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REQUEST FOR QUALIFICATIONS N0. 18-08-01 FOR CONSULTING ENGINEERING SERVICES FOR GOLDEN SHORES UTILITY UNDERGROUNDING AND ROADWAY IMPROVEMENTS (CCNA) September 4, 2018 Submitted by: Craig A. Smith & Associates, Inc. Contact: Stephen C. Smith, P.E. 7777 Glades Road, Suite 410 Boca Raton, FL 33434 (561) 314-4445 * Fax: (561) 314-4458 Email: ssmith@craigasmith.com @�0g Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination SECTION DESCRIPTION PAGE A TITLE PAGE 1 B TABLE OF CONTENTS 2 C COVER LETTER AND EXECUTIVE SUMMARY 3-5 CURRENT & PROJECTED WORKLOAD 6-7 OVERALL EXPERIENCE 8 GOVERNMENTAL PROJECT EXPERIENCE 9 D PROJECT APPROACH AND UNDERSTANDING 10-19 E QUALIFICATION INFORMATION AND ASSIGNED PERSONNEL 20-33 FINANCIAL STATEMENTS 34-77 LETTERS OF RECOMMENDATION 78-86 LICENSES - BUSINESS & PROFESSIONAL 87-90 FORM SF 330 (PART I & II) 91-184 PROJECT ORGANIZATION CHART 185-186 F FIRM REFERENCES AND SIMILAR WORK COMPLETED 187-254 G CORPORATE STANDING AUTHORIZED SIGNATORY 255-259 H VARIATIONS/EXCEPTIONS 260 1 LITIGATION STATEMENT 261 J FORMS AND ATTACHMENTS PRIME FIRM AND REFERENCES 262 PROJECT VERIFICATION FORM 263 RESPONDENT SUBMITTAL FORM 264-285 NON -COLLUSION AFFIDAVIT 286 PUBLIC ENTITY CRIMES 287-288 EQUAL OPPORTUNITY/AFFIRMATIVE ACTION STATEMENT 289 CONFLICT OF INTEREST STATEMENT 290 DISPUTE DISCLOSURE FORM 291 CONTRACTOR ANTI -BOYCOTT CERTIFICATION 292 ANTI -KICKBACK AFFIDAVIT 293 PROOF OF CURRENT CERTIFICATES OF INSURANCE 294-296 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 2 7777 Glades Road - Suite 410 • Boca Raton, Florida 33434 CONSULTING ENGINEERS � SURVEYORS • UTILITY LOCATORS • GRANT SPECIALISTS September 4, 2018 Mr. Mauricio Betancur, CMC, City Clerk City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 W W W. C R A I G A S M I T H. C O M RE: REQUEST FOR QUALIFICATIONS NO. 18-08-01 CONSULTING ENGINEERING SERVICES FOR GOLDEN SHORES UTILITY UNDERGROUNDING AND ROADWAY IMPROVEMENTS (CCNA) CAS PROPOSAL NO. 3736 Dear Mr. Betancur: For your consideration, Craig A. Smith & Associates, Inc. (CAS) is pleased to submit this proposal in response to your Request for Qualification for Consulting Engineering Services for Golden Shores Utility Undergrounding and Roadway Improvements (CCNA). Mr. Stephen C. Smith, P.E., Senior Vice President, will serve as the primary contact and will be assisted by more than 40 professional staff members. The combination of Mr. Smith's thirty (30) year history and knowledge of south Florida, and his vast experience with the types of services outlined in the City of Sunny Isles Beach's (city) proposal, will enable CAS to provide successful, timely and cost-effective services to the city. Since a majority of our projects are grant funded, we are experienced in designing within budget and on schedule. As Senior Vice President, Mr. Smith commits the firm's professional, technical and financial resource to achieve the city's goals regarding time and budget. Mr. Smith can be reached at the CAS headquarters located at 7777 Glades Road, Suite 410, Boca Raton, Florida 33434, via telephone at (561) 314- 4445 x212, fax at (561) 314-4458 or via email at ssmith@craigasmith.com. Mr. James Orth, P.E., Senior Supervising Engineer, has over 27 years of extensive engineering experience in the tri -county area and will serve as project manager. Mr. Orth can be reached by telephone at (561) 307-6395 or via email at jorth@craigasmith.com. CAS was established in 1980. Since then, the firm expanded from its original, technical orientation in municipal engineering and surveying into a full-service civil engineering practice with specialized expertise in engineering, surveying & mapping, grants/loan assistance, construction management, utility locates and CAD design & development. Each technical operating division is under the supervision of a vice president or director. CAS, as a thirty-eight (38) year old established firm, specializes in civil engineering (water, wastewater and mechanical), utility locating (SUE) and one call service, surveying, construction management, grant procurement specialist, computer sciences and finance. CAS has over forty (40) dedicated staff members including seven (7) Registered Professional Engineers, three (3) engineering interns, a Registered Professional Surveyor, two (2) ADDA certified drafters, one (1) GIS Specialist, four (4) construction managers and two (2) grant specialists. The balance of staff includes technical CADD drafting personnel, certified field inspectors, utility locators, as well as competent administrative, clerical and accounting personnel, to provide the city with the expertise required to perform the duties requested. CAS is capable of providing the city with the specialized professional services required for this project including surveying mapping and utility locates, the design, construction and maintenance of new relocated underground utilities; roadway and harmonization design, and capital improvement projects. CAS has the expertise and capability to perform project tasks including programming and preparation of conceptual and construction designs; preparation of construction contract documents and specifications complying with the requirements of the authorities having jurisdiction; development of schedules for design and construction; preparation of estimated quantities, costs and bid forms; construction support services; utility master planning, 9 5 4. 7 8 2. 8 2 2 2 5 6 1. 7 9 1. 9 2 8 0 P h o n e 5 6 1. 3 1 4. 4 4 4 5 3 0 5. 4 6 1. 4 4 1 0 9 5 4. 7 8 6. 8 9 2 7 F a x 5 6 1. 7 9 1. 