Relevant Experience:

Firm: Hollywood Watermain Replacement Program Mobile LiDAR Survey | Craven Thompson & Hollywood, Florida - Field Coordinator and Senior CAD Technician, GPS Associates, Inc. Network data collection & adjustment, coordination of field crews, Mobile 3563 NW 53rd Street LiDAR computer extraction for 17-mile topographic survey and survey Fort Lauderdale, Florida 33309 technician for final drawings. Registrations / Plantation Historical Area Watermain Mobile LiDAR Survey | Plantation, Certifications Certified Survey Technician Level Florida | Field Coordinator for Field Operations and Senior CAD Technician, III, Florida, 2003 GPS Network data collection and adjustment, coordination of field crews, Mobile Lidar computer extraction for 6-mile topographic survey and Survey FDOT Maintenance CAD Technician for final drawings. of Traffic, Florida Continuing Education Hallandale Beach BODR (MP) - LiDAR, Survey & DTM) | Hallandale Beach, FDOT Intermediate Work Zone Florida - Field Coordinator for Field Operations and Senior CAD Technician, Traffic Control Refresher (2005) GPS Network data collection and adjustment, coordination of field crews, Years of Experience Mobile LiDAR computer extraction for citywide master plan. Total: 30; With Firm: 6 Original Section Drainage Study (LiDAR, DTM, Survey & G.I.S.) | Greenacres, FDOT Work Type Codes: Florida - Field Coordinator for Field Operations and Senior CAD Technician, 8.1 - Control Surveying GPS Network data collection and adjustment, coordination of field crews, 8.2 - Design, Right-of-Way Mobile LiDAR computer extraction to create a Digital Terrain Model. Construction Survey 8.4 - Right-of-Way Surveying Pump Station A-13 & Sewer Redirection East of Federal Highway Route Affiliations Survey | Fort Lauderdale, Florida| Field Coordinator for Field Operations and Member, CAICE Users Group Senior CAD Technician, GPS Network data collection and adjustment, Member, Florida GPS coordination of field crews, and CAD Technician for final drawings and Users Group computations for route survey. Member, Florida Local Lake Worth Infrastructure 2020 Master Plan - Year 1 Survey | Lake Worth, Users Group Florida - Field Coordinator for Field Operations and Senior CAD Technician, MicroStation Community GPS Network data collection and adjustment, coordination of field crews, Secretary, Florida Surveying & Mobile LiDAR computer extraction for topographic survey for right-of-way. Mapping Society, Broward County Chapter 2004

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SECTION 4: RELEVANT EXPERIENCE

David Reyes (continued) Western C-11 Facilities Report Update and Basin Study - CBWCD | Davie, Cooper City, Southwest Ranches (Survey & DTM Development) - Field Coordinator for Field Operations and Senior CAD Technician, GPS Network data collection and adjustment, coordination of field crews, and CAD Technician for final drawings and computations for Hydrographic & topographic surveys. Mr. Reyes created the digital elevation model from the information. Fort Lauderdale Stormwater Master Plan GIS & Survey | City of Fort Lauderdale, Florida Performed surveying, and an As-built/Inventory 5,400 Stormwater Features for GIS City-Wide Stormwater Model. The survey limits of this project are described as the entire City limits of Fort Lauderdale. The City was flown with high density aerial LiDAR to a vertical accuracy of 0.15 feet across the entire City. From the Lidar we created a 2-foot grid Digital Elevation Model of the ground for modeling drainage flow. This required a GPS Control Network, and 309 ground control for the flight, performed over 5,000 verification shots on hard surfaces at major roadways across the city. The second part of this survey was to collect and evaluate 5,400 storm structures with Rims, Inverts, Pipe Size, material, and research As-built records of the City in the Stormwater system and provide the data to the City in ArcGIS Geodatabase conforming to their GIS Model Schema. Fort Lauderdale Sanitary Sewer System GIS & Surveying | Fort Lauderdale, Florida Craven Thompson established Primary and Secondary Vertical Control with over 3000 new benchmarks for Sanitary Sewer Mapping of the City, including As-built/Inventory of Manholes, pump Stations, meters, valves, air valves and 80 miles of force mains. North Miami Beach Sewer & Water GIS Project | North Miami Beach, Florida - Sr. Survey /GIS Technician -This project for North Miami Beach Utility Department was undertaken to create an ArcGIS geodatabase of water and sanitary sewer system for the entire services area. The goal of this project was to provide Survey/GIS grade data without the expense of surveying the entire water and sanitary sewer system. To accomplish this goal Craven Thompson performed a citywide GPS horizontal and vertical Control survey. Mr. Pryce was the project manager and was directly involved in the AutoCAD GIS conversion, and creation of the GIS map & attributes. The parcel maps and geodatabase are based on the GPS control network, converting and geo-referencing the original As-Built AutoCAD files to State Plane, Florida East Zone, NAD 8390 HARN, units US Survey Feet inside of the Autodesk environment. The geo-referencing of the AutoCAD files was performed based on the survey quality maps, as-builts and from high definition (3” pixel) aerial photography. The high-density photography, when overlaid into AutoCAD was necessary to allow the GIS technician to visually id, manholes, valves, fire hydrant and other features to geo-reference AutoCAD files which often were graphically depicted and not survey accurate. Stormwater GIS/Data Collection, Project | North Miami Beach, Florida | Sr. Survey /GIS Technician - The City is divided into six (6) zones and that structure/pipe data was collected within each zone and identified by zone and structure numbers. GIS data was collected and processed utilizing the City’s existing Unit ID naming system in the geodatabase. The CTA data was collected by a Unique ID. Craven Thompson provided the City with a copy of the updated geodatabase with all the proposed data fields to be collected for review. The GIS data collected consisted of: Structure type (junction, inlet, control structure, drainage well): Pipes: Culvert and Outfalls: and Headwalls and Seawalls.

TOWN OF DAVIE - REQUEST FOR QUALIFICATIONS NO. RM-21-16 4 | Page 15 UTILITIES CONTINUING PROFESSIONAL SERVICES

KUMAR VEDULA, P.E. PRINCIPAL ENGINEER 23 Years of Experience

PROFESSIONAL QUALIFICATIONS EDUCATION PROFESSIONAL ORGANIZATION • MS in Geotechnical Engineering, AND REGISTRATION University of Memphis, 1995 • Professional Engineer: Florida, • BE in Civil Engineering, Andhra 54873 University, 1992 • American Society of Civil Engineers, Past President (Broward Branch)

PROFESSIONAL Mr. Vedula, a Florida-Registered Professional Engineer, has over 23 years of experience EXPERIENCE providing engineering services for a wide variety of geotechnical projects involving foundation design, slope stability analysis, WEAP analysis and interpreting PDA reports, excavation support, and construction inspection. His extensive experience includes foundation inspections (shallow and deep foundations), soil modification (dynamic compaction, stone columns), preloading, excavations, backfilling, and post construction monitoring. Mr. Vedula has served as a principal inspector on numerous surcharging and settlement evaluations of organic laden soils assignments. His project experience includes 300+ geotechnical engineering studies for various projects types including stadiums, parks, piers, shoreline stabilization, dredging, bridges, roadways, utilities, high rise buildings, schools and government facilities. Mr. Vedula has authored, and co- authored papers published in national and international publications.

MIAMI-DADE Downtown Roadway Drainage Improvements, Miami Gardens, Florida Provided COUNTY geotechnical services for the drainage improvement. Services included Borehole PROJECT Permeability (BHP) tests. Issued a geotechnical report with the results of the BHP tests.

EXPERIENCE Force Main along Lochness Drive from PS No. 334 to NW 67th Avenue, Miami Lakes, Florida Performed a geotechnical engineering study for the construction of 8-inch Ductile Iron Pipe (DIP) Force Main in Loch Ness Drive from PS No. 334 to NW 67th Avenue as part of one of the first pump stations to be improved under the PSIP in the Town of Miami Lakes – Pump Station 334. Provided a report detailing information on groundwater and subsurface conditions as well as geotechnical recommendations regarding excavations, trench backfill, pavement design considerations, and lateral earth pressures (active, at-rest, and passive earth pressure).

Design-Build Services for Replacement/ Rehabilitation of 72-inch Sanitary Sewage Force Main along NW/NE 159th Street Between NW 17th Avenue and NE 10th Avenue for the 72-inch Force Main, Miami Dade County, Florida Performed a geotechnical engineering study for the proposed 72-inch force main rehab along NW 159th Street. Provided a report detailing information on groundwater and subsurface conditions as well as geotechnical recommendations regarding excavations, trench backfill, and lateral earth pressures (active, at-rest, and passive earth pressure) to be utilized by the design team. 4 | Page 16

MIAMI-DADE Design-Build Rehabilitation of West Bridge and Bear Cut Bridge on Rickenbacker COUNTY Causeway, Miami-Dade County, Florida Performed geotechnical engineering study for PROJECT the bridge widening. The project included constructing French drains on the east and west sides of the bridge. Performed pile capacity analysis and prepared soil parameters EXPERIENCE and providing geotechnical engineering recommendations. Performed studies to Continued determine the length and pile capacity of the existing bridge (unknown foundation study). SW 5th Street and SW 32nd Avenue Drainage Improvement Project, Miami- Dade County, Florida Provided geotechnical services for the drainage improvement. Feld work included BHP tests as well as SPT borings. Town Center Park - Skate Park and Pavilion, Sunny Isles, Florida Performed a geotechnical engineering study for the new outdoor skate park facility with concrete ramps, slabs, stairs, and retaining walls. Improvements to the park also included a pavilion/restroom structure. Provided geotechnical recommendations to address organics layers encountered. Provided discussion of options which included surcharge, geosynthetic, soil mixing, mat foundation, and pin piles. North Bay Road Pedestrian Bridge and Observation Desk, Sunny Isles, Florida Performed a geotechnical engineering study for the construction of a bridge over a canal connected to intracoastal waterway and located in between NE 172 and NE 174 streets in the City of Sunny Isles, Florida. Provided detailed information on subsurface and groundwater conditions. Computed axial capacities for 42-inch drilled shafts using FB- DEEP as well as lateral load analysis using L-Pile. Provided geotechnical engineering recommendations regarding foundation design and drilled shaft construction. Perrine Youth Center, Palmetto Bay, Florida Performed geotechnical engineering study for the development which consisted of several baseball fields, associated high mast lightings, a recreation building, and shelter/restrooms. Provided geotechnical recommendations regarding subsurface/groundwater conditions, site preparation, foundation design, mast arms foundation design soil parameters, excavations, and drilled shaft construction.

ADDITIONAL • South Florida AET Phase 4 • I-75 Express Lanes Segment A/B from NW 170th Street to South of Miramar ABBREVIATED Parkway MIAMI-DADE • SR-997 (Krome Avenue) from SR-94/Kendall Drive to SR-90/SW 8 Street COUNTY PROJECT • Pelican Harbor Park Parking Lot Improvements EXPERIENCE • Biscayne Shores and Garden Park • Student Academic Success Center - Florida International University • Trail Glades Shooting Range • Capital One- Lincoln Road • Florida International University Frost Museum of Science • NW 199th Street & NW 27th Avenue • Design Stormwater Pond Repairs, USCG Air Station • West Park - Miscellaneous Improvements • W Fern Street from Duval Ave. to SW 102 Ave. Drainage Improvements • Force Main Route II

4 | Page 17

ANDRES GARCIA, ULM InfraMap Corp - West Palm Beach, Florida

EDUCATION Palm Beach State College, Associates in Science

TRAINING InfraMap Training Program for Utility Locating /Designating Certification/Instructor ATSSA, Traffic Control Supervisor Certification, August, 2000 Confined Space Entry Training Program Certification (OSHA 1910.146) FUCC Utility Coordination Discussion Seminar Regular Attendee CSX Roadway Worker Protection Annual Certification

KEY QUALIFICATIONS - BIO Mr. Garcia has performed utility locating assignments for InfraMap Corp in Florida, Virginia, Maryland, Georgia and Alabama since 1998. He currently is a Senior Utility Location Manager and is proficient with utility designating, performing test holes and utility CADD. Mr. Garcia’s responsibilities include utility designation and test hole project management, attending utility scoping meetings, permitting, records research, traffic control supervision, field data collection and quality control. His duties also include vacuum excavation equipment maintenance as well as preserving FDOT Standards Compliance in each submittal.

Mr. Garcia has excelled as a survey party chief with experience in Total Station survey and data collector knowledge (electronic field book, TDS functions, and three wire bench runs and GPS/RTK on several designating and utility locating projects). His assistance in the survey EFB data collection compliance further adds to InfraMap’s knowledge and experience.

PROJECT EXPERIENCE Role for the following projects: Senior Utility Location Manager - obtains utility records and ROW permits, QA/QC, supervisory of field crews, meets with utility company locators and MOT set up.

Loxahatchee River and Environmental Control District, Palm Beach County, July 2014 – Feb 2015: Inframap has performed Utility Locating and Mapping Services in the Loxahatchee River District. Projects include the investigating of infrastructure conflicts for the design and planned improvements at Environmental Control River Oaks and Little Oaks Sewer System. Crews coordinated with survey parties from Compass Point. Other project phases included the Set-N-Sun Neighborhood Sewer System which Inframap also performed careful utility conflict investigations and completed projects well within the required deadlines, submitted the client requested submittals and scheduled with District personnel as needed. Sub consultant to Baxter Woodman, Inc. Reference: Mathews Consulting, Inc, Mr. Dave Mathews, P.E. (561) 655-6175

Belle Glade Water Service Replacement Zones 1, 2 West, 2 East, and 3 & 4 Palm Beach County, FL 2015: Inframap performed nearly one hundred and fifty test hole locations beginning in October of 2013 until mid-September 2015. All information retrieved is noted on each individual test hole reports of our submittal. Our crews maintained close coordination with Belle Glade Public Works Department, Director /City Engineer Marcos Montes de Oca for this Neighborhood Service Improvement Project. InfraMap was sub consultant to Keshavarz & Associates 711 N Dixie Highway #201, West Palm Beach, FL 33401 Reference: Mr. Amir Keshavarz (561) 689-8600

North County Neighborhood Improvement Projects (Multiple Phases) 2009 - 2015: Broward County Urban Redevelopment water main improvement projects entailed multiple phases of over five hundred test hole locations in the City of Oakland Park, BP-10. Other project phases included Broward County WWS UAZ Stirling Road water main improvement Task work orders providing subsurface utility locating and mapping. Data noted on each individual test hole report of our submittal. Inframap has performed careful utility conflict investigations and completed projects well within anticipated deadlines as the sub consultant to Craven Thompson & Associates, Inc. Reference: Mr. Pat Gibney & Mr. Johnny Gil (954) 739-6400 4 | Page 18

SECTION 4: RELEVANT EXPERIENCE

LETTERS OF RECOMMENDATION Letters of Recommendation are included in this Section, starting on the next page.

TOWN OF DAVIE - REQUEST FOR QUALIFICATIONS NO. RM-21-16 4 | Page 26 UTILITIES CONTINUING PROFESSIONAL SERVICES March 8, 2019

PROGRESS.Hallandale INNOVATION. BeachOPPORTUNITY. To Whom It May Concern

Please consider this as a letter of recommendation for the engineering firm of Craven Thompson· & Associates, Inc. This firm has done an excellent job in performing surveying, engineering, Interim City Manager and landscape architectural tasks on behalf of the City of Greg Chavarria Hallandale Beach. This firm has done an excellent job in not only providing design and construction specifications but in providing oversight and monitoring construction projects as they are built. Joy D. Adams Specifically, the firm of Craven Thompson & Associates, Inc. Mayor provided for the design and construction specifications for 1 th Sabrina Javellana Bluesten Park and the NE 4 Avenue Streetscape including Vice Mayor surveying, civil engineering, and landscape architecture. The firm also provided on-site inspections during the construction phase of th Anabelle Taub NE 14 Avenue Streetscape. Craven Thompson also designed the Commissioner paving, grading, & drainage plan for these projects as well as water and sanitary sewer lines and services. Craven Thompson has Michelle Lazarow provided on-site review of the construction and coordinated the Commissioner efforts of the contractor on the streetscape project.

Mike Butler The City of Hallandale Beach is extremely satisfied with the Commissioner services provided by Craven Thompson & Associates, Inc. and would recommend them to provide surveying, civil engineering, landscape architecture and construction engineering inspection services. If you have ny questions, please feel free to contact me at (954) 457-3029.

// ___Gr-. g H rris . / Manag f apital Projects 400 S. Federal Highway City of Hallandale Beach Hallandale Beach, Fl 33009 Ph (954)457-1300 Fax (954) 457-1454

www.coHB.org

4 | Page 27 City of North Miami Beach, Florida Public Works Department

March 8, 2019

RE: LETTER OF RECOMMENDATION

To Whom It May Concern

It is my pleasure to write this letter of recommendation for Craven Thompson and Associates, Inc. (CTA). I have worked with CTA very closely for a number of years. Currently in my position as Assistant Director of Public Works for the City of North Miami Beach I have retained them to perform surveying, G.I.S. services and civil engineering for our updated Stormwater Master Plan. I find CTA to be very professional, responsive and competent in their work.

During this same period, CTA has created our G.I.S. database for our water and sanitary service area and has designed and permitted a number of water and sanitary sewer projects for the City. Their staff and subconsultants have provided quality consulting services that the City has come to rely on and appreciate.

The City is pleased to have CTA as our Consulting Engineer, Surveyor & GIS consultant and I look forward to continuing my working relationship them in the future.

Sincerely,

Jud� Assistant Director of Public Works City of North Miami Beach

17050 N.E. 19th. Ave• North Miami Beach, FL 33162-3111 • 305-948-2925 • Fax: 305-957-3502 • www.citynmb.com4 | Page 28 City of Greenacres

Planning & Engineering Department Joel Flores 5800 Melaleuca Lane • Greenacres • Florida • 33463 Mayor Ph: 561-642-2054 • Fax: 561-642-2049 • Email: [email protected] Andrea Mccue City Manager

Kara L. Irwin-Ferris Director March 11, 2019

RE: LETTER OF RECOMMENDATION

To Whom It May Concern

It is my pleasure to write this letter of recommendation for Craven Thompson and Associates, Inc. (CTA}. CTA has been the City of Greenacres General Consultant since 2007. We have renewed their contract on numerous occasions. The scope of services supplied by Craven Thompson & Associates includes but is not limited to: surveying civil engineering design and permitting of: water. sewer, drainage, roadway, sidewalk and landscape/hardscape improvement projects. I have worked with CTA very closely for a number of years. I find CTA to be very conscientious with regards to work quality, and adherence to schedule and budget.

We currently utilize CTA staff as our in-house engineering consultants. Recently we have worked with them on the various phases of the Original Section Drainage improvements, various sidewalk installations, 10th Avenue North Sanitary Improvements, and the Gladiator Lake bank stabilization project.

We are very pleased with the responsiveness and attention to detail provided by Craven Thompson. Again, I would strongly recommend CTA to any municipality or other governmental entity

Kara L. Irwin-Ferris, AICP Director of Planning and Engineering City of Greenacres

4 | Page 29 4 | Page 30 4 | Page 31 B FLORIDA Our Bes-t. Public Works Department • Water and Wastewater Services Nothing Less. WATER AND WASTEWATER ENGINEERING DIVISION 2555 West Copans Road • Pompano Beach Florida 33069 PHONE: 954-831-0745 • FAX: 954 831-0798/0925

March 13, 2019

To Whom It May Concern:

Subject: LETTER OF RECOMMENDATION CRAVEN THOMPSON AND ASSOCIATES, INC.

Craven Thompson and Associates successfully completed several Bid Packages in Broward County's Neighborhood Improvement Program. They are now working on the Utility Analysis Zone (UAZ) projects. These projects include: sanitary sewer systems, lift stations, water mains, storm drains; streets and sidewalks. They have completed each project on time and under budget with special emphasis placed on public information.

They are currently under contract for the surveying, design, permitting and construction services for the Hillsboro Mile Project, and UAZs 108, 122, & 123.

Sincerely e tExpansion!!f: Projecti;t;r- Administrator Broward County Water and Wastewater Engineering Division

PJM/mnm

Broward County Board of County Commissioners Mark D. Bogen• Lamar P. Fisher• Beam Furr• Steve Geller• Dale V.C. Holness• Nan H. Rich• Tim Ryan • Barbara Sharief • Michael Udine www.broward.org 4 | Page 32

SECTION 4: RELEVANT EXPERIENCE

CURRENT CONTRACT LITIGATION Craven, Thompson & Associates, Inc. is not involved in any current contract litigation.

ABILITY TO COMPLETE PROJECTS IN A TIMELY MANOR Craven Thompson is making the commitment to the Town of Davie that the project manager, Richard D. Pryce, P.S.M., and other staff necessary to perform the functions described within this solicitation will be provided as identified in this response and as needed.

We will define a specific and succinct project scope with a firm budget; assign and define project duties for each team member; and develop concrete milestones for the project. We have a clear and concise cost control strategy with project tested implementation strategies, with a highly motivated and enthusiastic project team. As long as we adhere to our strategy, the project will progress on schedule and within budget.

The staff listed in this proposal were chosen based on their availability to be able to move forward immediately in both the field and the office for this project. The staff is able to accommodate their current workload as such to provide the necessary time for the Town of Davie and does not foresee any future projects that may interfere with this project at this time. The following are examples of recent projects on time and within budget. Please contact our references for further information

o Project No. 1: Lift Station E-02, Hollywood, Florida Original Schedule: August 2013 to August 2015 Actual Schedule: August 2013 to June 2015 Estimated Cost: $989,770.00 Actual Cost: $966,000.00

o Project No. 2: Livable Neighborhoods - Vista Verde Phases 1A & 1B, Miami Gardens, Florida Original Schedule: December 2014 to May 2016 Actual Schedule: December 2014 to February 2016 Estimated Cost: $1,840,900.00 Actual Cost: $1,205,604.00

o Project No. 3: Lift Station 50 B1, Broward County, Florida Original Schedule: August 2017 to August 2020 (all of UAZ 122) Actual Schedule: August 2017 to February 2020 (all of UAZ 122) Estimated Cost: $850,000.00 Actual Cost: $775,000.00

In addition, Craven Thompson has prepared over twenty-six (26) Bid Packages for Broward County since 1993. In reviewing the Opinion of Probable Costs and actual Bid Prices for all twenty-six (26) Bid Packages, Craven Thompson has estimated, on average, the construction costs to within 6% of the actual Bid Cost. The following is a list of the Bid Packages, Opinion of Probable Costs, Bid Cost and Percentage.

TOWN OF DAVIE - REQUEST FOR QUALIFICATIONS NO. RM-21-16 4 | Page 33 UTILITIES CONTINUING PROFESSIONAL SERVICES

SECTION 4: RELEVANT EXPERIENCE

QA/QC PROCESS Craven Thompson will be responsible for scheduling and managing the input of each sub-consultant and clearly communicating the Town’s goals and the design requirements of the project. ▪ Craven Thompson will check all documents before they leave the office. ▪ Craven Thompson’s Project Manager for the specific discipline will be the point of contact for the Town of Davie. ▪ Craven Thompson will coordinate all work including design and approvals of all sub-consultant related work. ▪ Craven Thompson will assign a professional from the appropriate discipline to act as the Quality Assurance Reviewer of all documents for these projects.

TOWN OF DAVIE - REQUEST FOR QUALIFICATIONS NO. RM-21-16 4 | Page 34 UTILITIES CONTINUING PROFESSIONAL SERVICES

SECTION 4: RELEVANT EXPERIENCE

▪ The chain of command under this contract will include: o Davie’s Project Manager o Craven Thompson in the role as Prime Consultant, Project Manager ▪ Craven Thompson will provide for Town review at the 30% design complete conceptual stage, the 60% design complete stage, the 90% design complete stages, and the bid document stage (100%). This will be done for each of the three (3) phases. We will also perform our internal QC at these milestones.

The following is an outline of the procedures that will be used for quality control:

▪ A quality control block will be added to the front sheet of each document. This block will include a title identifying it as QA/QC review. It will also include a space for the date and initials of the originator, QA reviewer, concurrence (with originator), change incorporation, and back check by checker. ▪ All information that is correct will be highlighted in yellow. ▪ Any errors and/or omissions, recommendations and proposed changes will be marked up in red by the QA reviewer. ▪ Before any revisions or modifications begin, the project manager, and/or the designer will review all comments that the QA reviewer has made and place a red check mark next to the comment indicating that the project manager/designer and the QA reviewer are in mutual agreement with the comment. ▪ If the project manager/designer does not concur with the QA reviewer, discussions will take place until any differences are resolved. ▪ The individual assigned to revise, or modify, the documents will highlight changes in yellow when they are completed. ▪ After all revisions are complete, the QA reviewer will back check the proposed revisions to ensure that they were incorporated properly and will place a green mark next to the yellow and red marks signifying that the revisions are complete.

This set of plans will be retained as quality control records which will be maintained by the QA reviewer and be made available to the Town upon request.

TOWN OF DAVIE - REQUEST FOR QUALIFICATIONS NO. RM-21-16 4 | Page 35 UTILITIES CONTINUING PROFESSIONAL SERVICES Section 5: Qualifications and Experience

Section

5

0 ARCHITECT - ENGINEER QUALIFICATIONS

PART I - CONTRACT-SPECIFIC QUALIFICATIONS

A. CONTRACT INFORMATION

1. TITLE AND LOCATION (City and State) Utilities Professional Continuing Service, Davie, Florida Group 2: General Utility Engineering – Land Surveying, Mapping, Geotechnical 2. PUBLIC NOTICE DATE 3. SOLICITATION OR PROJECT NUMBER November 30, 2020 RFQ No. RM-21-16

B. ARCHITECT-ENGINEER POINT OF CONTACT 4. NAME AND TITLE Richard D. Pryce, P.S.M., Vice President, Surveying & G.I.S. 5. NAME OF FIRM Craven Thompson & Associates, Inc. 6. TELEPHONE NUMBER 7. FAX NUMBER 8. E-MAIL ADDRESS (954) 739-6400 (954) 739-6409 [email protected] 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

V PARTNER - PRIME J SUBCON TRACTOR Craven Thompson & 3563 NW 53rd Street Land Surveying. And Mapping Associates, Inc. S Fort Lauderdale, Florida, 33309 a. X CHECK IF BRANCH OFFICE

Tierra South Florida, Inc. 2765 Vista Parkway, Suite 10 Geotechnical Engineering and West Palm Beach, Florida 33411 Testing b. X CHECK IF BRANCH OFFICE

InfraMap Corp 1860 Old Okeechobee Road Sub-Surface Utility Locates

Unit 201 c. X West Palm Beach, Florida 33409 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)

STANDARD FORM 330 5 | Page 1

PART I - CONTRACT-SPECIFIC QUALIFICATIONS

PRINCIPAL-IN-CHARGE / PROJECT MANAGER SURVEYING AND MAPPING / GIS

Craven Thompson Richard D. Pryce, PSM

SURVEYING SERVICES

Craven Thompson Ray Young, PSM Mark Minter, PSM Todd Bates, PSM David Reyes

GEOTECHNICAL SUB-SURFACE UTILITY SURVEYING SERVICES ENGINEERING & LOCATES MATERIALS TESTING Craven Thompson InfraMap Corp. Tierra South Florida Junior Surveyors Andres Garcia, ULM Kumar Vedula, PE Survey Technicians

SURVEYING SERVICES

Craven Thompson Field Crews

STANDARD FORM 330 5 | Page 2

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 Richard D. Pryce, P.S.M. Project Manager Surveying, Mapping, a. TOTAL b. WITH CURRENT FIRM Geotechnical 42 16 15. FIRM NAME AND LOCATION (City and State) Craven Thompson & Associates, Inc., 3563 NW 53rd Street, Fort Lauderdale, Florida 33309 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Associates of Science in Criminal Justice, BCC (1978) Professional Surveyor and Mapper Certificate in advanced GIS & Remote Sensing, BCC (2002) Florida No. 4038 (1983)

18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) - Current Director, Broward County Chapter of Florida Surveying Mapping Society

19. RELEVANT PROJECTS

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Fort Lauderdale Storm Water Geodetic & Control Survey and GIS PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Fort Lauderdale, Florida 2016 - 2017 Not Applicable a. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Survey Project Manager. Responsible for Geodetic & Control Survey, and LiDAR of the City, As-built/Inventory 5,400 Stormwater Features for GIS Model. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED th SW 190 Avenue Topographic Survey PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Southwest Ranches, Florida 2016 Not Applicable (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm th b. Principal Survey Manager - Craven Thompson prepared a topographic survey of SW 190 Avenue, from one hundred (100) feet south of SW 49th Street, to the north edge of pavement of Griffin Road, approximately 1,215 linear feet in length. The survey consisted of the existing twenty (20) foot wide of platted right-of-way, and a minimum of thirty (30) feet west and twenty-five (25) feet east of the existing right-of-way, for locations and topographic elevations. At the intersections of Griffin Road and SW 49th Street, the locations included up to one hundred (100) feet east and west of each intersection (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Pine Island Road Drainage As-builts for BCHCED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Broward County, Florida 2018 Not Applicable (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. Principal Survey Manager - Craven Thompson prepared Record Drawing of Drainage Structures on Pine Island Road for Broward County Highway Construction & Engineering Division. We established horizontal control points within the project area. All survey control horizontal locations were tied into the State Plane, Florida East Zone, NAD 83/90 Coordinate system.

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Southwest Ranches Townhall Survey PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Southwest Ranches, Florida 2015 Not Applicable d. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Pryce managed the preparation of a boundary and topographic survey, a boundary plat, plat revisions, and certified corner records for the Southwest Ranches Town Hall Parcel.

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Margate Hydrographic Canal Survey PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Margate, Florida 2016 Not Applicable (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. Craven Thompson provided professional Surveying services for the proposed canal rehabilitation and pedestrian path. We prepared Boundary, Topographic and Hydrographic Survey of the canal lying along the east side of Parcel “A”, “Margate Third Addition”. The north-south canal is extremely overgrown with Brazilian Pepper and Australian Pines made it difficult to locate edge of water, top of bank and deep cut line.

STANDARD FORM 330 5 | Page 3

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 Raymond Young, P.S.M. Land Surveyor and Mapper a. TOTAL b. WITH CURRENT FIRM 39 27 15. FIRM NAME AND LOCATION (City and State) Craven Thompson & Associates, Inc., 3563 NW 53rd Street, Fort Lauderdale, Florida 33309 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Professional Surveyor and Mapper Florida No. 5799 (1998) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Florida Society of Professional Surveyors and Mappers

19. RELEVANT PROJECTS

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Main Street Topographic & Boundary Survey and Wetlands PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Delineation, Coconut Creek, Florida 2008 - 2019 Not Applicable a. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm This project involved a Wetlands Delineation, Boundary and Topographic Surveys for the Main Street Development in Coconut Creek, Florida. Craven Thompson walked the wetland perimeter of the wetland with JJ Goldasich and Associates to stake the limits of the existing wetlands, and returned to survey and define those limits.

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Nova Southeastern University – Parking Garage Construction PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Layout, Davie, Florida 2018 - 2019 Not Applicable b. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Surveyor. Craven Thompson calculated the position of, and field staked seventy-seven (77) pilings for the parking garage at NSU. We placed a 60d nail or ⅝” iron rod at the center of each piling.

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Hydrographic and Storm Water Infrastructure Survey PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Greenacres, Florida 2016 Not Applicable

(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. Surveyor. Along with our sub-consultant, Craven Thompson created a survey from high resolution, low level LiDAR and ground surveying. The survey included roadways and canal cross-sections for proposed Drainage Improvements. Also, included Right-of-way surveys, storm drains, canals and ditches along 1st Street in the Original Section area of the City of Greenacres and a portion of Lake Worth Canal E-3 (cross sectioned).

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED L-12 Canal ROW Annexation Easement Sketch & Legal PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Description, Greenacres, Florida 2017 Not Applicable d. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Assisted in the preparation of a sketch and description for a portion of the LWDD L-12 canal right of way between Raulerson Drive and Military trail as part of the effort to annex the property. This task included calculating the area of the property description.

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Canal Hydrographic Survey PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Margate, Florida 2016 Not Applicable (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. Prepared Boundary, Topographic and Hydrographic Survey of the canal lying along the east side of Parcel “A”, “Margate Third Addition”. The north-south canal was extremely overgrown with Brazilian Pepper and Australian Pines which made it difficult to locate edge of water, top of bank and deep cut line. Clearing these items were essential to the topographic data collection.

STANDARD FORM 330 5 | Page 4

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 Mark Minter, P.S.M. Land Surveyor and Mapper a. TOTAL b. WITH CURRENT FIRM 45 14 15. FIRM NAME AND LOCATION (City and State) Craven Thompson & Associates, Inc., 3563 NW 53rd Street, Fort Lauderdale, Florida 33309 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Stockton State College (1972 - 1974) Professional Surveyor and Mapper Florida No. 5799 (1998) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)

Florida Society of Professional Surveyors and Mappers

19. RELEVANT PROJECTS

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED rd Topographic Survey at the Intersection of SE 3 Avenue & Las PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Olas Boulevard, Fort Lauderdale, Florida 2016 Not Applicable (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm a. Project Surveyor - The survey limits of this project are described as the full rights-of-way of Las Olas Boulevard and Southeast 3rd Avenue, at their intersection in downtown Fort Lauderdale, together with seventy-five (75) feet north, south, east and west of the edge of curbs at the intersection. The survey includes all of the aboveground visible improvements within the survey limits. The topographic survey includes the recovery of enough boundary and right- of-way corners to tie down the aboveground visible improvements.

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED st SW 41 Place PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Davie, Florida 2010 2011 b. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Minter prepared the design survey for SW 41st Place Infrastructure Improvements for the CRA in 2010. This project included the demolition of existing utilities, installation of large diameter storm drain, water main, sanitary sewer and roadway/sidewalk as part of Phase I of the Eastside Infrastructure Improvements

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED City of Miami Gardens Livable Neighborhoods PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Miami Gardens, Florida 2008 Not Applicable

(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. Survey Project Manager. Design survey of four areas of Miami Gardens. The Livable Neighborhoods Improvement Project includes approximately 222 total acres of land subdivided among four separate sites; namely Garden Circle, Kings Garden I & II, Kings Garden III and Vista Verde. The various project sites are all located within the confines of NW 183rd Street (Miami Gardens Drive), NW 215th Street (County Line Road), NW 47th Avenue, and NW 37th Avenue in the City of Miami Gardens, Florida. Survey existing roadways and common use areas for re-design.

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Hallandale Beach City-Wide Geodetic and Control Survey for Aerial PROFESSIONAL SERVICES CONSTRUCTION (If applicable) LiDAR, Hallandale Beach, Florida 2015 - 2016 Not Applicable

(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. The survey included a GPS control network to meet horizontal and vertical accuracies to 0.10 feet on all hard surfaces within the City Limits. This included setting 188 aerial targets to control an area of about 26,000 acres from Pembroke Road, south to the Broward / Miami-Dade County line and from the Atlantic Ocean west to Interstate 95. We ran level loops and cross-sections over 862 ground truth checks on hard surfaces at 80 street intersections across the City with accuracy of 0.05 feet at 67% (one sigma) and 0.10 feet accuracy at 95% (two sigma).

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Fort Lauderdale - Hollywood International Airport - Water and PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Wastewater System Master Plan Survey, Hollywood, Florida 2009 Not Applicable e. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Create an updated Water and Wastewater Utility Atlas in ESRI ArcMap format from GPS utility locations and as- built surveys by others. Field located manholes and lift stations with GPS.

STANDARD FORM 330 5 | Page 5

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 Todd Bates, P.S.M. Land Surveyor and Mapper a. TOTAL b. WITH CURRENT FIRM 20 4 15. FIRM NAME AND LOCATION (City and State) Craven Thompson & Associates, Inc., 3563 NW 53rd Street, Fort Lauderdale, Florida 33309 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Multiple Continuing Education programs in Surveying, GIS, Certified Survey Technician Level III, FL, 2003 and Mapping technologies. FDOT Maintenance of Traffic, FL

18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) - Florida Society of Professional Surveyors and Mappers, Broward County Chapter, Vice President (2019 - Present) - American Society of Civil Engineers - Utility Engineering and Surveying Institute, Broward Chapter, Treasurer (2019- Present)

19. RELEVANT PROJECTS

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED North Miami Beach Stormwater GIS Data Collection Project, PROFESSIONAL SERVICES CONSTRUCTION (If applicable) North Miami Beach, Florida 2017 - 2018 Not Applicable (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm a. The structure/pipe data was collected within each zone of the City and identified by zone and structure numbers. GIS data was collected and processed utilizing the City’s existing Unit ID naming system in the geodatabase. The Craven Thompson data was collected by a Unique ID. Craven Thompson provided the City with a copy of the updated geodatabase with all the proposed data fields to be collected for review. The Environmental Systems Research Institute (ESRI) Geographic Information System (GIS) format was used.

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Fort Lauderdale Stormwater Master Plan – GIS & Survey PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Fort Lauderdale, Florida 2016 - 2017 Not Applicable b. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Field Coordinator for Field Operations and Senior CAD Technician, GPS Network data collection and adjustment, coordination of field crews, Mobile Lidar computer extraction and Digital Terrain Model development.

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Fort Lauderdale Sanitary Sewer– Wastewater/Sewer Data PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Collection and Control Mapping Plan, Fort Lauderdale, Florida 2017 - 2018 Not Applicable c. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm The project consisted of Aerial LiDAR mapping of the portion of the City of Greenacres lying north of Lake Worth Road for submittal to FEMA to be included in the latest Flood Mapping updates. The survey included a GPS network of control to meet horizontal & vertical accuracies to 0.10 feet on all hard surfaces in the project area.

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED University of Miami - Intramural Fields Survey PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Coral Gables, Florida 2018 Not Applicable (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. Mr. Bates assisted in the preparation of a topographic survey of the intramural fields on the University of Miami Campus in Coral Gable, Florida. The survey limits included approximately 9.5 acres. The survey showed locations of the median strip in San Amaro Drive, the entrance road on the North side of the Intramural Fields, the sidewalk on the south side of the fields, and to the buildings on the east side of the fields.