9 8 1 8 City of Sunny Isles Beach September 4, 2018 Page 2 of 3 reports and analysis for permit compliance with government agencies including but not limited to FDOT, USEPA, FDEP, Miami -Dade County, RER; environmental assessments and testing; grant assistance and writing; project management; evaluation of bids as compared to project budget and response to RFI's. CAS also provides services, such as attending meetings with city staff and presentations to the city commission, and deliverables, such as plans developed on AutoCAD's latest version, copies of a reproducible hard copy and CD of plans in the requested format. In addition to our CAS staff, the following sub -consultants will provide the additional professional disciplines necessary to satisfy the scope of work. The sub -consultants are as follows: Smith Engineering Consultants, Inc. for electrical engineering; MUEngineers, Inc. for structural engineering; James Santiago, Inc. for landscape architecture; Ardaman & Associates, Inc. for geotechnical services; and JAG Florida Ventures, LLC for utility verifications. CAS is a full-service engineering firm and will provide most major services "in-house", such as overall project coordination, survey, utility locating, design, cost estimating, permitting, and bidding assistance, thus allowing for a cost-effective and efficient, streamlined engineering process. The CAS team is composed of quality firms with similar project experience. In addition to the traditional civil engineering and surveying services listed above, CAS brings unique and exclusive 3D underground mapping and utility locating capabilities that can save the city time and money. This state-of-the-art technology is nonintrusive and saves dollars. This capability will allow the city to avoid costly mistakes and disruption of services to residents as a project gets underway and throughout construction. Our 3D technology also ensures CAS' commitment and ability to complete projects on time and within budget. The radar technology minimizes utility conflicts during construction and minimizes change orders. Section C of this RFQ contains CAS' current workload, a staff capability matrix and a corporate project experience list indicating our relationships with municipalities, districts and counties. CAS' current workload will have no impact on us performing the tasks required to complete this RFQ within the city's budget and timeframe. CAS specializes in design, permitting and construction management of infrastructure redevelopment for existing and aged communities within south and central Florida. Similar communities include Town of Golden Beach, City of Sweetwater, and the City of Miami Beach. We service small projects with the same emphasis and commitment to quality as we do the many large projects we have completed. We are client and service oriented. CAS commits to adhering to the terms of the RFQ agreement and will maintain in good standing of all required licenses, certifications and permits required under federal, state and local laws necessary to perform the services. A CAS representative recently visited the Golden Shores neighborhood to perform a comprehensive site inspection regarding the requirements in the city's RFQ. CAS has routinely designed and managed many utility relocation projects including the City of Miami Beach's Palm and Hibiscus Island capital improvement projects, the town of Golden Beach's capital improvement project; and the City of Sunny Isles Beach NE 174th Street roadway and utility project. CAS understands that the keys to success with retrofit projects is to obtain as much information of the existing utilities as possible to prevent conflict delays during construction and the importance of ongoing communication and coordination. CAS understands that the cooperation to complete a successful project involves not only city staff, but utility companies, permitting agencies, contractors and homeowners as well. CAS has a firm understanding of the required scope of work for this RFQ. CAS has been providing these specific types of retrofit projects since 1980 for many municipal governments, special districts, and private developers. CAS currently provides general consulting and civil engineering services as Town Engineer, City Engineer, Village Engineer, District Engineer and County Engineer for numerous governmental agencies including Town of Golden Beach, City of Belle Glade, City of Sweetwater, Village of EI Portal, Town of Pembroke Park, Glades County, Hardee County, Spring Lake Improvement District, and Sunshine Water Control District. Stephen C. Smith, P.E., Senior Vice President and Project Director/Manager of Craig A. Smith & Associates, Inc. commits the firm's financial, professional and technical resources and availability to the city to perform the work in accordance with the terms of this submittal. Our office is located on Glades Road at the Florida Turnpike and is Cl City of Sunny Isles Beach September 4, 2018 Page 3 of 3 readily accessible to the city for availability to any meetings. Mr. Smith and Mr. Orth can make all decisions for the firm in any capacity as it relates to the city's projects and will direct CAS staff to perform the necessary tasks in order to complete the projects. The CAS in-house staff will be directed by Stephen C. Smith and will conduct weekly production meetings regarding city projects. CAS also conducts periodic project quality assurance/quality control review at certain milestones with our QA/QC team and city staff. CAS is client oriented and not project driven. To ensure success for our clients, we commit and devote the staff, time and attention to fully understand the client's needs and desires. We put premium value on the opinions and input of the end users of our services, officials, staff and residents and strive to produce an end product that addresses their needs and exceeds expectations. We pride ourselves in establishing long-term relationships with our clients by providing them with the ultimate in successful engineering, survey, utility location and construction management services. Sincerely, CRAIG A. SMITH & ASSOCIATES, INC. Ste P.E. Senior Vice President bA c a) c C w 2 o T ++ N � c C =G � U O Z T O N N a l=5 M • pa • bA i _ N N U a aT N 6 N ci w M O O O C LO v a) O CL c E c O c O m O. O U toc c O L y -0 E 70 + O U � I- r- p CD O � U � N � m U 0 c. 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W N � C m - ami .