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Beachcomber Villas ALTA Survey and Flood Certificate PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Pompano Beach, Florida 2018 Not Applicable (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. Mr. Bates assisted in the preparation of a boundary and topographic survey of the residential property, situated along the Atlantic Ocean on the above-referenced property. Located Coastal Construction Control Line, and FIRM Velocity Zones. Obtained building, site and mechanical equipment elevations, record pictures and prepared a single FEMA Elevation Certificates for the lobby, restaurant and hotel tower structures.

STANDARD FORM 330 5 | Page 6

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 Reyes Senior GIS/Survey Technician a. TOTAL b. WITH CURRENT FIRM 26 6 15. FIRM NAME AND LOCATION (City and State) Craven Thompson & Associates, Inc., 3563 NW 53rd Street, Fort Lauderdale, Florida 33309 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Multiple Continuing Education programs in Surveying, GIS, Certified Survey Technician Level III, FL, 2003 and Mapping technologies. FDOT Maintenance of Traffic, FL

18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) - Member, CAICE Users Group - Member, Florida GPS Users Group - Member, Florida Local Users Group - MicroStation Community - Secretary, Florida Surveying & Mapping Society, Broward County Chapter 2004 - Member, Florida Surveying & Mapping Society, Indian River County Chapter 2008

19. RELEVANT PROJECTS

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED North Miami Beach Water & Sewer Service Area GIS & PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Mapping, North Miami Beach, Florida 2014 - 2016 Not Applicable (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm a. The purpose of the 25,600 Acre Service Area Project was to provide the City with the complete GIS product of their water and sanitary system. This involved the conversion of the City’s existing water and sanitary sewer infrastructure, from an AutoCAD drawing file format to the industry standard, Environmental Systems Research Institute (ESRI) Geographic Information System (GIS) format.

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Fort Lauderdale Stormwater Master Plan – GIS & Surveying PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Fort Lauderdale, Florida 2016 - 2017 Not Applicable b. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Field Coordinator for Field Operations and Senior CAD Technician, GPS Network data collection and adjustment, coordination of field crews, Mobile Lidar computer extraction and Digital Terrain Model development.

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED City-Wide Digital Topographic Mapping PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Greenacres, Florida 2014 Not Applicable c. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm The project consisted of Aerial LiDAR mapping of the portion of the City of Greenacres lying north of Lake Worth Road for submittal to FEMA to be included in the latest Flood Mapping updates. The survey included a GPS network of control to meet horizontal & vertical accuracies to 0.10 feet on all hard surfaces in the project area.

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Lake Worth Infrastructure 2020 Master Plan, Year 1 - Mobile PROFESSIONAL SERVICES CONSTRUCTION (If applicable) LiDAR Survey, Lake Worth, Florida 2013 Not Applicable d. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Field Coordinator for Field Operations and Senior CAD Technician, GPS Network data collection and adjustment, coordination of field crews, Mobile Lidar computer extraction for topographic survey of roadway right-of-way and Survey CAD Technician for final drawings.

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Central Broward Water Control District - East Basin Project - PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Aerial LiDAR & DTM, Town of Davie and Southwest Ranches, 2013 - 2014 Not Applicable Florida e. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Field Coordinator for Field Operations and Senior CAD Technician, GPS Network data collection and adjustment, coordination of field crews, and CAD Technician for final drawings and computations for Hydrographic & topographic surveys. Also included Digital Terrain Model development.

STANDARD FORM 330 5 | Page 7

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 1 Complete one Section F for each project.) 21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED SW 190th Avenue Topographic Survey PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Southwest Ranches, Florida 2016 Not Applicable

23. PROJECT OWNER'S INFORMATION

a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Ms. Emily McCord-Aceti Phone: (954) 343-7453 Town of Southwest Ranches Community Services Manager Email: [email protected] 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Craven Thompson prepared a topographic survey of SW 190th Avenue, from one hundred (100) feet south of SW 49th Street, to the north edge of pavement of Griffin Road, approximately 1,215 linear feet in length. The survey consisted of the existing twenty (20) foot wide of platted right-of-way, and a minimum of thirty (30) feet west and twenty-five (25) feet east of the existing right-of-way, for locations and topographic elevations. At the intersections of Griffin Road and SW 49th Street, the locations included up to one hundred (100) feet east and west of each intersection.

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role a. Craven Thompson & Associates, 3563 NW 53rd Street Prime – Topographic/Specific Purpose Inc. Fort Lauderdale, Florida 33309 Survey (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role 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.

STANDARD FORM 330 5 | Page 8

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 2 Complete one Section F for each project.) 21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED Construction Layout for SFRTA Operations Building, PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Parking Garage & Platform, Pompano Beach, Florida 2016 Not Applicable

23. PROJECT OWNER'S INFORMATION

a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Mr. Andrew Gershon, RA, LEED-AP Phone: (954) 492-9191 SFRTA Client: Gulf Building Email: [email protected] 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Craven Thompson recovered and/or reset property boundary corners, set reference points to the boundary outside the limits of construction, established survey control within the site, for the purpose of all construction layout and as-builts. Prepared survey utilized throughout the project, to show building tie-in and final site survey information. Established site benchmarks at convenient locations, for construction control of buildings. After recovery and referencing the property corners, Craven Thompson staked the property boundaries at 50-foot stations. Craven Thompson staked and graded operations, platform, and garage buildings, on double 10-foot offsets to building square-out, for pad installation after site demolition. Elevations were set at proposed finish floor of buildings. Staked operations, platform, and garage buildings, on double 10-foot offsets to buildings square-out, for construction and reference control points for future replacement. Craven Thompson established building grid systems for both the operations, platform, and garage buildings, at ground level, consisting of two (2) gridlines in the east-west direction, two (2) gridlines in the north-south direction for both buildings, all at offsets to the grid lines to be determined. Reference points were set outside the limits of construction, along the offset grid lines, for extended site lines. We then located all visible improvements, trees, shrubs and topography. Prepared the final survey of new building, and improvements connected with same. Craven Thompson prepared signed and sealed a final topographic survey. Consultant Fees: $84,785.40

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role a. Craven Thompson & Associates, 3563 NW 53rd Street Sub-consultant - Construction Layout Inc. Fort Lauderdale, Florida 33309 (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role 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.

STANDARD FORM 330 5 | Page 9

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 3 Complete one Section F for each project.) 21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED Las Olas Boulevard and Walkability Design Survey PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Fort Lauderdale, Florida 2017 Not Applicable

23. PROJECT OWNER'S INFORMATION

a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER City of Fort Lauderdale Ms. Catherine Prince, PMP, LEED Phone: (954) 828-5000 Transportation & Mobility Dept. AP, STP, Mobility Project Manager Email: [email protected] 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Under this Work Authorization, Craven Thompson surveyed the following roads and intersections: ▪ Las Olas Blvd. (full right-of-way) from SE 11th Avenue to the bridge east of SE 17th Avenue, including the following intersecting side streets: o SE 12th Avenue (100 feet north of Las Olas Blvd.) o SE 13th Avenue (100 feet north of Las Olas Blvd.) o SE 15th Avenue (200 feet south of Las Olas Blvd. to 100 feet north of Broward Blvd. o SE 15th Avenue at SE 2nd Street (100 feet east and west) o SE 15th Avenue at Broward Blvd. (100 feet east and west) And also: ▪ Intersection SE 12th Avenue & SE 1st Street (100 feet north, south and east) ▪ Intersection SE 13th Avenue & SE 1st Street (100 feet north, south east and west) ▪ Intersection SE 13th Avenue & SE 2nd Court (100 feet north, south east and west) ▪ Intersection SE 16th Avenue & SE 1st Street (100 feet north, south east and west) ▪ Intersection SE 16th Avenue & SE 2nd Court (100 feet north, south east and west) ▪ 400 feet of NE 1st Street centered between Andrews Avenue and NE 3rd Avenue ▪ NE 3rd Avenue from 50 feet south of NE 2nd St to 50 feet north of NE 3rd Street including 50 feet east and west of NE 3rd Avenue at NE 2nd and 3rd Streets ▪ Intersection E. Las Olas Blvd & SE 4th Ave. (50 feet north, south, east and west) ▪ SE 2nd Street from east side of SE 3rd Avenue to Federal Highway Tunnel wall including 50 feet north and south of the intersection with SE 4th Avenue

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role a. Craven Thompson & Associates, 3563 NW 53rd Street Prime – Specific Purpose Survey, Inc. Fort Lauderdale, Florida 33309 Topographic Survey (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role b.

STANDARD FORM 330 5 | Page 10

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 4 Complete one Section F for each project.) 21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED University of Miami - Intramural Fields Survey PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Coral Gables, Florida 2018 - 2019 Not Applicable

23. PROJECT OWNER'S INFORMATION

a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Ms. Jessica Brumley, V.P. Facilities Phone: (305) 284-5660 University of Miami Operations & Facilities Planning Email: [email protected] 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Craven Thompson prepared a topographic survey of the intramural fields on the University of Miami Campus in Coral Gable, Florida. The survey limits included approximately 9.5 acres. The survey showed locations of the median strip in San Amaro Drive, the entrance road on the North side of the Intramural Fields, the sidewalk on the south side of the fields, and to the buildings on the east side of the fields.

The survey met all the current surveying requirements of the Board of Professional Surveyors and Mappers of the State of Florida, as defined in Chapter 5J-17, Florida Administrative Code. We found survey control monumentation for the existing right-of-way of San Amaro Drive and tied down all of the improvements and topographic information to. We located all aboveground visible improvements, including pavement, slabs, fences, signs, overhead wires and utility features, within the limits of this survey, as well as the location of paint striping and paint markings for underground utilities.

Consultant Fees: $17,500.00

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role a. Craven Thompson & Associates, 3563 NW 53rd Street Prime – Boundary Survey, Topographic Inc. Fort Lauderdale, Florida 33309 Survey, Location Survey (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role 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.

STANDARD FORM 330 5 | Page 11

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 5 Complete one Section F for each project.) 21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED Margate Hydrographic Canal Survey PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Margate, Florida 2016 Not Applicable

23. PROJECT OWNER'S INFORMATION

a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Margate Community Mr. Cotter Christian Phone: (954) 935-5458 Redevelopment Agency Project Engineer/Manager Email: [email protected] 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Craven Thompson & Associates provided professional Surveying services for the proposed canal rehabilitation and pedestrian path. We prepared Boundary, Topographic and Hydrographic Survey of the canal lying along the east side of Parcel “A”, “Margate Third Addition”. The north-south canal was extremely overgrown with Brazilian Pepper and Australian Pines which made it difficult to locate edge of water, top of bank and deep cut line. Clearing these items were essential to the topographic data collection. This increased the accuracy of the survey and decreased the labor effort needed to obtain the as-built conditions. The survey met all the current surveying requirements of the Board of Professional Surveyors and Mappers of the State of Florida, as defined in Chapter 5J-17, Florida Administrative Code. Consultant Fees: $9,515.00

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role a. Craven Thompson & Associates, 3563 NW 53rd Street Prime - Hydrographic Survey Inc. Fort Lauderdale, Florida 33309 (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role 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.

STANDARD FORM 330 5 | Page 12

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 6 Complete one Section F for each project.) 21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED Filmore Street As-Built Topographic Survey PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Hollywood, Florida 2015 Not Applicable

23. PROJECT OWNER'S INFORMATION

a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER City of Hollywood, Department Ms. Wilhelmina Montero, P.E., M.S. Phone: (954) 921-3930 of Public Works Project Manager Email: [email protected] 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Craven Thompson & Associates prepared a topographic (as-built) survey of Filmore Street, between N. 31st Avenue and N. 32nd Avenue, in the City of Hollywood, Florida. The survey included all locations and topographic elevations of aboveground visible improvements within the rights-of-way limits, including rims, inverts, and pipe sizes of all sanitary sewer manholes and storm drainage structures, if accessible and unobstructed. If obstructed, the structures were noted on the drawing. We established two (2) site benchmarks within the project limits. All elevations will be relative to North American Vertical Datum of 1988 (NAVD88). The survey was prepared in AutoCAD Civil 3D, Version 2014 drawing file format, and was delivered digitally in AutoCAD Civil 3D, and on 24” x 36” signed and sealed hard copies. Consultant Fees: $4,200.00

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role a. Craven Thompson & Associates, 3563 NW 53rd Street Prime – Topographic Survey, Location Inc. Fort Lauderdale, Florida 33309 Survey (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role 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.

STANDARD FORM 330 5 | Page 13

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 7 Complete one Section F for each project.) 21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED Hallandale Beach City-Wide Geodetic and Control Survey PROFESSIONAL SERVICES CONSTRUCTION (If applicable) for Aerial LiDAR, Hallandale Beach, Florida 2015 - 2016 Not Applicable

23. PROJECT OWNER'S INFORMATION

a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Ms. Beatriz Alvarez, E.I., LEED AP Phone: (954) 457-1333 City of Hallandale Beach Projects Manager Email: [email protected] 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The project consisted of Surveying & Mapping with Aerial LiDAR for a Basis of Design Report - Drainage Study for the City of Hallandale Beach, Florida. The survey included a GPS control network to meet horizontal and vertical accuracies to 0.10 feet on all hard surfaces within the City Limits. This included setting 188 aerial targets to control an area of about 26,000 acres from Pembroke Road, south to the Broward / Miami-Dade County line and from the Atlantic Ocean west to Interstate 95. Our survey crews then ran level loops and cross- sections over 862 ground truth checks on hard surfaces at 80 street intersections across the City with accuracy of 0.05 feet at 67% (one sigma) and 0.10 feet accuracy at 95% (two sigma). The LiDAR was flown by our subcontractor, Pickett & Associates, Inc., and checked by Craven Thompson & Associates. The Survey included 2-inch pixel resolution aerials, identifying and mapping overall drainage flows across the City for drainage basin designation, including review of outfalls and drainage structures upstream. Consultant Surveying Fees: $43,398.00

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role a. Craven Thompson & Associates, 3563 NW 53rd Street Prime – Geodetic Survey, Control Survey Inc. Fort Lauderdale, Florida 33309 (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role 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.

STANDARD FORM 330 5 | Page 14

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 8 Complete one Section F for each project.) 21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED Northridge Bus Shelter Survey and Sketch & Legal PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Description, Oakland Park, Florida 2017 Not Applicable

23. PROJECT OWNER'S INFORMATION

a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Ms. Jennifer Frastai, ICMA-CM Phone: (954) 630-4477 City of Oakland Park Director of Engineering & Email: [email protected] Community Development 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) This survey included the location of all visible fixed improvements between the north edge of pavement for Commercial Boulevard, north to the back of the existing parking lot. The area surveyed was from the east edge of the west entrance to Northridge Shopping Plaza, east for approximately 500 feet. The survey also included elevations sufficient for engineering design and will be based on the North American Vertical Datum of 1988 (NAVD 88).

Craven Thompson also prepared a sketch and legal description, for the “Leased Premises” lands surveyed, based on the final limits, as approved by the City of Oakland Park.

Consultant Fees: $1,215.00

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role a. Craven Thompson & Associates, 3563 NW 53rd Street Prime – Topographic Survey, Site Planning Inc. Fort Lauderdale, Florida 33309 Survey, Sketch & Legal Description (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role 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.

STANDARD FORM 330 5 | Page 15

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 9 Complete one Section F for each project.) 21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED FLL Terminal 4 Gate Replacement, Interior Utility As-Builts PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Broward County, Florida 2016 Not Applicable

23. PROJECT OWNER'S INFORMATION

a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Broward County Aviation Mr. David Taylor, Sr. Project Manager Phone: (954) 736-3000 Department Client: Nagelbush Mechanical Inc. Email: [email protected] 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Craven Thompson provided surveying services including the location and elevations of various under-slab interior utilities, such as storm sewer, sanitary sewer, gas, and potable water.

Consultant Fees: $4,327.00

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role a. Craven Thompson & Associates, 3563 NW 53rd Street Subconsultant – As-Built Survey Inc. Fort Lauderdale, Florida 33309 (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role 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.

STANDARD FORM 330 5 | Page 16

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 10 Complete one Section F for each project.) 21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED Beachcomber Villas ALTA Survey and Flood Certificate PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Pompano Beach, Florida 2018 Not Applicable

23. PROJECT OWNER'S INFORMATION

a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Mr. Jack Miller Phone: (954) 941-7830 Beachcomber Resort and Villas Beachcomber Resort and Villas Email: [email protected] 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Craven Thompson & Associates prepared a boundary and topographic survey of the residential property, situated along the Atlantic Ocean on the above-referenced property. Located Coastal Construction Control Line, and FIRM Velocity Zones. Obtained building, site and mechanical equipment elevations, record pictures and prepared a single FEMA Elevation Certificates for the lobby, restaurant and hotel tower structures. Consultant Fees: $10,193.00

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role a. Craven Thompson & Associates, 3563 NW 53rd Street Prime – ALTA Survey, Sketch & Legal Inc. Fort Lauderdale, Florida 33309 Description, Elevation Certificates (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role 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.

STANDARD FORM 330 5 | Page 17

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 11 Complete one Section F for each project.) 21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED Fort Lauderdale Storm Water Geodetic & Control Survey PROFESSIONAL SERVICES CONSTRUCTION (If applicable) and GIS Fort Lauderdale, Florida 2016-2017 Not Applicable

23. PROJECT OWNER'S INFORMATION

a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Mr. Rares Petrica, MBA, P.E. Phone: (954) 828-6720 City of Fort Lauderdale Senior Project Manager Email: [email protected] 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Craven Thompson performed surveying, and an As-built/Inventory 5,400 Stormwater Features for GIS City-Wide Stormwater Model. The survey limits of this project are described as the entire City limits of Fort Lauderdale. The City was flown with high density aerial LiDAR to a vertical accuracy of 0.15 feet across the entire City. From the Lidar we created a 2-foot grid Digital Elevation Model of the ground for modeling drainage flow. This required a GPS Control Network, and 309 ground control for the flight, performed over 5,000 verification shots on hard surfaces at major roadways across the city. The second part of this survey was to collect and evaluate 5,400 storm structures with Rims, Inverts, Pipe Size, material, and research As-built records of the City in the Stormwater system and provide the data to the City in ArcGIS Geodatabase conforming to their GIS Model Schema. Consultant Fees: $800,000.00

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role a. Craven Thompson & Associates, 3563 NW 53rd Street Prime – Geodetic Survey, Control Survey Inc. Fort Lauderdale, Florida 33309 (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role 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.

STANDARD FORM 330 5 | Page 18

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 12 Complete one Section F for each project.) 21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED Lift Station W14 As-Built Survey PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Hollywood, Florida 2017 Not Applicable

23. PROJECT OWNER'S INFORMATION

a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Mr. Clece Aurelus, P.E. Phone: (954) 921-3930 City of Hollywood Engineering Manager Email: [email protected] 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Craven Thompson obtained field survey information and prepared an as-built survey for the existing sewage Lift Station W14 using the 3D Laser Scanner. The survey information included detailed dimensions on pipes, pumps, panels, tanks, etc.

Consultant Fees: $6,700.00

.

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role a. Craven Thompson & Associates, 3563 NW 53rd Street Prime – As-Built Survey Inc. Fort Lauderdale, Florida 33309 (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role 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.

STANDARD FORM 330 5 | Page 19

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 13 Complete one Section F for each project.) 21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED L-12 Canal ROW Annexation Easement Sketch & Legal PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Description, Greenacres, Florida 2017 Not Applicable

23. PROJECT OWNER'S INFORMATION

a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Ms. Kara L. Irwin - Ferris, AICP Phone: (561) 642-2054 City of Greenacres Planning and Engineering Director Email: [email protected] 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Craven Thompson & Associates prepared a sketch and description for a portion of the LWDD L-12 canal right-of-way between Raulerson Drive and Military Trail as part of the effort to annex the property. This task included calculating the area of the property description. Consultant Fees: $800.00

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role a. Craven Thompson & Associates, 3563 NW 53rd Street Prime - Surveying & Mapping Services, Inc. Fort Lauderdale, Florida 33309 Sketch & Legal Description (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role 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.

STANDARD FORM 330 5 | Page 20

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 14 Complete one Section F for each project.) 21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED Dimar Rock Pit Fill/Quantity Survey PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Davie, Florida 1987 to Present Not Applicable

23. PROJECT OWNER'S INFORMATION

a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Mr. Austin Forman Phone: (954) 763-8111 Forman Industrial Land, LLC Forman Industrial Land, LLC Email: [email protected] 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Craven Thompson & Associates, Inc. has been working with Forman Industrial Land, LLC since 1987, for the filling and land development of Dimar Rock Pit. For 20-years, Craven Thompson has measured quantity and progress of fill placed. We have prepared Volume Quantity Survey’s based on historic as-builts (hydrographic survey’s) and based on a design fill plan in order to provide the Client with the required fill placement for development.

Craven Thompson has also prepared hydrographic survey(s) for this project, utilizing a maned john boat with Seafloor Systems Sonar-mite echosounder, with Trimble RTK GPS equipment, to obtain horizontal/vertical positions and depths. We recently acquired a new Seafloor Systems HyDrone-ASV R/C (remote-controlled) catamaran platform, developed for hydrographic survey applications. The Hydrone-ASV paired with our existing Sonar-mite and Trimble RTK GPS equipment allows us to obtain hydrographic data in areas not easily accessible by a maned boat.

Consultant Fees: Hourly fees over past twenty (20) years.

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role a. Craven Thompson & Associates, 3563 NW 53rd Street Prime – Topographic Survey, Quantity Inc. Fort Lauderdale, Florida 33309 Survey, Hydrographic Survey (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role 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.

STANDARD FORM 330 5 | Page 21

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 15 Complete one Section F for each project.) 21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED Hydrographic and Storm Water Infrastructure Survey PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Greenacres, Florida 2016 Not Applicable

23. PROJECT OWNER'S INFORMATION

a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Mr. Carlos I. Cedeño Phone: (561) 642-2074 City Greenacres Public Works Director Email: [email protected] 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Along with our sub-consultant, Craven Thompson & Associates created a survey from high resolution, low level LiDAR and ground surveying. The survey included roadways and canal cross-sections for proposed Drainage Improvements. Also, included Right-of-way surveys, storm drains, canals and ditches along 1st Street in the Original Section area of the City of Greenacres and a portion of Lake Worth Canal E-3 (cross sectioned).

Consultant Fees: $31,398.00

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role a. Craven Thompson & 3563 NW 53rd Street Prime – Hydrographic Survey Associates, Inc. Fort Lauderdale, Florida 33309 (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role

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.

STANDARD FORM 330 5 | Page 22

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 16 Complete one Section F for each project.) 21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED Pine Island Road Drainage As-builts for BCHCED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Broward County, Florida 2018 Not Applicable

23. PROJECT OWNER'S INFORMATION

a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Client: Thompson & Associates Mr. Darren Badore, P.E. Phone: (954) 761-1073 Owner: BCHECD Vice President Email: [email protected] 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Craven Thompson prepared Record Drawing of Drainage Structures on Pine Island Road for Broward County Highway Construction & Engineering Division. We established horizontal control points within the project area. All survey control horizontal locations were tied into the State Plane, Florida East Zone, NAD 83/90 Coordinate system. The vertical datum was established on the horizontal control points, based on the elevations relative to North American Vertical Datum of 1988 (NAVD88), as tied into NGS control points along the C-13 Canal, south of Oakland Park Boulevard. We obtained horizontal location, rim elevations, invert elevations, and pipe sizes of three (3) drainage structures. Craven Thompson obtained location, dimensions and rim elevations of trench drain, located on the west side of Pine Island Road, connected to the structures noted above. The deliverable of the data collected, was plotted on the CADD files, as provided by County. Consultant Fees: $10,519.94

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role a. Craven Thompson & Associates, 3563 NW 53rd Street Sub-Consultant – As-Built Survey Inc. Fort Lauderdale, Florida 33309 (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role 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.

STANDARD FORM 330 5 | Page 23

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 17 Complete one Section F for each project.) 21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED Topographic/Hydrographic Surveys for Boat Ramps PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Improvements, Sunrise, Florida 2018 Not Applicable

23. PROJECT OWNER'S INFORMATION

a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Mr. Tery Glunt, P.E., S.I, Principal Phone: (954) 481-2812 City of Sunrise Client: Stantec Consulting Services Email: [email protected] 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Prepared topographic survey, including elevations obtained from a hydrographic survey, at six (6) different canal locations. The survey limits consisted of only those canal locations for the purpose of engineering design for eight (8) boat ramps. Site 1: A portion of the east half of right-of-way of NW 74th Avenue, south of NW 21st Street, and north of NW 20th Court. Together with a portion of the canal lying to the east of NW 74th Avenue. Approximately 100’ x 100’. Site 2: A portion of the full right-of-way of East Aragon Boulevard, lying between NW 73rd Avenue and NW 72nd Avenue. Together with a portion of the canal lying NE and SW of East Aragon. Approximately 100’ x 175’. Site 3: A portion of the full right-of-way of NW 83rd Avenue, lying south of NW 21st Court and north of NW 21st Street. Together with a portion of the canal lying adjacent to, and west of NW 83rd Avenue. Approximately 100’ x 100’. Site 4: A portion of the full right-of-way of NW 84th Way, lying south of NW 21st Court and north of NW 21st Street. Together with a portion of the canal lying adjacent to, and west of NW 84th Way. Approximately 100’ x 100’. Site 5: A portion of the full right-of-way of NW 84th Way, lying south of NW 27th Place and north of NW 26th Place. Together with a portion of the canal lying adjacent to, and east and west of NW 84th Way. Approximately 150’ x 100’. Site 6: This site is located at the SW corner of Oak Hammock Park, being a portion of the unimproved westerly extension of NW 41st Street, lying west of NW 91st Lane. Together with a portion of the canal lying adjacent to, and west of NW 41st Street. Approximately 100’ x 100’. Consultant Fees: $10,540.00

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role a. Craven Thompson & 3563 NW 53rd Street Subconsultant - Hydrographic & Topographic Associates, Inc. Fort Lauderdale, Florida 33309 Survey (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role b.

STANDARD FORM 330 5 | Page 24

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 18 Complete one Section F for each project.) 21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED Citywide ADA Ramp Replacement/Installation Survey PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Miami Springs, Florida 2015 - 2016 Not Applicable

23. PROJECT OWNER'S INFORMATION

a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Ms. Tammy Romero Phone: (305) 805-5035 City of Miami Springs Assistant City Manager Email: [email protected] 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Craven Thompson & Associate was retained by the City of Miami Springs to assist with the surveying, design and permitting of new and replacement ADA ramps throughout the City. The project was funded through the legislative appropriation process. The project included surveying of ADA ramps City-Wide to determine whether they were in compliance with current ADA standards. Based on that information, Craven Thompson developed a set of construction plans for installation of the ramps per FDOT standards. Consultant Fees: $8,450.00

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role a. Craven Thompson & 3563 NW 53rd Street Prime – Specific Purpose Survey, Design Associates, Inc. Fort Lauderdale, Florida 33309 Survey (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role 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.

STANDARD FORM 330 5 | Page 25

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 19 Complete one Section F for each project.) 21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED Main Street Topographic & Boundary Survey and Wetlands PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Delineation, Coconut Creek, Florida 2018 - 2019 Not Applicable

23. PROJECT OWNER'S INFORMATION

a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Southstar Development Phone: (305) 476-1515 Mr. J. Larry Rutherford Partners, Inc. Email: [email protected] 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) This project involved a Wetlands Delineation, Boundary and Topographic Surveys for the Main Street Development in Coconut Creek, Florida. Craven Thompson walked the wetland perimeter of the wetland with JJ Goldasich and Associates to stake the limits of the existing wetlands, and returned to survey and define those limits. Consultant Fees: $19,500.00

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role Craven Thompson & Associates, 3563 NW 53rd Street Prime – Wetlands Delineation and Location Survey, a. Inc. Fort Lauderdale, Florida Topographic Survey, and Boundary Survey 33309 (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role 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.

STANDARD FORM 330 5 | Page 26

F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 20 Complete one Section F for each project.) 21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED Stormwater GIS/Data Collection Project PROFESSIONAL SERVICES CONSTRUCTION (If applicable) North Miami Beach, Florida 2017 – 2018 Not Applicable

23. PROJECT OWNER’S INFORMATION

a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Ms. Judeen Johnson, P.E. Phone: (305) 948-2967 City of North Miami Beach Public Works Director Email: [email protected] 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The City is divided into six (6) zones and that structure/pipe data was collected within each zone and identified by zone and structure numbers. GIS data was collected and processed utilizing the City’s existing Unit ID naming system in the geodatabase. The Craven Thompson data was collected by a Unique ID. Craven Thompson provided the City with a copy of the updated geodatabase with all the proposed data fields to be collected for review. The GIS data collected consists of: Structure type (junction, inlet, control structure, drainage well): Pipes, Culvert and Outfalls, and Headwalls and Seawalls.

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role a. Craven Thompson & Associates, 3563 NW 53rd Street Prime – G.I.S/Surveying & Mapping Inc. Fort Lauderdale, Florida 33309 (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) Role 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.

STANDARD FORM 330 5 | Page 27

G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS

26. NAMES OF KEY 27. ROLE IN THIS 28. EXAMPLE PROJECTS LISTED IN PERSONNEL CONTRACT (Fill in "Example Projects Key" section below before completing (From Section E, (From Section E, table. Place "X" under project key number for Block 12) Block 13) participation in same or similar role.)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

Richard D. Pryce, P.S.M. Principal/Project Manager X X X X X X X X X X X X X X X X Ray Young, P.S.M. Land Surveyor and Mapper X X X X X X X X X X Mark Minter, P.E. Land Surveyor and Mapper X X X Todd Bates, P.E. Land Surveyor and Mapper X X X X X David Reyes Sr. GIS/Survey Techncian X X X X X X X X X X

NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) SW 190th Avenue Topographic Survey Fort Lauderdale Storm Water Geodetic & Control Survey and GIS 1 11 Southwest Ranches, Florida Fort Lauderdale, Florida Construction Layout for SFRTA Operations, Parking Garage & Platform Lift Station W14 As-Built Survey 2 12 Pompano Beach, Florida Hollywood Florida Las Olas Blvd. Walkability Survey L-12 Canal ROW Annexation Easement Sketch & Legal Description 3 13 Fort Lauderdale, Florida Greenacres, Florida University of Miami - Intramural Fields Survey Dimar Pit Fill/Quantity Survey 4 14 Coral Gables, Florida Davie, Florida Margate Hydrographic Canal Survey Hydrographic and Storm Water Infrastructure Survey 5 15 Margate, Florida Greenacres, Florida Filmore Street As-Built Topographic Survey Pine Island Road Drainage As-builts for BCHCED 6 16 Hollywood, Florida Broward County, Florida Topographic/Hydrographic Surveys for Boat Ramps Improvements 7 Hallandale Beach City-Wide Geodetic and Control Survey for Aerial LiDAR, Hallandale Beach, Florida 17 Sunrise, Florida Northridge Bus Shelter Survey and Sketch & Legal Citywide ADA Ramp Replacement/Installation Survey 8 18 Oakland Park, Florida Miami Springs, Florida FLL Terminal 4 Gate Replacement, Interior Utility As-Builts Main Street Topographic & Boundary Survey and Wetlands Delineation Coconut Creek, Florida 9 19 Broward County, Florida Beachcomber Villas ALTA Survey and Flood Certificate Stormwater GIS/Data Collection Project 10 20 Pompano Beach, Florida North Miami Beach, Florida

STANDARD FORM 330 5 | Page 28

H. ADDITIONAL INFORMATION

30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS AS NEEDED.

Craven Thompson & Associates, Inc. has been a consulting industry leader in the South Florida area since our inception in 1962. With our office located in South Florida, we have established a high-profile presence through the years with a reputation of excellent service to many varied clients, performing the full range of professional services. We have worked closely with many municipalities to provide services such as survey (platting, right-of- way surveys, special purpose and topographical surveys, easements, sketch & legal descriptions, hydrographical surveys, high definition laser scanning, LiDAR, As-builts, and establishment of horizontal & vertical control), G.I.S./Geo-Spatial Services (for water, sewer, storm, plats, etc.), roadway design, landscape architecture, neighborhood improvements, water and wastewater design, GIS/Mapping, surveying, planning, storm water management, streetscape, roadway beautification and construction management.

Craven Thompson presents many distinct and unique advantages which will assure timely and cost-effective completion of projects. These advantages include the following:

• An experienced team: Craven Thompson staff has extensive experience with various types of unusual and difficult surveying and mapping, and G.I.S. tasks.

• Full-service firm: Craven Thompson can provide all of the surveying, G.I.S., civil engineering landscape architecture, planning, and construction support services needed in-house.

• Project management: Organization lines and responsibilities are clearly defined for each project, ensuring that the best qualified individual is matched to a particular assignment.

• Familiarity with the latest surveying and G.I.S. technology and trends.

• Continuity: The Resources and staff available at Craven Thompson ensure responsive service and continuity throughout the entire project.

I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts 31. SIGNATURE 32. DATE

January 12, 2021

33. NAME AND TITLE

Richard D. Pryce, P.S.M., Vice President, Surveying & GIS

STANDARD FORM 330 5 | Page 29

1. SOLICITATION NUMBER (If any) ARCHITECT ENGINEER QUALIFICATIONS RLOI NO. RM-21-16 PART II - GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM (OR BRANCH OFFICE) NAME 3. YEAR ESTABLISHED 4. DUNS NUMBER Craven, Thompson & Associates, Inc. 1962 06-362-4910 2b. STREET 5. OWNERSHIP 3563 NW 53rd Street a. TYPE 2c. CITY 2d. STATE 2e. ZIP CODE Corporation

Fort Lauderdale Florida 33309 b. SMALL BUSINESS STATUS 6a. POINT OF CONTACT NAME AND TITLE N/A

Richard D. Pryce, P.S.M., Vice President Surveying & G.I.S. 7. NAME OF FIRM (If block 2a is a branch office) 6b. TELEPHONE NUMBER 6c. E-MAIL ADDRESS Same (954) 739-6400 [email protected] 8a. FORMER FIRM NAME(S) (If any) 8b. YR. ESTABLISHED 8c. DUNS NUMBER

Davis & Craven, Inc. / Davis, Craven, Thompson, Inc. 1962 / 1975 10. PROFILE OF FIRM'S EXPERIENCE AND 9. EMPLOYEES BY DISCIPLINE ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS c. No. of Employees c. c. Revenue Revenue a. a. Function a. Profile Index Index b. Discipline b. Experience Profile b. Experience Code (2) Code Number Number (1) FIRM Code BRANCH (see (see below) below) 02 Administrative 9 A06 Airports; Term. & Hangars 1 O01 Office Bldgs.; Industrial Parks 1 08 AutoCAD Technicians 2 B02 Bridges 1 P05 Planning (Comm., Regional) 1 12 Civil Engineers 26 4 C10 Commercial Bldg.; Shopping 4 P08 Prisons & Correctional 1 15 Construction Inspectors 5 C11 Community Facilities 1 P13 Public Safety Facilities 1 16 Const. Management 2 D07 Dining Halls; Clubs; Rest. 1 R03 Railroad; Rapid Transit 1 38 Land Surveyor 21 E02 Educational Facilities 3 R04 Rec. Fac. (Parks, Marinas) 5 39 Landscape Architect 5 E09 Environmental Impact Studies 1 R11 Rivers; Canals; Waterways 1 47 Planners; Urban/Regional 1 F02 Field Houses; Gyms; Stadiums 1 S04 Sewage Collection, Treatment 4 G01 Garages; Vehicle Maint. Fac. 2 S07 Solid Wastes; Incin.; Landfill 2 G04 Geographic Info. System 2 S13 Storm Water Handling & Fac. 5 H01 Harbors; Ship Terminal Fac. 3 T03 Traffic & Trans. Engineer 1 H07 Hwys.; Streets; Parking Lots 4 T04 Topo. Survey & Mapping 1 H09 Hospital & Medical Facilities 1 U02 Urban Renewals; Comm. Dev. 4 H10 Hotels; Motels 2 W01 Warehouses & Depots 1 H11 Housing (Residential, M-F) 4 W02 Water Resources; Hydrology 1 I01 Industrial Buildings 2 W03 Water Supply; Treatment 5 J01 Judicial & Courtroom Fac. 1 L04 Libraries; Museums; Galleries 1

Other Employees Total 71 4 11. ANNUAL AVERAGE PROFESSIONAL PROFESSIONAL SERVICES REVENUE INDEX NUMBER SERVICES REVENUES OF FIRM FOR LAST 3 YEARS 1. Less than $100,000 6. $2 million to less than $5 million (Insert revenue index number shown at right) 2. $100,000 to less than $250,000 7. $5 million to less than $10 million a. Federal Work 1 3. $250,000 to less than $500,000 8. $10 million to less than $25 million b. Non-Federal Work 8 4. $500,000 to less than $1 million 9. $25 million to less than $50 million c. Total Work 8 5. $1 million to less than $2 million 10. $50 million or greater 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a. SIGNATURE b. DATE January 12, 2021 c. NAME AND TITLE Richard D. Pryce, P.S.M., Vice President, Surveying & G.I.S.