� U `� U 2E - U `� U) J O 7 0 J m U) O C J y• b�0 0 ci w M Ocn C O p O t� O N O O C O M O p� w O (B -p v O v O v O v- O O p� z � v U) r v cn % :E LL v v v v > cn cn O Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination PROJECT MANAGEMENT PLAN Accessibility to City All CAS and subconsultant staff assigned to this project will be available to attend scheduled project update and progress meetings with city staff in person or as deemed necessary for the successful completion of the project. CAS's goal is to make the city and its staff an integral part of the team with open communications and coordination. CAS is a local south Florida firm available for meetings preferably within a 24-hour request window but will be available at all times. CAS's Project Manager, along with staff, will attend any requested meetings, provide necessary documents (plans, reports, calculations, exhibits, etc.), and answer any and all questions. CAS will help facilitate coordination among the CAS team. CAS shall commit the necessary engineering staff fully to this project to ensure accessibility and availability during the duration of the agreement. CAS will respond very quickly to any phone or email correspondence from city staff. CAS & subconsultants can be seen in the attached organizational chart. CAS has worked successfully with these subconsultants in the past. Project Monitoring & Budgeting In order to get the most accurate budget price at the pre -construction phase and the construction phase, CAS details all design items into many small parts that will add up to one whole project (unit pricing, quantities and bill of materials). By doing this, our cost estimates are very accurate. Our track record with cost estimates to bids has been within 5%-10%. CAS's philosophy utilizes a phased approach towards assisting the city in problem solving and for implementation of public works and utility projects. Schedule, cost control and team work - the CAS approach is to develop milestones and defined deliverables with the city in order to meet the city's requirements. We try to identify potential issues early in the project so necessary action can be taken to keep the project on schedule. We continually update the cost of the project in order to stay on budget. If an issue develops with the schedule, cost or the budget, we advise the city and develop a plan for corrective measures with the staff. We consider the city and CAS as one team, all striving for the same goal - a quality product on schedule and on budget. CAS technical reviews are conducted throughout the project schedule by the principal members of our firm as part of our commitment to quality engineering. The service authorization process will begin with a negotiated scope of work between city staff and CAS. The scope of services will clearly define the necessary tasks by either the prime consultant (CAS) or the sub-consultant(s). CAS will provide a schedule indicating the timeline for achieving the required goals or milestone and all critical paths will be provided. 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 10 @�Zg Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination CAS and its sub -consultants acknowledge that any rates and/or fees for services rendered will be negotiated in a standard continuing services contract with a minimal retainer, with the city upon award. Projects deemed outside the standard scope of services or retainer will be negotiated as hourly or lump sum. The engineering fees are based on construction costs or through estimated hours per task. We propose to negotiate a lump sum cost for each project prior to issuance of a work order. Our goal is to have no additional fees on any project. Project deliverables will be included within the scope of services including survey base files, 30% engineering design submittal, 60% engineering design submittal, 90% engineering design submittal, bid sets, construction permit sets and as-builts. Other deliverables include cost estimates at the defined percentage submittals, value engineering, (including specifications and contract documents), required studies and calculations, and project close- out packages. Communication CAS' engineering and field crews are all fitted with the latest communication devices. All devices are connected via satellite. All data is real-time transmitted to our office for processing. CAS proposes to provide the city links to our production at certain intervals when desired. The city will be provided all project information electronically upon completion. The CAS in-house staff will be directed by Stephen C. Smith, P.E., Senior Vice President and will have weekly production meetings. We propose to conduct project meetings with the city staff at least twice a month or more frequent as needed. Mr. Smith will be in direct communication daily and weekly with city staff throughout the project duration. We also conduct periodic project Quality Assurance / Quality Control review at certain milestones with our QAQC Team and city staff. Communication for a project of this size and scope is critical. CAS utilizes a public relations liaison on staff that will coordinate between utility companies, homeowners, permitting agencies and the city to make certain that the project remains on schedule. Key Decisions Stephen C. Smith, P.E., Senior Vice President and Project Director/Manager commits the firm's financial, professional and technical resources to the city. Our office is located on Glades Road at the Turnpike and is readily accessible to the City of Sunny Isles Beach. 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 11 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination Mr. Smith can make all decisions for the firm in any capacity as it relates to the project. He will directly communicate with the city's staff in charge and/or attend any meeting requested by the city. CAS works for the city and will make decisions as requested by the city and strive to meet all of the city's needs if technically sound and legal. Decisions shall always be made based on the health, safety and well-being of the public and in the best interest of the customers. Conflict Resolution Field conflicts will greatly be reduced or eliminated with our 3D Radar Scanning uncovering all underground utility conflicts. This tool is unprecedented in resolving utility conflicts. CAS technology and protocol to be utilized for these pipeline projects eliminates utility conflicts, avoids delays during construction and minimizes claims. Project conflicts and issues will be addressed immediately upon notice by Stephen Smith and city staff. Mr. Smith is the ultimate and final decision by CAS and commits to resolving any and all issues to the satisfaction of the city. CAS is a local firm with local employees in Miami -Dade County and commits to resolving any and all conflicts to secure continued employment for our local residents. Coordination With Other Utilities Coordination with other utilities is the strength and expertise