STANDARD FORM 330 5 | Page 30 ARCHITECT - ENGINEER QUALIFICATIONS

PART I - CONTRACT-SPECIFIC QUALIFICATIONS

A. CONTRACT INFORMATION

1. TITLE AND LOCATION (City and State) REQUEST FOR QUALIFICATIONS - UTILITIES CONTINUING PROFESSIONAL SERVICES 2. PUBLIC NOTICE DATE 3. SOLICITATION OR PROJECT NUMBER November 30, 2020 RFQ No. RM-21-16 B. ARCHITECT-ENGINEER POINT OF CONTACT 4. NAME AND TITLE Raj Krishnasamy, P.E., President/ Principal Engineer 5. NAME OF FIRM TSF (TIERRA SOUTH FLORIDA, Inc.) 6. TELEPHONE NUMBER 7. FAX NUMBER 8. E-MAIL ADDRESS (561) 687-8536 (561) 687-8570 [email protected] 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 RTNER V A - PRIME J P SUBCON TRACTOR

2765 Vista Parkway, Suite 10 Geotechnical Engineering and Material Testing Services a. X West Palm Beach, FL 33411

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)

STANDARD FORM 330 (REV. 8/2016) 5 | Page 31 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 Kumar Vedula, P.E. Principal Geotechnical Engineer a. TOTAL b. WITH CURRENT FIRM 24 14 15. FIRM NAME AND LOCATION (City and State) TSF, West Palm Beach, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Bachelor of Engineering, Andhra University, India, 1992 Professional Engineer, Florida No. 54873 MS Civil Engineering, University of Memphis, 1995 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) American Society of Civil Engineers, Past President Augered Cast-in-Place and Driven Pre-stressed Concrete Pile Field Performance Comparison, Frizzi, R. P, & Vedula, R.V, Published in FHWA Resource Center, 83rd Annual Transportation Research Board Meeting, Washington D.C., January 2004 19. RELEVANT PROJECTS (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Water Main Replacement, PROFESSIONAL SERVICES CONSTRUCTION (If applicable) City of Hollywood, Florida 2016 Palm Beach County, Florida a. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Vedula was the Principal Geotechnical Engineer for the Geotechnical Subsurface Exploration for the water main replacement in the City of Hollywood, Florida. The project area is within the boundaries of NW 72nd Avenue, N 66th Avenue, Charleston Street, and Taft Street. Provided a geotechnical engineering report including geotechnical engineering evaluations, recommendations and provided subsurface profile and pavement core data. ✓ Completed on time ✓ Within budget (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED SR 820/Pines Boulevard/Hollywood Boulevard From east of US-27 (MP PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 0.100) to east of Young Circle (18.900), Broward County, Florida 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. Mr. Vedula was the Principal Geotechnical Engineer for several Roadway Improvements Projects on Flamingo Road, Pines Boulevard and Hollywood Boulevard in Broward County. Provided a geotechnical report including geotechnical engineering evaluations and recommendations regarding general site development, permanent cut and fill slopes, excavations, groundwater control, pavement design, on-site soil suitability, Permanent Sheet Pill Wall, Light Pole installation, and construction considerations. ✓ Completed on time ✓ Within budget (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Restoration of Surf Road at Balboa Street, PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Hollywood, Florida 2020 c. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Vedula was the Principal Geotechnical Engineer of the Geotechnical Engineering Services for Surf Road at Balboa Street. The project consists of a retaining wall along the shoreline side of the roadway to protect the roadway erosion. Provided a geotechnical engineering report including geotechnical recommendations regarding pavement and engineering inspections. ✓ Completed on time ✓ Within budget (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Mast Arms - SR A1A and Garfield Street, PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Hollywood, Florida 2019 Brow ard County, Florida d. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Vedula was the Principal Geotechnical Engineer of the Geotechnical Engineering Services the mast arm installations located at SR A1A and Garfield Street in Hollywood, Florida. The purpose of the study was to provide geotechnical input to the design team to assist in the foundation design. Provided a geotechnical engineering report including geotechnical engineering evaluations and recommendations for the design. ✓ Completed on time ✓ Within budget (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Sheridan Street and Dykes Road Intersection Improvements, PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Broward County, Florida 2017 Palm Beach County, Florida e. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mr. Vedula was the Principal Geotechnical Engineer for the Geotechnical Engineering Services for the intersection improvement project at the intersection of Sheridan Street and Dykes Road in Broward County. The improvements included signalization structures and roadway improvements. Provided a geotechnical engineering report including geotechnical evaluations and recommendations regarding pavement design, and foundation design and drilled shaft construction recommendations for mast arms. ✓ Completed on time ✓ Within budget

STANDARD FORM 330 (REV. 8/2016)

5 | Page 32 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 1 Complete one Section F for each project.) 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED SR A1A and Garfield Street PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Hollywood, Florida 2019 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER City of Hollywood c/o Kimley-Horn Mr. Marwan Mufleh, PE (561) 845-0665 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost)

TSF provided Geotechnical Engineering Services for SR A1A and Garfield Street located in Hollywood, Florida.

The project included installation of traffic signal mast arms at the subject intersection.

The purpose of this study was to provide geotechnical input to the design team to assist in the foundation design.

TSF’s geotechnical field study included SPT borings; visually classified and stratified the samples in the laboratory using the Unified Soil Classification System (USCS).

Provided a geotechnical engineering report including geotechnical evaluations and recommendations regarding traffic signal mast arms, construction considerations, monitor existing structures, and drilled shafts.

✓ Completed on time ✓ Within budget

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. TSF West Palm Beach, FL Geotechnical Engineering Services

STANDARD FORM 330 (REV. 8/2016)

5 | Page 33 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 2 Complete one Section F for each project.) 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Improvements at Taft Street and Park Road PROFESSIONAL SERVICES CONSTRUCTION (If applicable) City of Hollywood, Florida 2015 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER City of Hollywood c/o Atkins Mr. Ruben Hernandez, Division Manager of (305) 592 7275 Public Sector Projects 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost)

TSF provided Geotechnical Engineering Services for the intersection improvements project at the intersection of Taft Street and Park Road in the City of Hollywood, Florida. The project also includes mast arm installations at the subject intersection.

The purpose of this study was to provide Geotechncial input to the design team to assist in evaluation of the mast arm installations.

TSF’s geotechnical field study included SPT borings; measured groundwater levels at the time drilling; visually classified and stratified the samples in the laboratory using the ASTM Unified Soil Classification System (USCS) and conducted environmental corrosion tests.

Provided a geotechnical engineering report including geotechnical engineering evaulatuions and recommendations regarding foundation design, and drilled shaft construction,

✓ Completed on time ✓ Within budget

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. TSF West Palm Beach, FL Geotechnical Engineering Services

STANDARD FORM 330 (REV. 8/2016)

5 | Page 34 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 3 Complete one Section F for each project.) 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED

SR 820/Pines Boulevard/Hollywood Boulevard From east of US-27 (MP PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 0.100) to east of Young Circle (18.900), Broward County, Florida. 2017 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER FDOT c/o BMA Consulting Mr. Jesus A. Mustafa, P.E., Director (954) 744-4691 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost)

TSF provided Geotechnical Engineering Services for several roadway improvements on Flamingo Road, Pines Boulevard and Hollywood Boulevard in Broward County, Florida.

The purpose of the study was to provide Geotechnical (i.e. soils and groundwater) input to the design team to assist in evaluation of the merits of the potential roadway improvements.

The study was performed to obtain information on the existing subsurface conditions at the project site to assist in the design and preparation of construction plans for the proposed improvements.

Reviewed readily available published topographic and soils information obtained from the “Soil Survey of Broward County, Florida” published by the United States Department of Agriculture (USDA) Natural Resources Conservation Services (NRCS), and USGS Maps. Field work included SPT borings for roadway widening, light pole installations and retaining walls. double ring infiltration tests DRIT, exfiltration tests, and asphalt pavement cores from existing roadway. Classified soil samples using the AASHTO and Unified Soil Classification System and performed laboratory testing to establish the soil properties which included grain size analysis, moisture content and organic content determination, and Atterberg limit tests. TSF also reviewed the existing data from previous geotech studies.

Provided a geotechnical report including geotechnical evaulations and recommendations regarding general site development, permanent cut and fill slopes, excavations, groundwater control, pavement design, on-site soil suitability, Permanent Sheet Pill Wall, Light Pole installation, and construction considerations

✓ Completed on time ✓ Within budget

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. TSF West Palm Beach, FL Geotechnical Engineering Services

STANDARD FORM 330 (REV. 8/2016) 5 | Page 35 G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 26. NAMES OF KEY 27. ROLE IN THIS 28. EXAMPLE PROJECTS LISTED IN SECTION F PERSONNEL CONTRACT (Fill in "Example Projects Key" section below before completing (From Section E, (From Section E, table. Place "X" under project key number for Block 12) Block 13) participation in same or similar role.) 1 2 3 4 5 6 7 8 9 10 Kumar Vedula, P.E. Principal Geotechnical Engineer X X X

29. EXAMPLE PROJECTS KEY

NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) SR A1A and Garfield Street 1 6 Hollywood, Florida Improvements at Taft Street and Park Road 2 7 City of Hollywood, Florida SR 820/Pines Boulevard/Hollywood Boulevard From east 3 of US-27 (MP 0.100) to east of Young Circle (18.900), 8 Broward County, Florida 4 9

5 10

STANDARD FORM 330 (REV. 8/2016) 5 | Page 36 H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS AS NEEDED.

Company Profile TSF (Tierra South Florida, Inc.) is a full‐service consulting geotechnical engineering, construction materials testing and inspections firm with capabilities to provide test borings, engineering analyses and reports, AutoCAD and Microstation plan sheets, laboratory soils testing, and construction materials testing. Our services also include threshold/special inspections and roofing inspection services.

The geotechnical and materials engineering services provide clients with the comprehensive range of siting, planning, design, construction and quality control disciplines required for major construction projects.

Mr. Raj Krishnasamy, P.E. qualifies as a minority by Federal Guidelines. Mr. Krishnasamy is a licensed Engineer with 33 years of experience in geotechnical, material engineering and inspection services. TSF is a certified Disadvantaged Business Enterprise (DBE) with the Florida Department of Transportation (FDOT) and a certified Minority Business Enterprise (MBE) with the State of Florida’s Office of Supplier Diversity and the City of Orlando. Additionally, TSF is a certified Small Business Enterprise (SBE) with Pinellas County, and the South Florida Water Management District (SFMWD).

Geotechnical Engineering TSF can provide a complete range of geotechnical engineering services. These services include site assessments, planning, field and laboratory investigations, design specifications and recommendations, quality control, instrumentation and performance studies. TSF will evaluate and then develop recommendations regarding both existing structures and new construction. Applications are for all types of buildings, airport facilities, transportation systems, landfills, dams, and other civil and private projects. TSF’s primary market is minority business set aside by City, County, State and Federal agencies.

Construction Materials Engineering and Testing TSF offers materials engineering, testing and inspection services applicable to the governmental, construction and manufacturing industries. During construction, monitoring and quality control services will cover every phase of construction and all materials used. Our field and laboratory technicians hold industry‐recognized certifications (ACI/CTQP/PCI/FPCA) for aggregates, asphalt, concrete, and earthwork testing as well as drilled shaft, augercast pile, and pile driving monitoring.

Laboratory Facilities TSF owns and operates two fully equipped in‐house soils, concrete, aggregate, and asphalt testing laboratories certified by Construction Materials Engineering Council (CMEC). Both TSF labs follow American Society for Testing and Materials (ASTM) and American Association of State Highway and Transportation Officials (AASHTO) standards and our West Palm Beach laboratory is also validated by FDOT and the United States Army Corp of Engineers (USACE). These laboratories provide specialized testing services associated with geotechnical engineering, and construction materials to better meet the needs of its clients. TSF’s laboratory facilities are designed and operated to provide fast, reliable information to assure the meeting of client's needs. The trained and certified laboratory staff will routinely perform physical properties testing of soil, rock, concrete, steel, asphalt, and composite building materials. These testing services are performed in support of all project phases, including site investigations and assessments, design, and construction.

Corporate and Project Management Philosophy The TSF organization is committed to minimizing corporate administrative control which allows both branch management and specific technical teams to take correct and timely actions to meet the objectives of their clients. Employees stress quality, responsive services in which they will take a great deal of pride. Client satisfaction with the quality of TSF’s work, past and future, will result in a large percentage of work to be performed for repeat clients.

Interaction with Regulatory Agencies TSF has an excellent working relationship with the FDOT as well as the SFWMD. When working within right of way of these agencies, TSF will submit an application for request of work permit and obtain the proper authorization prior to proceeding with work. TSF will then follow up with a meeting to explain the scope in detail and notify the agency at completion.

The foregoing is a statement of facts. 31. SIGNATURE 32. DATE

January 4, 2021 33. NAME AND TITLE Raj Krishnasamy, P.E., President/Principal Engineer

5 | Page 37 1. SOLICITATION NUMBER (If any) ARCHITECT ENGINEER QUALIFICATIONS

PART II ‐ GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch officeRFQ seeking No. RM-21-16 work.) 2a. FIRM (OR BRANCH OFFICE) NAME 3. YEAR ESTABLISHED 4. UNIQUE ENTITY TSF (Tierra South Florida, Inc.) 2003 IDENTIFIER 829296222 2b. STREET 5. OWNERSHIP 2765 Vista Parkway, Suite 10 a. TYPE

2c. CITY 2d. STATE 2e. ZIP CODE Corporation West Palm Beach FL 33411 b. SMALL BUSINESS STATUS 6a. POINT OF CONTACT NAME AND TITLE DBE ‐ FDOT UCP Raj Krishnasamy, P.E., President/Principal Engineer MBE ‐ Florida Statewide OSD & City of Orlando SBE – Pinellas County & SFWMD. 7. NAME OF FIRM (If block 2a is a branch office) 6b. TELEPHONE NUMBER 6c. E‐MAIL ADDRESS N/A (561) 687‐8536 [email protected]

8a. FORMER FIRM NAME(S) (If any) 8b. YR. ESTABLISHED 8c. UNIQUE ENTITY IDENTIFIER N/A N/A N/A

10. PROFILE OF FIRM'S EXPERIENCE AND 9. EMPLOYEES BY DISCIPLINE ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS c. Revenue Index a. Function c. No. of Employees a. Profile b. Discipline b. Experience Number Code Code (1) FIRM (2) BRANCH (see below) 2 Administrative 6 6 S05 Soils and Geologic Studies; 6 Foundations 8 CADD Technician 2 2 T02 Testing and Inspection Services 6 27 Foundation/Geotechnical Eng 7 7 58 Technician/Analyst 27 27 15 Construction Inspector 5 5 16 Construction Manager 2 2

Total 49 49 11. ANNUAL AVERAGE PROFESSIONAL PROFESSIONAL SERVICES REVENUE INDEX NUMBER SERVICES REVENUES OF FIRM 1. Less than $100,000. 6. $2 million to less than $5 million FOR LAST 3 YEARS 2. $100,000 to less than $250,000 7. $5 million to less than $10 million (Insert revenue index number shown at right) 3. $250,000 to less than $500,000 8. $10 million to less than $25 million a. Federal Work 6 4. $500,000 to less than $1 million 9. $25 million to less than $50 million b. Non‐Federal Work 6 5. $1 million to less than $2 million 10. $50 million or greater c. Total Work 7 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a. SIGNATURE b. DATE

c. NAME AND TITLE January 4, 2021

Raj Krishnasamy, P.E., President/Principal Engineer

5 | Page 38 ARCHITECT - ENGINEER QUALIFICATIONS

PART I - CONTRACT-SPECIFIC QUALIFICATIONS

A. CONTRACT INFORMATION 1. TITLE AND LOCATION (City and State) Request for Qualifications - Utilities Continuing Professional Services, Davie, Florida

2. PUBLIC NOTICE DATE 3. SOLICITATION OR PROJECT NUMBER November 30, 2020 RFQ No. RM-21-16

B. ARCHITECT-ENGINEER POINT OF CONTACT

3. NAME AND TITLE Andres Garcia, Senior Utility Location Manager

4. NAME OF FIRM InfraMap Corp.

5. TELEPHONE NUMBER 6. FAX NUMBER 7. E-MAIL ADDRESS 561-586-0790 561-586-1171 [email protected]

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 V - J PRIME SUBCON PARTNER TRACTOR

a X InfraMap Corporation 1860 Old Okeechobee Rd., Unit Subsurface Utility Engineering 201, West Palm Beach, FL 33409 Consultant  CHECK IF BRANCH OFFICE

b

 CHECK IF BRANCH OFFICE

c

 CHECK IF BRANCH OFFICE

d

 CHECK IF BRANCH OFFICE

 CHECK IF BRANCH OFFICE

D. ORGANIZATIONAL CHART OF PROPOSED TEAM  (Attached)

STANDARD FORM 330 (1/2004) 5 | Page 39 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 Andres Garcia, SULM Senior Utility Location Manager – a. TOTAL 22 b. WITH CURRENT FIRM 21 SUR Field Supervisor

15. FIRM NAME AND LOCATION (City and State) InfraMap Corp., West Palm Beach, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Palm Beach State College InfraMap Training Program for Utility Locating & Designating Certification/Instructor ATSSA, Traffic Control Supervisor Certification, August 2000 Confined Space Entry Training Program Certification (OSHA 1910.146) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Mr. Garcia has performed utility locating assignments for InfraMap Corp in Florida, Virginia, Maryland, Georgia and Alabama since 1998. He currently is a Senior Utility Location Manager and is proficient with utility designating, performing test holes and utility CADD. Mr. Garcia’s responsibilities include utility designation and test hole project management, attending utility scoping meetings, obtaining permits, records research, traffic control supervision, field data collection, quality control of the field work and FDOT Standards Compliance for each delivered submittal. Mr. Garcia has excelled as a survey party chief with experience in Total Station survey and data collector knowledge (electronic field book, TDS functions, and three wire bench runs and GPS/RTK on several designating and utility locating projects). His assistance in the survey EFB data collection compliance further adds to InfraMap’s knowledge and experience. His role as Senior Utility Location Manager is obtaining utility records and ROW permits, QA/QC, supervisory of field crews, meeting with utility company personnel and Maintenance of Traffic (MOT) set up.

19. RELEVANT PROJECTS

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED FDOT District 4 - District-Wide Utility Locating Services PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Contract # C-9161 Through 2018 a (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE X Check if project performed with current firm Mr. Garcia served as InfraMap’s Utility Location Manager on projects under the FDOT District 4 Contract. InfraMap has provided utility designating, air/vacuum test holes, survey and EFB/CAiCE/MicroStation CADD on highway projects in District 4 in support of the District’s pre-design program through private consultants and in-house design program. InfraMap has had district-wide utility locating contracts since 1996.

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED FDOT District 6 District-Wide Utility Locating Services PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Contract # C-9C12 Through 2018 b (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE X Check if project performed with current firm Mr. Garcia served as InfraMap’s Utility Location Manager on projects under the FDOT District 6 Contract. InfraMap has provided utility designating, air/vacuum test holes, survey and EFB/CAiCE/MicroStation CADD on highway projects in District 6 in support of the District’s pre-design program through private consultants and in-house design program. InfraMap has had district-wide utility locating contracts since 1997.

(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED SR A1A, FDOT #438042-1-52-01 PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Vero Beach, Florida 2019

(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE X Check if project performed with current firm c Mr. Garcia served as SUR Field Supervisor on this project. InfraMap provided the client with up to 49 Air/Vacuum Test Holes, completed Survey and delivered the final product to the client in MicroStation CADD format, as requested for the design services for SR A1A from Tides Road MP 8.66 to Coco Plum Lane MP 15.4. Mr. Garcia’s duties included planning, field review, supervision and coordination with our field crews, maintaining the project schedule, client contact, and QA/QC for this project.

STANDARD FORM 330 (1/2004) 5 | Page 40 20. EXAMPLE PROJECT KEY F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S NUMBER QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. 1 Complete one Section F for each project.)

21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Open-End District Contract for Subsurface PROFESSIONAL SERVICES CONSTRUCTION (if Applicable) Utility Designating and Locating Florida Department of Transportation - District 4 On Call Through 2017 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Florida Department of Transportation Mr. Jeff Smith (954) 777-4560 District 4

24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Subsurface Utility Engineering Services and Utility Infrastructure Mapping Contract including: Utility Designating, Air/Vacuum Test Holes, Survey, and MicroStation CADD on Highway projects through the state of Florida in support of the FDOT’s pre-design program through private consultants and in-house design program.

Contract Cost: $1,500,000.00

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. InfraMap Corp. West Palm Beach, Florida Prime

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE 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.

STANDARD FORM 330 (1/2004) 5 | Page 41

20. EXAMPLE PROJECT KEY F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S NUMBER QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. 2 Complete one Section F for each project.)

21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED State Road 7 / US 441 Designation and Test Hole PROFESSIONAL SERVICES CONSTRUCTION (if Applicable) Services, Hollywood, Florida 2013 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Florida Department of Mr. Paul Dall (954) 486-1400 Transportation

25. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost)

InfraMap provided utility designation, test holes and survey along SR7/US 441 from Fillmore St to Stirling Rd. for this highway improvement project. InfraMap designated 553,700 linear feet of utilities along SR 7/ US 441 and adjacent streets. In addition to the designation portion of this project, InfraMap also performed 200 air vacuum test holes at locations requested by the FDOT. Deliverables were provided to the client’s specifications on time and in the requested format for this project.

Contract Value: $117,551.05

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. InfraMap Corp. West Palm Beach, Florida Prime

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE 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.

STANDARD FORM 330 (1/2004) 5 | Page 42 20. EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S KEY NUMBER QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. 3 Complete one Section F for each project.)

21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Open-End District Contract for Subsurface PROFESSIONAL SERVICES CONSTRUCTION (if Applicable) Utility Designating and Locating Florida Department of Transportation - District 6 On Call Through 2017 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Florida Department of Transportation Mr. Jeff Smith (954) 777-4560 District 4

26. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost)

Subsurface Utility Engineering Services and Utility Infrastructure Mapping Contract including: Utility Designating, Air/Vacuum Test Holes, Survey, and MicroStation CADD on Highway projects through the state of Florida in support of the FDOT’s pre-design program through private consultants and in-house design program.

Contract Cost: $3,000,000.00

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. InfraMap Corp. West Palm Beach, Florida Prime

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE 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.

STANDARD FORM 330 (1/2004) 5 | Page 43 20. EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S KEY NUMBER QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. 4 Complete one Section F for each project.)

21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Sandpiper Avenue, Royal Palm Beach, Florida PROFESSIONAL SERVICES CONSTRUCTION (if Applicable)

2018 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Keshavarz & Associates Mr. Amir Keshavarz (561) 689-8600

27. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost)

InfraMap provided the client with utility targeting and test hole services along Sandpiper Avenue and the adjacent streets for this project. InfraMap employees located approximately 15,000 LF of utilities and dug 35 test holes, delivering findings in the requested formats to the client on-time and on-budget.

Contract Cost: $31,064.16

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. InfraMap Corp. West Palm Beach, Florida Prime

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE 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.

STANDARD FORM 330 (1/2004) 5 | Page 44 20. EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S KEY NUMBER QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. 5 Complete one Section F for each project.)

21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED OPBCWUD Phase I, Boca Raton, Florida PROFESSIONAL SERVICES CONSTRUCTION (if Applicable)

2018 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Chen Moore and Associates Mr. Brent Whitfield (561) 746-6900

28. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost)

InfraMap provided utility targeting and test hole services along Glades Road and a portion of Riverside Road for this project, delivering approximately 30,000 LF of targeted utilities and 65 utility test holes. This project was delivered on-time and on-budget.

Contract Cost: $61,371.00

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. InfraMap Corp. West Palm Beach, Florida Prime

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE 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.

STANDARD FORM 330 (1/2004) 5 | Page 45 20. EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S KEY NUMBER QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. 6 Complete one Section F for each project.)

21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED SR A1A, Vero Beach, Florida PROFESSIONAL SERVICES CONSTRUCTION (if Applicable)

2019 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Civil Works Ms. Linda Bell (305) 591-4323

29. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost)

InfraMap provided utility designating and test hole services along SR A1A in Vero Beach for this project. Approximately 8,000 LF of utilities were located and 75 utility test holes were performed for the client, including processing utility test holes and delivering via FDOT standards. This project was completed on-time and on-budget.

Contract Cost: $68,711.34

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. InfraMap Corp. West Palm Beach, Florida Prime

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE 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.

STANDARD FORM 330 (1/2004) 5 | Page 46 20. EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S KEY NUMBER QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. 7 Complete one Section F for each project.)

21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED City of Delray Beach- Osceola Neighborhood Improvements PROFESSIONAL SERVICES CONSTRUCTION (if Applicable) Delray Beach, Florida 2018 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Baxter & Woodman Ms. Courtney Marshall (561) 425-7731

30. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost)

InfraMap provided utility test hole services for this project at various locations within the city of Delray Beach. A total of 89 utility test holes were performed for the client for this project. This project was completed on-time and on-budget.

Contract Cost: $35,608.21

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. InfraMap Corp. West Palm Beach, Florida Prime

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE 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.

STANDARD FORM 330 (1/2004) 5 | Page 47 20. EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S KEY NUMBER QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. 8 Complete one Section F for each project.)

21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED CDO 3 PBCWUD, West Palm Beach, Florida PROFESSIONAL SERVICES CONSTRUCTION (if Applicable)

2018 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Keshavarz and Associates Mr. Amir Keshavarz (561-689-8600)

31. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost)

InfraMap provided the client with utility targeting and test hole services in the Dillman Heights, Berkshire and Gun Club Estates neighborhoods for this project. InfraMap employees located approximately 24,000 LF of utilities and performed 190 test holes, delivering findings in the requested formats to the client on-time and on-budget.

Contract Cost: $90,900.00

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. InfraMap Corp. West Palm Beach, Florida Prime

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE 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.

STANDARD FORM 330 (1/2004) 5 | Page 48 20. EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S KEY NUMBER QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. 9 Complete one Section F for each project.)

21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED PBCWUD WTP #2, Greenacres, Florida PROFESSIONAL SERVICES CONSTRUCTION (if Applicable)

2018 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Kimley Horn Mr. Lance Littrell (407) 412-7544

32. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost)

InfraMap provided the client with utility targeting and test hole services within WTP #2. InfraMap employees located approximately 18,000 LF of utilities and performed 50 test holes, delivering findings in the requested formats to the client on-time and on-budget.

Contract Cost: $40,403.95

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. InfraMap Corp. West Palm Beach, Florida Prime

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE 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.

STANDARD FORM 330 (1/2004) 5 | Page 49 20. EXAMPLE PROJECT F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S KEY NUMBER QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. 10 Complete one Section F for each project.)

21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED United States Navy, NAVFAC Utility Locating and Survey PROFESSIONAL SERVICES CONSTRUCTION (if Applicable) Contract, Norfolk, Virginia Currently Under Contract 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER NAVFAC Mid-Atlantic Mr. David Midgett (757) 341-1694

33. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost)

InfraMap has provided on-call service for this contract since 2008. InfraMap is tasked with locating all utilities for seven Navy facilities in the Hampton Roads region of NAVFAC and all Navy facilities within a fifty-mile radius of Norfolk. This contract also supports Engineering Design and GPS Surveys. InfraMap established an additional office on Baker Road in Virginia Beach, staffing the office with a combination of InfraMap veterans and local new hires with extensive industry experience.

Contract Cost: $20,000,000.00

25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. InfraMap Corp. Virginia Beach, Virginia Prime

(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE 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.

STANDARD FORM 330 (1/2004) 5 | Page 50 G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS

26. NAMES OF 27. ROLE IN THIS CONTRACT 28. EXAMPLE PROJECTS KEY PERSONNEL (From Section E, (Fill in "Example Projects Key" section below before completing table. Place (From Section E, Block 13) "X" under project key number for participation in same or similar role.) Block 12) 1 2 3 4 5 6 7 8 9 10

Andres Garcia SUR Field Supervisor 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) Open-End District Contract for Subsurface SR A1A, Vero Beach, FL 1 Utility Designating and Locating 6 Florida Department of Transportation - District 4 SR 7 / US 441 Designation and Test Hole Services, City of Delray Beach- Osceola Neighborhood Improvements, 2 7 Hollywood, FL Delray Beach, FL Open-End District Contract for Subsurface CDO 3 PBCWUD, West Palm Beach, FL 3 Utility Designating and Locating 8 Florida Department of Transportation - District 6 4 Sandpiper Avenue, Royal Palm Beach, FL 9 PBCWUD WTP #2, Greenacres, FL OPBCWUD Phase I, Boca Raton, FL United States Navy, NAVFAC Utility Locating and Survey 5 10 Contract, Norfolk, VA

STANDARD FORM 330 (1/2004) 5 | Page 51 H. ADDITIONAL INFORMATION

30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS AS NEEDED.

InfraMap Corp. is one of the few remaining firms who specialize in the Subsurface Utility Engineering (SUE) and Utility Infrastructure Mapping industry exclusively, as opposed to a department or subgroup of an engineering/architectural firm. As a result, every InfraMap employee is trained and dedicated to the SUE industry.

For over thirty-two years, InfraMap has provided quality Subsurface Utility Engineering (SUE) and Utility Infrastructure Mapping services to State Transportation Departments and other government agencies for a wide range of projects including bridge replacements or rehabilitations, intersection improvements, roadway and highway widenings, drainage improvements, ADA projects, proposed signals, railroad crossings, and utility improvements. Some of these contracts are delivered in AutoCAD and others are in MicroStation and some of our consultants utilize the own software for deliverables.

We are experts in the execution of ASCE 38 Standard Guideline for the Collection and Depiction of Subsurface Utility Data, identification and depiction of utility systems and network, the geophysics of underground utility locating, and the management of utility data. We have the current staffing, experience, equipment, and other necessary resources to perform multiple small and large assignments for this contract immediately. InfraMap has been awarded multi-year Statewide SUE contracts for State Transportation Departments in Florida, New York, Delaware, Maryland, North Carolina, South Carolina, Georgia, Virginia, and Vermont, and have worked as a sub-consultant for NJDOT and at most PennDOT Districts. InfraMap has produced an impressive portfolio of achievements including more than 25,000 projects completed, more than 25 million feet of Quality Level B utility designating and survey, and over 125,000 Quality Level A air vacuum excavation test holes, which includes processing of survey into MicroStation and AutoCAD.

Thank you for your time and consideration in reviewing our firm for this project.

I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. 31. SIGNATURE 32. DATE 1/4/2021

33. NAME AND TITLE Michael Goodman, Vice President, InfraMap Corp.

STANDARD FORM 330 (1/2004) PAGE 5

5 | Page 52 1. SOLICITATION NUMBER (If any) ARCHITECT – ENGINEER QUALIFICATIONS RFQ No. RM-21-16 PART II – GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM (OR BRANCH OFFICE) NAME 3. YEAR ESTABLISHED 4. DUNS NUMBER InfraMap Corp. 2001 718-715-6124 2b. STREET 5. OWNERSHIP 10365 Cedar Lane a. TYPE 2c. CITY 2d. STATE 2e. ZIP CODE Corporation

Glen Allen VA 23059 b. SMALL BUSINESS STATUS

6a. POINT OF CONTACT NAME AND TITLE Federal Small Business

Michael Goodman, Vice President, InfraMap Corp. 7. NAME OF FIRM (If block 2a is a branch office)

6b. TELEPHONE NUMBER 6c. E-MAIL ADDRESS 804-550-2937 [email protected] 8a. FORMER FIRM NAME(S) (If any) 8b. YR. ESTABLISHED 8c. DUNS NUMBER Accurate Locating, Inc. 1987 718-715-6124

10. PROFILE OF FIRM’S EXPERIENCE AND 9. EMPLOYEES BY DISCIPLINE ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS c. Revenue a. Function c. No. of Employees a. Profile b. Discipline b. Experience Index Number Code (1) FIRM (2) BRANCH Code (see below) 02 Administrative 10 1 B02 Bridges 08 CADD Technician 3 1 C10 Commercial Building; (low rise); Shopping 12 Civil Engineers 2 1 C15 ConstructionCenters Management 15 Construction Inspectors E02 Educational Facilities; Classrooms 21 Electrical Engineers G04 Geographic Information System Services: 23 Environmental Engineer H07 Highways;Development, Streets; Analysis, Airfield and Paving; Data Col Parking 24 Environmental Scientist H09 HospitalsLots & Medical Facilities 29 Geographic Information System H11 Housing (Residential, Multifamily, 32 HydraulicSpecialist Engineer I01 IndustrialApartments, Buildings; Condominiums Manufacturing Plants 38 Land Surveyor 6 2 I06 Irrigation; Drainage 39 Landscape Architects L03 Landscape Architecture 52 Sanitary Engineers O01 Office Building; Industrial Parks 57 Structural Engineers P06 Planning (Site, Installation and Project) 60 Transportation Engineers S04 Sewage Collection, Treatment & Disposal 62 Water Resources Engineer S10 Surveying; Platting; Mapping; Flood Plain Air Quality Specialist S13 StormwaterStudies Handling & Facilities Engineering Technician T03 Traffic & Transportation Engineering Financial Specialists T04 Topographic Surveying and Mapping Land Planning/Site Design W01 Warehouses & Depots W02 Water Resources; Hydrology; Ground Water Utility Locators 51 10 other Subsurface Utility Engineering 6 Total 72 15 other Utility Location, Mapping and Survey 6

11. ANNUAL AVERAGE PROFESSIONAL SERVICES PROFESSIONAL SERVICES REVENUE INDEX NUMBER REVENUES OF FIRM FOR LAST 3 YEARS (Insert revenue index number shown at right) 1. Less than $100,000 6. $2 million to less than $5 million 2. $100,000 to less than $250,000 7. $5 million to less than $10 million a. Federal Work 6 3. $250,000 to less than $500,000 8. $10 million to less than $25 million b. Non-Federal Work 6 4. $500,000 to less than $1 million 9. $25 million to less than $50 million c. Total Work 7 5. $1 million to less than $2 million 10. $50 million or greater 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a. SIGNATURE B. DATE January 4, 2021 c. NAME AND TITLE Michael Goodman, Vice President, InfraMap Corp.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (6/2004) PAGE 6 MANDATORY USE DATE OF FORM 5/1/2004

5 | Page 53

SECTION 5: QUALIFICATIONS AND EXPERIENCE

PAST PROJECTS OF SIMILAR SCOPE AND SIZE Craven Thompson was founded in 1962 and has a large group of professional engineers, graduate engineers, surveyors, G.I.S. specialists, landscape architects and planners. Craven Thompson has been providing civil/transportation/water & wastewater engineering, land surveying and mapping and CEI services for the past fifty-nine (59) years, landscape architectural services for the past thirty-six (36) years, and G.I.S. services for the past fifteen (15) years. Land Surveying and Mapping Craven Thompson & Associates, Inc. will perform tasks such as prepare American Land Title Association (“ALTA”) and American Congress of Surveying and Mapping (“ACSM”) land surveys, Letters of Map Amendment (“LOMA”), boundary and topographic surveys, road stakeouts, construction layouts and as- builts, preparation of plat and subdivision documents and other surveying related services. A sample of land surveying and mapping projects recently performed by Craven Thompson includes: ▪ Town Hall Boundary and Topographic Survey, Southwest Ranches, Florida Craven Thompson prepared a boundary and topographic survey, a boundary plat, plat revisions, and certified corner records for the Southwest Ranches Town Hall Parcel. This project included recovery and/or setting of the existing boundary and/or right-of-way monumentation, establishing two (2) site benchmarks on, or adjacent to the property, locating of all existing aboveground visible improvements within the survey limits, including buildings, pavement, walkways, slabs, fences, utilities, trees, and signs, locating of all aboveground and visible utilities features on site. ▪ NE 188th Street Seawall Survey, Aventura, Florida Prepared a topographic survey of the concrete seawall north of the Aventura City of Excellence School, lying north of NE 188th Street, approximately 690 linear feet. This Topographic survey met all of the current surveying requirements of the Board of Professional Surveyors and Mappers of the State of Florida and included recovery of property monumentation along the seawalls. ▪ Beachcomber Villas ALTA Survey and Flood Certificate, Pompano Beach, Florida Prepared a boundary and topographic survey of the residential property, situated along the Atlantic Ocean. Located Coastal Construction Control Line, and FIRM Velocity Zones. Obtained building, site and mechanical equipment elevations, record pictures and prepared a single FEMA Elevation Certificates for the lobby, restaurant, and hotel tower structures. ▪ Construction Layout for SFRTA Operations Building, Parking Garage & Platform, Pompano Beach Recovered and/or reset property boundary corners, set reference points to the boundary outside the limits of construction, established survey control within the site, for the purpose of all construction layout and as-builts. Craven Thompson staked and graded operations, platform, and garage buildings, on double 10-foot offsets to building square-out, for pad installation after site demolition. ▪ Margate Canal Hydrographic Survey, Margate, Florida The location of aboveground visible improvements included drainage structures, parking pavement along the east side of the canal, buildings immediately adjacent to the southern portion of the canal, edge of water, cross sections of the canal, top of bank, fences and visible utilities were located. ▪ Master Lift Station W-14 As-Built Survey, Hollywood, Florida Obtained field survey information and prepared an as-built survey for the existing sewage Lift Station W14 using the 3D Laser Scanner. The survey information included detailed dimensions on pipes, pumps, panels, tanks, etc.

TOWN OF DAVIE - REQUEST FOR QUALIFICATIONS NO. RM-21-16 UTILITIES CONTINUING PROFESSIONAL SERVICES 5 | Page 54

SECTION 5: QUALIFICATIONS AND EXPERIENCE

▪ Stormwater GIS/Data Collection Project, North Miami Beach, Florida The City is divided into six (6) zones and that structure/pipe data was collected within each zone and identified by zone and structure numbers. GIS data was collected and processed utilizing the City’s existing Unit ID naming system in the geodatabase. The data was collected by a Unique ID. Craven Thompson provided the City with a copy of the updated geodatabase with all the proposed data fields to be collected for review. The GIS data collected consists of: Structure type (junction, inlet, control structure, drainage well): Pipes, Culvert and Outfalls, and Headwalls and Seawalls. ▪ Fort Lauderdale Sanitary Sewer System GIS & Surveying, Fort Lauderdale, Florida Established Primary and Secondary Vertical Control with over 3,000 new benchmarks for Sanitary Sewer Mapping of the City, including As-built/Inventory of Manholes, pump Stations, meters, valves, air valves and 80 miles of force mains. The work on this phase focused on 5,908 manholes for data collection and attribute identification.