of the CAS team. Through our commitment to SUE, 3D Radar Tomography and other disciplines required for underground utility design and construction, CAS is the best candidate. CAS is directly involved with, and intimately understands, the importance of effective utility coordination and communication with public and private utility owners and authorities. Successful coordination efforts minimize project delays, construction costs, and contractor claims associated with utility issues and provide for better overall project outcomes. CAS has a proven record of engaging and involving utility owners in all phases of the project process through outreach and communication. We have developed and demonstrated mechanisms that support ongoing participation by all parties, and we maintain strong relationships and cooperation with many utility owners. Through early engagement and communication with utility owners, CAS can more consistently and effectively control project schedules and budgets. Our firm's primary expertise lies in pipeline design and development of pipeline construction plans. CAS is typically involved with over one hundred (100) miles of pipeline replacements each year. Our capability in pipeline design, permitting and construction management is 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 12 O Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination evidenced by commitment to utility/water, sewer and drainage engineering using our exclusive Subsurface Utility Engineering (SUE) capabilities - utility locating, mapping and surveying - the three disciplines required for pipeline design and construction. CAS provides all of these services in-house from our office in nearby Boca Raton. CAS offers 3D Radar Tomography (RT) scanning, a technology that saves time and money as well as serves to prevent liabilities for our clients. More importantly, 3D RT protects the citizens, visitors and businesses of our clients by preventing disruptions of the city's and private utility services. Because of our commitment to SUE, CAS acquired MPS3D, our now wholly owned affiliate, with its exclusive 3D RT licenses and patented underground mapping equipment. CAS provides CADD deliverables to our clients in three dimensions. This will allow the city's construction contractors to avoid problems when they dig. Our firm is capable of preparing base maps for design through the use of above ground surveying and underground surveying. These are delivered to our clients signed and sealed with guaranteed accuracy. In addition, CAS only uses in-house, qualified professionals operating on a daily basis out of our Boca Raton office. All work is under our direct supervision and control. Our 3D RT scanning is non -intrusive and maps all underground utilities, facilities and anomalies with 100% coverage of the rights-of-way to be used for construction. The scanning is ground truthed with other conventional tools and equipment providing CAS and the city with the most accurate data possible to prepare designs and begin construction plans. This technology speeds up design time, reduces costs, provides locations of all known and unknown underground facilities, reduces liabilities during construction, and can serve to virtually eliminate contractor claims. Quality Control Quality control throughout the project's duration is handled by means of a check and balance system and through the client relationships we forge during the project. This provides for open and honest lines of communication. Members of the project team will meet regularly to establish consistent quality review framework. • Quality standards are fundamental to the success of the project. CAS prides itself on the consistent high quality of our output, whether it is project plans, specifications, design elements, comprehensive studies, survey, utility locates, or grant writing. • At CAS, we are committed to achieving and maintaining the highest quality standards possible and ensuring the client's satisfaction. 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 13 O Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination • CAS commits to high moral and ethical standards throughout the project. • CAS provides quality assurance/quality control and value-added results for all projects. • CAS utilizes state-of-the-art technologies (Autodesk Civil 3D, 2-D GPR, 3-D Radar Tomography, latest survey equipment) Cost Control In order to get the most accurate budget price at the pre -construction phase and the construction phase, CAS details all design items into many small parts that will add up to one whole project (unit pricing, quantities and bill of materials). By doing this, our cost estimates are very accurate. Our track record with cost estimates to bids has been within 5%-10%. CAS's philosophy utilizes a phased approach towards assisting the city in problem solving and for implementation of public works and planning projects. Schedule, cost control and team work - the CAS approach is to develop milestones and defined deliverables with the city in order to meet the city's requirements. We try to identify potential issues early in the project so necessary action can be taken to keep the project on schedule. We continually update the cost of the project in order to stay on budget. If an issue develops with the schedule, cost or the budget, we advise the city and develop a plan for corrective measures with the staff. We consider the city and CAS as one team, all striving for the same goal - a quality product on schedule and on budget. CAS technical reviews are conducted throughout the project schedule by the principal members of our firm as part of our commitment to quality engineering. We propose to negotiate a lump sum cost for each project prior to issuance of a work order. Our goal is to have no additional fees on any project. CAS also has an excellent track record on construction cost over runs. Listed below is CAS's change order history for construction projects over the last ten (10) years. Note the change order is zero to less than three percent (3%). The average typically is approximately one and a half percent (1.5%). 