COMPANY INFORMATION

• Firm’s Legal Name Craven, Thompson & Associates, Inc. • State of Organization or Incorporation State of Florida • Ownership Structure Corporation • Relative Size of the Firm Craven Thompson has seventy-five employees consisting of thirty Civil Engineers, twenty-one Surveyors & GIS Specialists (includes field crews), four Landscape Architects, one Landscape Designer, one Planner; two Construction Manager, five Construction Inspectors, two AutoCAD Technicians, and eight Administrative Personnel - four of which are clerical. • Corporate Headquarters’ Contact Person Mr. Patrick J. Gibney, P.E., Vice President, Engineering 3563 NW 53rd Street Fort Lauderdale, Florida 33309 Phone: (954) 739-6400 Email: [email protected]

TOWN OF DAVIE - REQUEST FOR QUALIFICATIONS NO. RM-21-16 UTILITIES CONTINUING PROFESSIONAL SERVICES 5 | Page 55

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SUBCONSULTANTS (Group 2: Land Surveying, Mapping, Geotechnical)

Tierra South Florida, Inc. Tierra South Florida, Inc. (TSF) is a full-service consulting geotechnical engineering, construction materials testing, and inspections firm with capabilities to provide test borings, engineering analyses and reports, AutoCAD and Micro-station plan sheets, laboratory soils testing, and construction materials testing. TSF was incorporated in the State of Florida in 2003. TSF is a certified Small/Minority Business (S/MBE) with Palm Beach County. TSF is also a certified Disadvantaged Business Enterprise (DBE) and Small Business Enterprise (SBE) with the Florida Department of Transportation and a certified Minority Business Enterprise (MBE) with the State of Florida’s Office of Supplier Diversity. TSF’s main office is located in the City of West Palm Beach, Florida with operational satellite offices in Hialeah Gardens and Fort Lauderdale, Florida. Their staff includes principal engineers with more than 25 years of experience in geotechnical, construction, laboratory and field materials testing and inspection services.

InfraMap Corp InfraMap is a leading provider of Subsurface Utility Engineering (S.U.E.) and Utility Infrastructure Mapping services. We collect utility infrastructure data in the field using sophisticated geophysical techniques and instrumentation (including Ground Penetrating Radar, GPR), with automated data collection gear and state of the art survey equipment. They collect and present this data to aid their clients in reducing the design and construction cost of major infrastructure projects. These services include:

▪ Air/vacuum excavation with survey and CADD, Utility Quality Level A ▪ Full-service designating, survey and CADD, Utility Quality Level B ▪ Ground Penetrating Radar (GPR) utility locating services ▪ Proposed structure clearing (such as drainage structures, pole bases, environment engineering soil borings, etc.) by sweeping electronically, excavating, and documenting all utilities in conflict ▪ Electrical/telephone manhole inspection and detailing ▪ Reconnaissance and occupation of existing survey control Utility Quality Level A: Precise horizontal and vertical location of utilities obtained by the actual exposure (or verification of previously exposed and surveyed utilities) and subsequent measurement of subsurface utilities, usually at a specific point. Minimally intrusive excavation equipment is typically used to minimize the potential for utility damage. A precise horizontal and vertical location, as well as other utility attributes, is shown on plan documents. Accuracy is typically set to 15-mm vertical and to applicable horizontal survey and mapping accuracy as defined or expected by the project owner. Utility Quality Level B: Information obtained through the application of appropriate surface geophysical methods to determine the existence and approximate horizontal position of subsurface utilities. Quality level B data should be reproducible by surface geophysics at any point of their depiction. This information is surveyed to applicable tolerances defined by the project and reduced onto plan documents.

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PROFESSIONAL LICENSES / CERTIFICATIONS CRAVEN THOMPSON & ASSOCIATES, INC.

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TIERRA SOUTH FLORIDA, INC.

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INFRAMAP CORP.

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Section

6

SECTION 6: METHODOLOGY AND APPROACH

UNDERSTANDING OF THE TOWN’S NEEDS, GOALS, AND OBJECTIVES The Town of Davie has a predominately rural/equestrian atmosphere, promoting open space and environmental awareness. Even within the Regional Activity Center (RAC) and the Community Redevelopment Area (CRA) this atmosphere is promoted. The Town is implementing pedestrian-friendly features such as sidewalks, interconnected pathways, and other infrastructure and design features that contribute to the comfort, safety, and convenience of residents, while addressing the need to upgrade infrastructure to meet current and future demand. This includes upgrades of essential services (Fire & Police), parks and recreational space, the transportation system, water and wastewater utilities, and drainage.

Fire and police planned capital improvements include equipment replacement/upgrades new vehicles, and renovations to existing fire and police stations. Craven Thompson has provided professional consulting services for a number of fire stations including Davie Fire Rescue Station 104, and the fuel island at the Police/Fire/EMS complex at Nob Hill Road and State Road 84.

Parks and open space are of primary importance in promoting the Town’s environmental and open space policies, as well as providing superior recreational facilities to residents. The Town is seeking to update the Parks Master Plan, as well as developing an ADA transition plan. Craven Thompson has developed site related ADA Transition Plans for the Cities of Aventura and North Miami Beach. Improvements designated in the Capital Improvement Plan include Bamford Sports Field Renovations, sports field lighting upgrades, trail upgrades and improvements, the acquisition of fitness and other equipment. Our landscape architecture department is well known in many South Florida communities for their exceptional park planning and design.

The Town has a considerable transportation program planned over the next ten years. This is comprised of projects such as: College Avenue Phase II Improvements (Municipal Surtax Capital Project No. DAVI- 001); Davie Road Phase III Improvements (Municipal Surtax Capital Project No. DAVI-003); SW 30th Street Improvements (Municipal Surtax Capital Project No. DAVI-012; Nova Drive Phase II Improvements (Municipal Surtax Capital Project No. DAVI-014); Orange Drive Improvements (Municipal Surtax Capital Project No. DAVI-016); Davie Road Phase IV Improvements; Flamingo Road and SW 26th Avenue Intersection Improvements; Hiatus Road Improvements; SW 36th Street Improvements (from 2-lane to 4- lane, Craven Thompson designed the existing 2-lane street); SW 39th Street Improvements; SW 130th Avenue Improvements, street lighting, ADA improvements; and other various intersection improvements. Many of these include bike lanes and other complete street related improvements. We have recently designed complete streets projects for Oakland Park, Miramar, and North Lauderdale. Craven Thompson has surveyed, designed, permitted, and provided CEI services for hundreds of miles of roadway improvements over the past ten years.

The Town owns their own water distribution/transmission system, as well as a sanitary collection/transmission system. The Town planned improvements to these systems include watermain rehabilitation, water meter replacement, sanitary collection system rehabilitation, and sanitary lift station rehabilitation. We recently completed Phases 2 & 3 of the Davie Eastside Infrastructure Improvement Project. Water and Sanitary projects have been at the core of Craven Thompson’s business since inception. Over the past ten years we have designed hundreds of miles of watermain and sanitary sewer and over forty-five lift station projects.

The drainage within the Town limits is governed by the Central Broward Water Control District (CBWCD) and the Tindall Hammock Irrigation & Soil Conservation District (THISCD). Craven Thompson is the District Engineer for both of these entities. The Town’s Capital Improvement Plan identifies a number of

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Transit Oriented Corridor (TOC) drainage/stormwater management improvement projects that are currently planned. In 2014, Craven Thompson developed the Stormwater Master Plan for the TOC and therefore, we understand the drainage within the TOC (and the Town) better than any other professional consultant.

VISION, METHODOLOGY, AND APPROACH TO TOWN OF DAVIE PROJECTS

Craven Thompson’s professionals bring an extensive amount of combined experience in the surveying, and mapping field and has built a reputation for delivering reliable and consistent professional expertise with a focus on client satisfaction. We combined our knowledge and refined set of skills for the benefit of our customers. At Craven Thompson, it is our mission to provide solutions that exceed our customer’s expectations and build long-term relationships that will enable us to work together for the safety and well-being of our communities, now and in the future.

Our project approach is to plan, survey, design, and construct the project in concert with the Town and their staff so that all ideas and opinions are considered, and the entire team has ownership and a vested interest in the final product. Carrying this inclusive collaborative approach to all tasks is essential to ensuring seamless, cost-effective delivery of a project. Furthermore, we understand that each phase of the project delivery is critical, and each successive step is only as good as the work done in previous steps.

The surveying, mapping, & geotechnical project manager for this project will be Richard Pryce, P.S.M. Mr. Pryce takes an active role in the day-to-day operations and is very responsive to his clients and is very quick to resolve any issues which may arise.

In order to keep projects on track to meet time and budget requirements, Mr. Pryce will be in regular contact with the Town representative through various means. The Craven Thompson team members are readily accessible for face-to-face or Zoom meetings, or by phone, or via email during regular hours, 7:00 am to 6:00 pm (and outside of regular hours should it become necessary).

Craven Thompson will supply the Town with a contact list of team members at the beginning of the project. We will respond to the Town’s calls or emails within four hours of receiving them at the latest and sooner if possible. We will be available for emergency (non-scheduled) meetings within a very short notice.

SURVEYING AND MAPPING APPROACH Craven Thompson proposes the following approach to survey, mapping, & geotechnical tasks to be performed for the Town: ▪ We will perform preliminary research of subject properties to determine exact limits, available survey data on and near the site, and assign a Project Lead Surveyor best suited for the type of survey requested. ▪ Dependent on the complexity of the Memorandum of Understanding (MOU) and if required, we will contact Town staff either in person, by phone, or through e-mail to discuss details of the statement of work, project schedule, Town’s cost limitations and deliverables.

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▪ The Project Lead Surveyor will then visit the site to review existing field conditions and note any issues that may arise as to access, safety, available horizontal and vertical control on or near the site, obstructions and unique conditions that will affect the cost and schedule in completion of the requested task. ▪ We will then prepare and submit a Memorandum of Understanding (MOU) that includes a detailed level of effort, project and staffing schedules, firm fixed price based on proposed labor effort applying the pre-determined rate schedule, project completion date and deliverables. ▪ If applicable, innovative and alternative survey methods will be proposed to give the Town options as to possible reduction of the project schedule and costs. Some of these methods would include GPS (Global Positioning System) Fast Static Control Survey and data collection, and 3D fixed base Laser Scanning. ▪ Once the Town has reviewed our proposal, we fine tune the labor effort, cost and schedule, and submit a revised MOU for approval and notice to proceed. All survey projects will adhere to the following Methodology: ▪ Work will begin immediately after receipt of the work authorization. The Project Lead Surveyor will compile any additional survey data required to perform office calculations and materials for the use of field and office staff to perform the tasks as outlined in the work authorization. A meeting will then be held with staff to review the project’s details, objectives, and schedule. ▪ During the field data collection and office preparation of the survey, daily evaluations of the collected information will be reviewed to assure accuracy and conformance to the scope. As a part of this process, the project will be analyzed and tracked to assure the ability to conform to the project scope, cost, and schedule. ▪ Upon completion of the project survey, an independent Project Lead Surveyor employed by our firm will perform a Quality Assurance and Quality Control review of the final product vs. the Town’s Detailed MOU, City Standards, the proposed scope of services, Florida State Statute Chapter 472 - Land Surveying and Mapping, Florida Standards of Practice for Land Surveying under Florida Administrative Code Chapter 5J-17 and any other applicable City Codes. ▪ All during the survey process, the Project Lead Surveyor will maintain close communications with survey staff and sub-consultants, managing the project in order to immediately solve any issues that may arise as to schedule, costs, and deliverables. This will assure that the Project Lead Surveyor can communicate regularly and accurately with Town project manager the status of the project at any given time and guarantee quality products delivered on time as required by the MOU. ▪ The final steps will be to deliver the project survey to the Town in the required format(s) for review. If there are any comments during the review by the Town, address those issues immediately and resubmit. All of the surveys involving field crews and sub-consultants will follow the above procedures. The types of survey and survey tasks will include: Topographic Survey, Record As-Built Survey, Specific Purpose Survey We pride ourselves being on the cutting edge of technology when deciding on which data collection method(s) to use when addressing the needs of our clients as to level of accuracy, cost and timeframe when proposing and executing a project. For these types of surveys, we use conventional data collection methods for smaller projects to be cost effective. For medium and large-scale tasks, we will analyze which method of data collection will be most efficient. These innovative methods would include GPS

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(Global Positioning System) Fast Static Control Survey and data collection, 3D fixed base laser scanning, mobile LiDAR scanning, aerial photogrammetry, and aerial LiDAR scanning. We have the capability to combine these diverse data acquisition methods resulting in quality and cost-effective products. Sketch & Descriptions and Preparation of Easements Our procedures for preparing sketch & descriptions and easements are virtually identical but dependent on the type of document required. These items are quite similar where a sketch & description could include any type of property, and easements would include a sketch & description of a portion of a certain property covering a utility, access, sidewalk or other type of improvement. The procedure would include reviewing the Town’s MOU; determining the purpose of the sketch & description, research of the property to determine ownership limits which would also establish the limits of the sketch & description and/or easement. All sketch & descriptions are prepared using AutoCAD Civil 3D software. We also strive to prepare the base calculations and final document in the state plane coordinate system thus providing a seamless importation into current databases. GPS Surveys We use GPS (Global Positioning System) equipment on almost all of the surveys we prepare. This provides unified survey data that is easily brought into GIS databases with little need for adjustment. Our equipment ranges from hand-held models with 3-meter accuracy to the latest survey-grade receivers and base stations with sub-centimeter accuracy. We also manage our own Continuously Operating Reference Station (CORS) located at our office which is partnered with Trimble Navigation. This CORS, along with continually upgrading our field equipment, provides the ability to provide our clients with survey solutions faster, more accurately and at less cost. Types of GPS surveys usually are Project Network Control (field monumentation for localized survey networks) or Regional GPS Survey Control for large scale projects. Laser Scanning We often use 3D laser scanning to prepare topographic and as-built surveys of roadways, parking lots, lift stations, buildings, utility plants and interiors of most any structure. The scanner will capture every aspect needed for design purposes in a point cloud of laser data, consisting of millions of 3D points. From this data we are able to prepare an AutoCAD drawing from any aspect in extreme detail in either 2D or 3D formats. This procedure consists of establishing survey control points at strategic locations around the property in an X-Y-Z format. With these control points set, the 3D scanner can then be positioned on, or near each of these controls and tied down to orientate the laser point clouds collected in the field. Multiple scanning positions are run that capture horizontal and vertical point positions in an X-Y-Z format detailing the facility. Then those scanned points will be registered together to form a seamless overall point cloud of the subject improvements. Each scanner position will capture everything in a 360-degree arc around the scanner in a 100-200-foot radius buffer, above and below the scanner along with digitally registered photographs of each area scanned. These points are then extracted and imported into an AutoCAD Civil 3D base for preparation of the drawing.

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Utilization of Existing Data or Management Systems Our staff utilizes a multitude of existing data systems to manage different projects. We utilize our accounting system (Deltek 7.5) to manage the budget and the time from individual employees throughout the project, it provides regular updates and alerts by email to run the project efficiently. We utilize ArcGIS to collect existing data from Town, County, and State agencies within the areas we are surveying to help organize and define the limits and the surrounding property information. We use various surveying software and hardware packages to do the Survey field and office operations as cost effectively as possible. And we utilize various governmental sites to access records and plans available for land information. Web/Cloud Based Solution Platforms We use the Trimble Terra-Flex system which is a cloud-based solution that allows the organization and control of the field data collection process. The power behind Terra-Flex is the integration between data collection and Geographic Information System, GIS, through a plug-in within GIS. A geodatabase that is created within GIS full of domains and schemas is uploaded to the cloud-based Terra-Flex system. From there forms are created based on the geodatabase and crafted to fit the constraints of the project complete with drop down menus and check boxes. These forms dictate how the field crews are to perform their surveys and ensure that all necessary information is recorded including multiple pictures of the target objects if desired. The field crews are able to view and edit these forms directly from a cell phone and/or tablet which provides great versatility in the field. These forms are then synced back to the cloud-based Terra-Flex system as soon as the form editing is complete and sends that information straight into the GIS attribute tables in the office where real time processing and analysis can happen. Right-of-Way Surveys Using existing records such as rights-of-way maps, plats, dedications, and maintenance maps, we will establish the limits of the corridor and survey the boundaries. The improvements in and adjacent to the right-of-way are then located with either 3D fixed base laser scanning, mobile LiDAR scanning, aerial photogrammetry, or aerial LiDAR scanning. We have utilized all of these methods in the past singly or in combination. These methods keep our field crews away from traffic; thereby, increasing the safety of our staff and the driving public. ALTA Surveys Part of the process of the work order will be to make available to the Town the minimum standard detail requirements for ALTA/NSPS Land Title Surveys. We will work with the Town to determine the exact purpose of the survey and tailor the final product that best suits the Town’s needs and meet the ALTA/ASPS requirements upon delivery. Canal and Embankments Cross Sections and Profiles (Hydrographic) We use the latest survey-grade sonar equipment integrated with our GPS data collection systems to collect thousands of points in the given body of water. Also, using GPS we collect the embankment topography and then import both sets of data into one seamless 3D drawing. This allows us to then cut cross-sections, profiles at any required position. We can also prepare quantity calculations of the subject site based on this data. The time to collect data and accuracy using our equipment and procedures has been greatly improved over previous standard survey methods.

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Field Reconnaissance Prior to performing field reconnaissance, the project manager researches all available record documents such as plats, right-of-way maps, previous surveys, state and county survey resources in and around the subject site. The project manager then visits the site, to help determine the level of effort and time it will take to complete the proposed task. Reconnaissance will determine availability of horizontal and vertical control along with any unique characteristics of the property that will affect the MOU and schedule. Underground Utilities Detection We engage a subsurface utility engineering (SUE) location sub-consultant (in this case, InfraMap Corp) to designate (paint and flag) the locations of the subject facility. We then horizontally locate the utility and plot on the base survey. During the design process, once proposed utilities are located, we will then stake the conflict points and locate test holes (vacuum excavation points) performed by the sub-contractor. This data is added to the survey and provided to the design engineer to resolve any issues in the design. Plan Review Services Including Plan Review Per F.S. Chapter 177 We are currently the plat reviewing surveyors for several municipalities in South Florida. We have developed a simplified checklist that mirrors Florida Statutes, Chapter 177, Land Boundaries Platting Law. We have also prepared checklists for each Town that directly corresponds with the specific platting code in the Code of Ordinances. These checklists made available to the owner and/or developer (plat applicant) at their initial meeting with the Town greatly increases the completeness and consistency of preliminary and final plats thereby saving time and costs for both the Town and platting client. In conjunction with the checklists, we also prepare red-lined mark-ups of the plats during the office review and field check of monumentation of the plat boundaries. The documents are all then scanned and emailed to the Town and if desired, directly to the platting surveyor thus reducing the paper trail and time it takes to complete the plat process. GIS Approach (if needed) Mr. Richard D. Pryce, P.S.M. will act as the overall GIS Coordinator and be the main point of contact. Mr. David Reyes, Senior GIS/CAD Technician will be assigned to this contract. Each surveyor has the responsibility of overseeing the individual GIS projects assigned to them from start to finish. They will report to Mr. Pryce on a daily and/or weekly basis depending on the size and scope of the project. They will keep track of the budget, the scope, and the timeframe to ensure each project is completed and delivered to the client in an efficient and timely manner. They will keep the GIS coordinator & project manager informed on any issues that may come up during the course of performing the GIS survey so that whatever the issue is, it can be resolved quickly to prevent any delays. The Professional Surveyors and Mappers acting in their GIS capacity are also the ones that are taking ownership and responsibility in regard to the quality and pride of the GIS work performed.