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 14 @��A Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination HANGE ORDER HISTORY * Not Included in Total. A major portion of CAS projects involve grant funding. Grant funded projects are restricted to finite budgeted amounts for both professional and construction dollars. Grant projects also have strict schedules that must be met. If these parameters are not met, the grant funds would be lost. Our grant funded project experience demonstrates our staff's expertise in meeting budgets and schedules. METHOD OF APPROACH Project Approach Craig A Smith and Associates (CAS) is a client -oriented firm. Our philosophy is to work with the city's staff to provide the best possible services and solutions to complete the project cost effectively and within the city's budget. CAS works within a team approach while making the 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 . www.craigasmith.com • LB3110 15 Change Final % PROJECT DESCRIPTION CAS # Original Contract Order Contract Change Margate Lift Station 14 01-0996 $ 439,230 $ $ 439,230 0.0% Margate Lift Station 34 08-1477B $ 360,265 $ - $ 360,265 0.0% Pembroke Park Lift Station 02-1090 $ 297,746 $ 8,236 $ 305,982 2.8% Improvements Pembroke Park Carolina 01-1015 $ 2,172,000 $ - $ 2,172,000 0.0% Pump Station Pembroke Park 25th and 01-1008 $ 188,300 $ $ 188,300 0.0% Park Pump Station Hardee - Wauchula Hills 8- 14-1756 $ 233,775 $(28,750)* $ 205,025 -12.2% Inch Water Main Extension Pembroke Park 28th year 03-1170 $ 87,995 $ - $ 87,995 0.0% CDBG Okeechobee - U.S. 98 Ditch Culvert Replacements & Dry 00-0903 $ 786,665 $ 22,679 $ 809,344 2.8% Retention Area Bal Harbour Master Pump 02-1083 $ 1,037,000 $ 14,300 $ 1,051,300 1.4% Station 2 Pembroke Park S.W. 52nd Avenue North Stormwater 07-1437 $ 844,200 $ 20,441 $ 864,641 2.4% Improvements Hardee - Wauchula Hills WWTP and Water Pump 00-0962A $ 3,113,716 $ 80,168 $ 3,193,884 2.6% Station TOTAL $ 9,560,892 $ 145,824 $ 9,677,966 1.5% * Not Included in Total. A major portion of CAS projects involve grant funding. Grant funded projects are restricted to finite budgeted amounts for both professional and construction dollars. Grant projects also have strict schedules that must be met. If these parameters are not met, the grant funds would be lost. Our grant funded project experience demonstrates our staff's expertise in meeting budgets and schedules. METHOD OF APPROACH Project Approach Craig A Smith and Associates (CAS) is a client -oriented firm. Our philosophy is to work with the city's staff to provide the best possible services and solutions to complete the project cost effectively and within the city's budget. CAS works within a team approach while making the 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 . www.craigasmith.com • LB3110 15 @��g Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination City staff is an integral part of the team. All projects will be developed in the most cost- effective project scopes to achieve successful results. Prior to beginning a project, CAS's team would meet with city staff to outline the project scope, budget and timelines. CAS will communicate with city staff during each phase of the project and make the necessary adjustments to meet the city's goals. The CAS philosophy utilizes a phased approach towards assisting the city in problem solving and for implementation of the project. Our project approach is follows: PHASE I - PROJECT DEVELOPMENT AND PLANNING • Meeting with city staff and subconsultants to fine tune project scope • Develop a fee proposal to match the project scope • Call for SUE design ticket to determine existing utilities in the project limits • Contact all utility companies and communicate scope of project and city needs • Finalize scope and proceed with a project kick-off meeting with city staff, subconsultants and representatives of all utility companies, determine utility coordinator for project team • Provide schedule of values and preliminary costs to city • Obtain all as-builts of existing utilities within project limits • Utilize utility tracking management system to monitor project development PHASE II - DESIGN ENGINEERING • Prepare comprehensive survey of entire project limits • Prepare necessary easement documentation to incorporate relocated utilities • Provide utility 2D - 3D locates and incorporate existing utilities into survey base file • Perform site investigation of existing rear lot utilities and connections to residential homes • Perform soil borings and testing within project limits • Coordinate with existing utility companies on project schedules and costs to connect utilities from overhead system to underground • Public outreach to homeowners to inform them of the delineation between city and homeowner responsibilities • Determine location of utility duct bank within Golden Shores • Utilize all necessary design methods, establish design and permitting requirements • Prepare preliminary (30%) utility relocation, street lighting, drainage and roadway improvements, and landscaping plan and cost estimate • Dispense plans to all utility companies for recommendations 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 16 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination • Internal quality control meetings with CAS staff and subconsultants • Receive (30%) design recommendations from utility companies and address comments, conflicts and material ordering issues • Meet with city staff to review project design, schedule and budget • Prepare preliminary bill of materials • Continually hold monthly coordination meetings with project team to address potential issues and concerns PHASE III - FINAL ENGINEERING • Preparation of final construction plans and calculations (60% design) including surface grading, utility relocations, cross section requirements, drainage, street illumination, streetscaping and harmonization elements • Address conflicts, finalize cost estimates, relocation cost sharing, permitting, submit project timeline to project team for approval, utility easement acquisition completion and material ordering • Update, design to 90% after receiving comments from utility companies • Meet with city staff to review project design, schedule and budget • Prepare final specifications and contract documents PHASE IV - BIDDING ASSISTANCE • Solicit bidders and assist city in bidding process • Coordinate, attend and conduct pre-bid meeting • Bid analysis and recommendation of award • Contractor coordination regarding any design modifications • Provide any design and/or permitting revisions/modifications as necessary during construction PHASE V - CONSTRUCTION/DESIGN SUPPORT DURING CONSTRUCTION • Coordinate, attend and conduct pre -construction meeting with project team and contractor; discuss order of relocations and timelines for completion • Shop drawing submittal and review • Construction management, public outreach administration and inspection • Maintain construction matrix and tracking management system for the duration of construction • Review contractor's payment applications • Coordinate, attend and conduct bi-monthly construction meetings with project team • Final construction and punch list 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 17 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination PHASE VI - PROJECT CLOSE-OUT • Prepare project close-outs • Prepare record drawings and certifications • Supervise, manage and coordinate all start-up and testing activities • Prepare final accounting and close-out documentation Quality control throughout the project duration is handled by means of a check and balance system and through the team's client relationships we form during the project providing open and honest lines of communication. Members of the project team will meet regularly to establish consistent quality review framework. • Quality standards are fundamental to the success of the project. CAS prides itself on the consistent high quality of our output whether it is project plans, specifications, design elements, comprehensive studies, survey, utility locates or grant writing. • At CAS, we are committed to achieving and maintaining the highest quality standards possible and ensuring the client's satisfaction. INNOVATIVE CONCEPTS CAS continually evaluates and researches new and alternative technologies in a variety of engineering practices. In addition to traditional methods of utility locating such as vacuum excavation (potholing), electromagnetic (EM) induction for tonable utilities, and 2-D Ground Penetrating Radar (GPR), CAS can utilize a patented scanning technology known as 3-D Radar Tomography (RT) for subsurface utility investigations. 3-D RT is a powerful scanning technology which provides for a continuous 3-dimensional scan of subsurface utilities with the highest levels of accuracy. CAS has utilized this technology in effectively locating subsurface utilities in South Florida with proven results for over 15 years. In today's congested utility corridors, accurate and comprehensive utility locates are essential to sound utility engineering design. A FHWA/Purdue University study documented a $4.62 return on every $1 invested in traditional SUE, and FDOT documented a $12.00 return on every $1 invested in 3-D Radar Tomography. The use of 3-D RT scanning eliminates such uncertainties in utility locates by providing a continuous scan of the utility alignment. Once the data is processed and downloaded in AutoCAD Civil 3-1), a 3-D model of the subsurface conditions can be generated along with the traditional plan and profile drawings as base maps for design. 3-D RT is generally very successful in scanning through sandy soils, gravel, limestone, granite, asphalt, concrete and shale, but readings can be inhibited by dense organic soil material such as muck, clay or peat. 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 18 O Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination CAS also utilizes above -ground laser scanning technology to capture 3D geometry of existing roads, buildings or any other surface infrastructure. This scanning method is highly accurate and reduces the length of time required for conventional surveying practices. CAS would utilize a utility tracking management system designed to streamline utilities. The software tracks coordination between agencies, permit status, project deliverables and scheduling from design to certification. 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 19 @�Zg Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination KEY PERSONNEL EXPERIENCE Stephen C. Smith, P.E., Senior Vice President & COO/Owner, will serve as the QA/QC Officer for this project. Mr. Smith's responsibilities include management of daily business operations for the 40+ member civil engineering and surveying firm with gross sales of $5.5+ million. He oversees all areas of business including engineering, surveying, construction management services, accounting and human resources. Specifically, Mr. Smith oversees all transportation/ roadway projects including studies, reports and design. He ensures proper allocation of resources, staffing, financial management, quality control and timely project completion. Gene R. Schriner, P.E., President/Owner, will serve as the Project Director. Mr. Schriner is responsible for the business development of the 40+ member civil engineering and surveying firm with gross sales of $5.5 million. Mr. Schriner initiates business development opportunities and provides conceptual planning as well as County/City/District Engineer and client coordination. He supervises and manages the Governmental and Utility Consulting Department. Mr. Schriner is a licensed civil engineer and has over thirty-five (35) years of experience in the Civil and Utility Engineering fields in South Florida. Mr. Schriner was also involved with securing and developing over 25 municipal clients throughout South Florida for the company. Mr. Schriner has been directly involved with the development of three (3) 80 acre+ industrial parks including water, sewer, paving and drainage design and project funding. Mr. Schriner directed the production of numerous stormwater and utility master plans for governmental clients. James Orth, P.E., Vice President of Engineering, will serve as the Project Manager. Mr. Orth has extensive project management experience in water distribution, wastewater collection, stormwater management and road system improvements. Mr. Orth has designed and managed all aspects of the design and construction of land development and municipal projects including water distribution, wastewater collection, stormwater management and road systems. These projects varied in size and complexity from single -use to projects of developmental impacts. Mr. Orth has also functioned as contracted City and County Engineer performing site plan reviews and reviews of contract documents and specifications prepared by third party consultants. Mr. Orth managed the detailed plan preparation, permitting and development of several of the individual residential neighborhoods for the Walnut Creek Subdivision and CDD in the City of Pembroke Pines. Each of the neighborhood development phases focused on the development of residential lots along with the associated infrastructure (roads, water distribution, wastewater collection and drainage) design. In conjunction with this development were turn lane and roadway improvements required for the surrounding city and county roadways. 