Craven Thompson’s Survey/GIS Department and the project manager will work closely with the Town staff on projects to identify the GIS scope and details. Mr. Pryce and his staff have the background, experience, and training in all types of surveying, mapping, GIS and LiDAR (Aerial, Terrestrial, and Mobile) to assist the Town as much or as little as the Town would require on any type of surveying and mapping

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or GIS project by providing a clear line of communication in getting things accomplished efficiently and cost effectively.

Craven Thompson will prepare a written proposal describing in detail the goal, the scope, the procedures, the equipment, the standards (Florida Administrative Code Rule 5J-17 – Standards of Practice for Surveying & Mapping), the timeframe, the approximate delivery date, and the proposed cost.

Data Collection

Survey/Data collection efforts will consist of Survey & G.I.S. personnel obtaining all survey control data for horizontal & vertical locations of all major utilities, storm, sanitary, water, electric, gas, and telecommunications. Storm and sanitary will include information at structures: rim, invert, pipe size and material, direction and condition, if needed. Our crews have collected on both handheld Global Navigation Satellite System (GNSS) Mapping Grade GPS or Survey Grade GNSS GPS units. This will include the latest integrated Trimble Geo 7X GNSS GPS receiver able to deliver up to 10cm real-time or post processed accuracy and/or Trimble R10/R8/R2 GNSS Rover Survey Grade receivers able to deliver centimeter/millimeter accuracy. It has been our experience that the newest GNSS GPS receivers yields the highest-grade accuracy required for this Solicitation and our ability to use multiple units provides us greater flexibility in a project like this.

All our survey data collection technicians at Craven Thompson are experienced with G.I.S. asset inventory projects. Their knowledge yields consistent and dependable execution of their duties while in the field. In addition to scheduling crews, our survey & G.I.S. coordinator perform random audits to ensure that data is collected both according to schedule and project specifications. We manage all aspects of the fieldwork, troubleshooting and resolving any issues that may arise during the collection phase. The collection team will gather information and attributes for the assets required by the Town. Our data collection personnel are constantly monitoring GPS status and positional accuracy as they progress along with project area.

Craven Thompson will create a template for attribute input applicable to the task to be installed on every data collector with each field technician. Upon recording the position, the technician will enter the mandatory and applicable attribute information into the template. Additionally, the data collection technicians will take a digital photograph of each of the referenced structures being surveyed. This photograph will become part of the G.I.S. database.

G.I.S. Database Updates

Under the direction of the Project Manager, Richard D. Pryce, P.S.M., our G.I.S. technicians will download the field information collected by the data collection technicians and import it into an initial fieldwork ArcGIS geodatabase where it will be analyzed for data quality, precision, Quality Assurance / Quality Control (QA/QC) and then integrated into the master geodatabase for the project. The geodatabase schema for the utility locates will be based upon standards agreed to with the G.I.S. staff. Craven Thompson will incorporate the information into the existing G.I.S. geodatabase schema to include all attribute data, positional data, photographic data, and other relevant data gathered during the data collection phase. Craven Thompson will utilize their expertise and experience in survey & G.I.S. data collection techniques for conducting the field inspection, collection, and QA/QC process.

Craven Thompson also has the experience of taking decades of survey and as-built records in both CAD and hard copy format and integrating them into an ArcGIS system database. Our survey & G.I.S. team has recently completed this task for the City of North Miami Beach, covering 42 Sections, and all of

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utilities at Port Everglades for Broward County. We have developed techniques setting hyperlinks in the G.I.S. database tied directly to the pipe and structure features in the G.I.S. system which makes them more accessible to the people who need them most. We are also experts in taking CAD files on multiple coordinate projections including assumed and local systems and getting them into the State Plane Coordinate System, Florida East Zone, NAD83 HARN and newer. An important part of the G.I.S. database development comes through easy access to past records within multiple departments in the Town. Through the G.I.S. database connectivity, these Record Drawings will continue to be utilized in the future and not lost in some file drawer or antiquated filing system. In order to assist Managers that may not have GIS knowledge, we have also converted GIS projects into a Google Earth platform so they can access the GIS data into something more user friendly.

We will use standard surveying procedures to establish the horizontal and vertical control and define the boundary and topographic features throughout the project area. This will include a GPS Fast Static Control survey performed utilizing surrounding National Geodetic Survey (NGS) and/or Florida Department of Transportation (FDOT) control monumentation for both horizontal and vertical positioning. We have also performed unique projects using all type of LiDAR (Terrestrial, Mobile, and Aerial) on several Broward County Cities and projects, including all of Hallandale Beach, Lauderdale Lakes, and currently in the process of collecting high density aerial LiDAR for the City of Fort Lauderdale covering an area of approximately 28,000 acres. We are going to using this for a massive drainage study that will take into account sea level rise.

The project surveyor will finalize any survey drawing in AutoCAD Civil 3D (latest version) or higher and all of the GIS will be performed in ArcGIS (latest version). Another registered surveyor will perform the QA/QC, make suggestions, and provide an objective review of the overall project for completeness and assurance of quality. At this time, the client will be contacted, and a determination made of the number of signed and sealed drawings necessary for submittal and the geodatabase updates.

SCHEDULING METHODOLOGY

Varying types of CCNA projects have diverse tasks, are of differing magnitudes of size and scope, and assorted timeframes. Therefore, giving a timeline for a typical project is not possible as there is no typical timeline. Smaller projects that take less than three months to complete will be done on a strict timeline designated in a simple and clear proposal that spells out the exact scope and deliverables. However, below is the type of software and how it would function for CCNA projects that are large in scale and takes nine months or longer to complete. Craven Thompson proposes using the critical path method (CPM) for scheduling, with Microsoft Project software. This method calculates the minimum completion time for a project along with the possible start and finish times for the project activities. The critical path itself represents the set or sequence of predecessor/successor activities which will take the longest time to complete. The duration of the critical path is the sum of the activities' durations along the path. Thus, the critical path can be defined as the longest possible path through the "network" of project activities. The duration of the critical path represents the minimum time required to complete a project. Any delays along the critical path would imply that additional time would be required to complete the project. There may be more than one critical path among all the project activities, so completion of the entire project could be delayed by delaying activities along any one of the critical paths. Formally, critical path scheduling assumes that a project has been divided into activities of fixed duration and well-defined predecessor relationships. A predecessor relationship implies that one activity must come before another in the schedule.

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The actual computer representation of the project schedule generally consists of a list of activities along with their associated durations, required resources and predecessor activities. The schedule will be presented in a graphical representation bar or Gantt chart illustrating the scheduled time for each activity. The bar chart lists activities and shows their scheduled start, finish and duration. Activities will be listed in the vertical axis of this figure, while time since project commencement is shown along the horizontal axis.

FIRM’S WORKLOAD

The, Craven Thompson business plan target composite utilization rate for the company is 75%. The targeted rate accounts for holiday, vacation, marketing, administration, illness, and other non-billable time. We employ a very small yet efficient number of administration personnel which contributes significantly to reducing our costs.

Our 2020 workload was well below the 2019 level as a result of the pandemic, and as a result our utilization rate dropped significantly. In 2019, Craven Thompson was at a company-wide utilization rate of 67%. In 2020 (after the onset of the pandemic) our utilization rate was at around 55%, which is well below our capacity. We anticipate a company-wide utilization of approximately 50% for the beginning of 2021 as the uncertainty has led to less projects being issued by our municipal clients, while some existing projects were placed on hold. At this point in time and for the foreseeable future our staff is and will be extremely underutilized.

Our surveyors, landscape architects, engineers, and construction services personnel will be able to devote all necessary time to the Town of Davie projects. Based on our current and projected workload, the Town of Davie can be assured that Craven Thompson will provide the staff as identified in this

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submittal and the resources necessary to complete the services on time and within the budget requirements.

CRAVEN THOMPSON EQUIPMENT AND TECHNOLOGY

Software: Craven Thompson & Associates continues to update all of needed software as the new versions are available. These programs include but are not limited: ▪ Autodesk Civil 3D 2019 ▪ Streamline Technologies ICPR ▪ Autodesk Navisworks Freedom 2019 ▪ Custom designed Engineering Calculation ▪ Transoft Solution AutoTURN 10.2 Software ▪ ESRI Arc GIS 10.7 ▪ Trimble Terraflex ▪ Bentley WaterCAD Connect Edition ▪ Leica Cyclone 9.3 3D Laser Scan Software ▪ Bentley SewerCAD Connect Edition ▪ Leica Cloudworx 6.4/AutoCAD Scan Software ▪ EPA PCSWMM Hydro Servers: Our server infrastructure is running two Dell PowerEdge Host Servers running VMware Virtual Software. These 2 Host servers run 8 virtual servers running Windows 2008 R2 and Windows 2012 R2 server software and connect to a 96 Terabyte SAN (Storage Attached Network) device configured with RAID 6 redundancy which provides us with a high availability of file access and fault tolerance. All data is backed up to a Buffalo 72 GB rack mount Network Attached Storage and an IBM Ultrium tape drive with capacity to backup up to 48 TB compressed data. Network: Our network infrastructure consists of the latest Cisco Catalyst switches and CAT 6 network cabling with speeds up to 1 GBS. Workstations: Our workstations are Dell Precision line workstations all running Windows 10 Professional with either Xeon or i7 Dual and Quad Core processors with solid state hard drives and a minimum 16 Gigabytes of RAM. Production workstation utilizes a minimum 5 GB video cards with dual 24” high resolution monitors. Plotting: We have an in-house Ricoh MP W8140 high-capacity wide format plotter with color scanning capability and two Cannon TX4000 Wide Format Color Plotter. Surveying Department Resources and Equipment: Craven Thompson has all the required resources and equipment needed to perform the surveying services as outlined in this RFQ. A complete list of Craven Thompson’s survey/GIS equipment and software are as follows: ▪ Craven Thompson’s Vehicles Twelve (12) Ford F-150 Pick-ups fully equipped for Surveying Crews Two (2) - 16-foot John Boat w/motor ▪ Craven Thompson’s Field Data Collection GPS Two (2) HydroLite-TM Hydrographic Survey System with Ohmex SonarMite echo sounder One (1) Trimble R8 GNSS GPS Systems Base Station Six (6) Trimble GNSS RTK GPS Systems [Three (3) Trimble R2 and Three (3) Trimble R10] One (1) Trimble R9 GNSS GPS Base Station with Trimble VRS Network Six (6) Trimble DiNi Digital Level 0.3mm Six (6) Trimble TSC3 data collectors with Trimble Access Software One (1) Trimble TSC7 data collectors with Trimble Access Software

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SECTION 6: METHODOLOGY AND APPROACH

▪ Field Data Collection Three (3) Trimble Robotic Total Stations Seven (7) Radios Seven (7) Spectra Precision 3L data collectors with Survey Pro Software Six (6) Leica Total Stations Seven (7) Leica Levels ▪ 3D Laser Scanning Leica C10 Laser Scanner - 3D Laser High-Definition Survey System Cyclone 9.3 Scanning software CloudWorx Pro for AutoCAD ▪ Software Support Autodesk: Civil 3D 19-20 Trimble: Trimble Business Center, Trimble Pathfinder Software and Trimble Terraflex Leica: Cyclone 9.3 - 3D Scan & Modeling, CloudWorx Pro Version 6.4 for AutoCAD ESRI GIS: ArcGIS 10.7 Standard & Advanced

FAMILIARITY WITH AGENCY POLICIES, PROCEDURES AND DESIGN REQUIREMENTS

In the past five years we have permitted both public and private projects through the Town of Davie. For the Town we designed and permitted the Eastside Master Infrastructure Improvements – Phases 2 & 3, and the Westside Drainage Improvements. These two projects were constructed within the last couple of years. We are also the engineers for Nova Southeastern University and have permitted a number of projects through the Town including SW 36th Street which was dedicated to the Town.

As noted earlier, Craven Thompson serves as the District Engineer for the Central Broward Water Control District, and the Tindall Hammack Irrigation & Soil Conservation District. We assisted in developing regulations and modifying their codes. We performed updates to the CBWCD East and West Basin Plans over the past five years.

Craven Thompson has designed and permitted a large number of projects through the FDEP, SFWMD, and the ACOE. These include roadway, neighborhood improvements and site design. In 2018 we permitted and outfall to the SFWMD C-17 Canal through ACOE.

We have permitted water distribution line extensions and sanitary sewer improvements through the FDEP and the Broward County Environmental Protection and Growth Management Department, Environmental Licensing and Building Permitting Division – Wastewater Division (sanitary only). Just in the past three years we permitted over 75,000 linear feet of sanitary gravity sewer and over 100,000 linear feet of watermain through these agencies on UAZs 108, 122, and 123. This includes five lift stations.

For roadway and other right-of-way improvements, the Town will have review and approval authority. However, should any of the work occur on or immediately adjacent to Broward County Highway Construction & Engineering Division or Florida Department of Transportation Department Right-of-Way, permits may be required from either of these agencies. Should wetlands be involved permitting will be required through the SFWMD, Broward County, and the Army Corps of Engineers. Craven Thompson has successfully processed many permit applications through these agencies over the past fifty-eight years, as our work has primarily been in Broward County.

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7

SECTION 7: REFERENCES

REFERENCES (Group 2: Land Surveying, Mapping, Geotechnical)

CRAVEN THOMPSON & ASSOCIATES - REFERENCES

1. Client Name, Address, Contact Person Telephone and E-mail Address: Ms. Emily McCord-Aceti, Community Services Manager Town of Southwest Ranches 13400 Griffin Road, Southwest Ranches, Florida 33330 Phone: (954) 343-7453 / Email: [email protected] Description of Work: SW 190th Avenue Topographic Survey - Craven Thompson prepared a topographic survey of SW 190th Avenue, from one hundred (100) feet south of SW 49th Street, to the north edge of pavement of Griffin Road, approximately 1,215 linear feet in length. The survey consisted of the existing twenty (20) foot wide of platted right-of-way, and a minimum of thirty (30) feet west and twenty-five (25) feet east of the existing right-of-way, for locations and topographic elevations. At the intersections of Griffin Road and SW 49th Street, the locations included up to one hundred (100) feet east and west of each intersection. Year the Project was Completed: 2016 Total Cost of the Construction Estimated and Actual: Not Applicable – No Construction 2. Client Name, Address, Contact Person Telephone and E-mail Address: Mr. Rares Petrica, MBA, P.E., Senior Project Manager City of Fort Lauderdale, Public Works Department 100 N. Andrews Avenue, Fort Lauderdale, Florida 33301 Phone: (954) 828-6720 / Email: [email protected] Description of Work: Fort Lauderdale Storm Water Master Plan - GIS & Surveying - The survey limits of this project are described as the entire City limits of Fort Lauderdale. The City was flown with high density aerial LiDAR to a vertical accuracy of 0.15 feet across the entire City. From the Lidar we created a 2-foot grid Digital Elevation Model of the ground for modeling drainage flow. This required a GPS Control Network, and 309 ground control for the flight, performed over 5,000 verification shots on hard surfaces at major roadways across the city. The second part of this survey was to collect and evaluate 5,400 storm structures with rims, inverts, pipe size, material, and research as- built records of the City in the Stormwater system and provide the data to the City in ArcGIS Geodatabase conforming to their GIS Model Schema. Year the Project was Completed: 2017 Total Cost of the Construction Estimated and Actual: Not Applicable – No Construction 3. Client Name, Address, Contact Person Telephone and E-mail Address: Ms. Jessica Brumley, V.P. Operations & Facilities Planning University of Miami 1535 Levante Avenue, Suite 201, Coral Gables, Florida 33146 Phone: (305) 284-5660 / Email: [email protected] Description of Work: Intramural Fields Survey - Craven Thompson prepared a topographic survey of the intramural fields on the University of Miami Campus in Coral Gable, Florida. The survey limits included approximately 9.5 acres. The survey showed locations of the median strip in San Amaro Drive, the entrance road on the North side of the Intramural Fields, the sidewalk on the south side of the fields, and to the buildings on the east side of the fields. Year the Project was Completed: 2019 Total Cost of the Construction Estimated and Actual: Not Applicable – No Construction

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SECTION 7: REFERENCES

TIERRA SOUTH FLORIDA - REFERENCES

Client Name, Address, Contact Person Telephone and E-mail Address: Mr. Anthony Longo, Senior Project Manager Palm Beach County – Capital Improvements Division 2633 Vista Parkway West Palm Beach, Florida 33411 Phone: (561)-233-0219 / Email: [email protected] Description of Work: Palm Beach County Water Utilities Dept. (WUD) Southern Region Operations Center (SROC) Storage Pavilions, Delray Beach, Florida - Provided: Geotechnical Engineering, Construction Material Testing and Inspection Services. Consultant Fees: $12,675.00 This project was completed on time and within budget in 2018.

Client Name, Address, Contact Person Telephone and E-mail Address: Mr. John Fintak, Senior Project Manager City of Sunrise 10770 West Oakland Park Boulevard Sunrise, Florida 33351 Phone: (954) 572-2395 / Email: [email protected] Description of Work: Miscellaneous Structures Backfill-WWTP, City of Sunrise, Florida - Provided Construction Material Testing Services. Consultant Fees: $525.00 This project is currently on-going.

Client Name, Address, Contact Person Telephone and E-mail Address: Ms. Talia Garcia, P.E., Utilities Engineering Manager City of Boca Raton – Utility Services Address: 1401 Glades Road Boca Raton, Florida 33431 Phone: 561-338-7307 / Email: [email protected] Description of Work: City of Boca Raton – Geotechnical Engineering and Lab Testing Services - Provided Geotechnical Engineering, Construction Material Testing Services. Consultant Fees: $239,572.50 to date This project is currently on-going since 2013.

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SECTION 7: REFERENCES

INFRAMAP CORP. - REFERENCES

Client Name, Address, Contact Person Telephone and E-mail Address: Ms. Emily Velazquez Survey Administrator Biscayne Engineering 529 West Flagler Street, Miami, FL 33130 Phone: (305) 324-7671 / Email: [email protected] Description of Work: Performed utility designating and test holes/soft digs for various civil design projects completed in 2020 and prior.

Client Name, Address, Contact Person Telephone and E-mail Address: Mr. Amir J. Keshavarz, P.E. Project Manager Keshavarz & Associates 711 North Dixie Highway, Suite 201 West Palm Beach, Florida 33401 Phone: (561) 689-8600 / Email: [email protected] Description of Work: Performed utility designating and test holes/soft digs for various civil design projects completed in 2020 and prior, including several projects for Palm Beach County Water Utilities Department.

Client Name, Address, Contact Person Telephone and E-mail Address: Mr. Hong Xu, PE Project Engineer / Public Utilities Administration City of West Palm Beach 401 Clematis Street, 5th Floor West Palm Beach, Florida 33401 Phone: (561) 494-1047 / E-Mail: [email protected] Description of Work: Performed utility test holes/soft digs for a stormwater design project completed in 2020 for the City of West Palm Beach.

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