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com 9 LB3110 20 @��g Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination Orlando Rubio, P.E., Senior Supervising Engineer, will serve as a Senior Design Engineer. Mr. Rubio is a designer of various surface water management systems with established criteria, engineering principles, and normal construction practices. Mr. Rubio conducts field and office visits with clients, permitting agency staff, and provides other project coordination as necessary. Mr. Rubio worked for Broward County in the Water Resources Division. Mr. Rubio has extensive experience reviewing complex surface water management license applications consisting of administrative and legal data, engineering reports, computer program output and construction plans. Mr. Rubio conducted review in accordance with established criteria, engineering principles, and normal construction practices to produce a written report in a prescribed format. Mr. Rubio coordinated reviews with the SFWMD, FDEP and/or county agencies and the delegation of the Environmental Resource Permitting program for Broward County from SFWMD and FDEP. Mr. Rubio is proficient in ICPR stormwater modeling. Frank Vilar, P.E., Senior Supervising Engineer, will serve as the Lead Design Engineer for this project. Mr. Vilar has 20 years of professional experience managing and designing numerous public and private sector projects throughout South Florida. He has extensive experience in the design of water and wastewater systems, design of storm water management systems, site design and development, permitting through various South Florida regulatory agencies, preparation of contract documents and specifications for bid, construction management, inspections and final project certification services. His project -related experience includes design of water and wastewater improvements for the City of Fort Lauderdale, rehabilitation of lift stations in the cities of Coconut Creek and North Lauderdale, neighborhood improvements for the Westgate CRA, stormwater improvement projects for the Town of Pembroke Park; and work on various land development projects for Seminole Tribe of Florida, Coscan Homes, Indian Trail Improvement District and Waste Management Inc. of Florida. His previous professional experience also includes administering the NPDES Program for the City of Miami. Jim Maguire, Vice President of Client Relations and Development, will serve as the client coordinator and primary liaison. Mr. Maguire has recently provided leadership and communication for public outreach with homeowners neighboring a canal dredging project for Sunshine Water Control District. Robert D. Keener, P.S.M., Vice President of Surveying, has been licensed in the State of Florida for 19 years and with over thirty (30) years of surveying experience in utility and stormwater master planning. As Vice President of the CAS Survey Division, Mr. Keener heads a qualified survey staff that includes both CADD and field personnel. His staff is proficient with the latest survey technology available to the industry including AutoCAD Civi13D 2018. Mr. Keener will serve as Principal Surveyor for all surveys and will coordinate all survey activities with various disciplines as needed. All utility related components such as 7777 Glades Road, Suite 410, Boca Raton, FL 33434 9 Ph: 561-314-4445 9 www.craigasmith.com 9 LB3110 21 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination Radar Tomography, utility surface mapping, utility excavations, etc. will be certified by Mr. Keener. Mr. Keener holds a Florida Surveyors and Mappers License and is a member of the Florida Surveying and Mapping Society of Florida. Greg Giarratana, Senior Supervising Engineer, has vast experience with planning, permitting, designing and construction management of various municipal/environmental engineering projects over the last thirty-five (35) years. Mr. Giarratana's expertise includes water and wastewater treatment plant design, permitting, construction management, certification, troubleshooting existing treatment systems, pump stations, sanitary sewer force mains, collection systems and potable water pipe lines. He has worked in the consulting field specializing in all aspects of water and wastewater engineering since 1977 and has been working with CAS since 1998. Mr. Giarratana is responsible for managing civil and environmental projects from their initial planning, financing, designing, permitting, construction management and certification of completion. SUB -CONSULTANTS Electrical En ineering: Smith Engineering Consultants, Inc. Smith Engineering Consultants, Inc. (SEC) is a multi -discipline engineering firm with an in- depth knowledge of energy, water, telecommunications, and architectural projects that was founded in 1999. SEC's cost-effective and energy efficient designs provide facility owners with security in the knowledge that their operating expenses are among the lowest in the area. SEC places a strong emphasis on creating productive working relationships with clients. Because SEC believes that teamwork is the key to success, SEC professionals are committed to responsive service, attention to detail, and effective communication and cooperation. Larry Smith, P.E., President, has over 30 years of experience as an electrical engineer in the areas of electric utilities, water and wastewater utilities, solid waste, water control structures and pump stations, airport electrical systems, architectural projects, telecommunications, and roadway, sports field, and specialty lighting. SEC provides planning and design services, cost estimates, and construction phase services for new construction or the renovation of aging facilities. SEC has built a deserved reputation for completing assignments in a cost-effective and timely manner. Structural Engineering: MUEngineers, Inc. MUEngineers, Inc., a Broward County -Certified CBE, will be providing structural engineering support to this project. MUEngineers, Inc. is a full service, dynamic structural engineering and inspection firm. They provide services to commercial, industrial, legal and residential clients for projects of all types and sizes. They are committed to providing innovative, 7777 Glades Road, Suite 410, Boca Raton, FL 33434 9 Ph: 561-314-4445 • www.craigasmith.com • LB3110 22 @��A Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination sustainable and high quality design solutions to meet and exceed their clients' expectations and needs. They select their structural systems creatively with the project budget, constructability, and local construction techniques and methods in mind. MUEngineers, Inc. was founded in 2010 by Marcus Unterweger. His varied design experience includes work with educational facilities, municipal facilities, high-rise buildings, healthcare facilities, churches, office buildings, pedestrian bridges, parking garages and more. Mr. Unterweger founded MUEngineers, Inc. with the goal of providing exceptional, highly efficient structural engineering and inspection services to local architects, owners and contractors. Landscape Architecture: James Santiago, Inc. Mr. James Santiago has more than 30 years experience in planning and landscape and irrigation design. Mr. Santiago's experience has been continually in the public sector having designed significant projects for Florida Atlantic and Florida International University's, where he has completed four major LEED based projects such as the FAU School of Engineering and the College of Arts and Sciences. These projects consisted of not only planning, but landscape and creative water use systems as well. Recently, Mr. Santiago has completed work on three major South Florida Hospitals spanning more than 30 acres each. In addition, he has extensive experience in park and roadway design, having recently completed a redesign of unique landmark parks such as Amelia Earhart Park and the Trailglades Shooting Park in Miami, and Young Circle Park in Hollywood, Florida. Geotechnical Services: Ardaman & Associates, Inc. Ardaman & Associates, Inc. was founded in 1959 by Dr. M.E. Ardaman in Orlando, Florida, but we quickly expanded to meet the needs of our clients throughout Florida. Our professional geotechnical and environmental engineering corporation has a global reach and operates from our corporate headquarters in Orlando and 13 branch offices throughout Florida and Louisiana. At present, the firm employs a staff of nearly 400. Ardaman firmly believes that the growth and reputation of our company results directly from the individual efforts and commitment of their Corporate Admin team and of all our employees. Their future success depends on continuing this commitment and adhering to high professional standards and ideals. The engineers and scientists at Ardaman have provided services on tens of thousands of projects ranging from single-family residences to billion -dollar industrial complexes. Ardaman is committed to conducting business in a manner that protects the safety and health of our employees, the environment, others involved in our operations, our clients, and 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 23 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination the public. This is achieved through the implementation of our behavior based safety program STOP (Safety Throughout Operations Program). Ardaman continues to reduce our incidence rates (Current TRIR of 0.54 and EMR of 0.77), to levels below industry standards. We are proud to be affiliated with ISNetworld. Utility Verification: JAG Florida Ventures, LLC Mr. Alan Lopez, President, has over 25 years of experience in the engineering, survey and subsurface utility engineering fields. Mr. Lopez coordinates subsurface utility engineering (test holes) for numerous Florida municipalities and privately owned utility companies, provides assistance in layout, and completion of vital soft dig information for vacuum excavation projects. Performs ground penetrating radar surveys for various clients to locate and identify underground facilities. Mr. Lopez has performed over 5000 G.P.R. Surveys and over 5000 test holes throughout Dade, Broward, and Palm Beach county. FINANCIAL STABILITY Please see the firm's attached financial statements from 2014 to 2016. SIZE OF WORKFORCE CAS's professional, technical and administrative personnel numbering 40+ people represent professionals in the fields of civil engineering, water and wastewater engineering, storm water engineering, surveying, mechanical engineering, construction engineering, grant specialists, utility locating, computer sciences and finance. 7777 Glades Road, Suite 410, Boca Raton, FL 33434 . Ph: 561-314-4445 • www.craigasmith.com • LB3110 24 O Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination LOCATION OF FIRM OFFICES Palm Beach Office: Broward Office: Corporate Headquarters 277 Goolsby Boulevard, Unit 4C 7777 Glades Road, Suite 410 Deerfield Beach, Florida 33442 Boca Raton, Florida 33434 (954) 782-8222 (561) 314-4445 Miami -Dade Office: 815 NW 57th Avenue, Suite 200-10 Miami, Florida 33126 (305) 940-4661 AVAILABILITY OF PERSONNEL PER LOCATION All CAS staff listed in the Key Personnel description of this section are located in CAS's main headquarters in Boca Raton. All key personnel are fully committed to meeting the needs of the city and are readily accessible to the city for coordination meetings. LOCAL PERMITTING EXPERIENCE CAS's extensive experience and long-standing relationships with the various permitting agencies eases the handling of and helps expedite the permitting process. CAS has secured permits for all water, sewer and stormwater projects since 1980. Permitting Through: • FDEP/Miami-Dade Co. RER; Water & Sewer • Miami -Dade Co. Health Department; Water & Sewer • Miami -Dade County RER; Stormwater • SFWMD ERP; Stormwater • US ACOE; Stormwater CAS is currently permitting or has recently certified several projects through. these state and county agencies including Village of EI Portal EI Jardin Stormwater Improvements, Bal Harbour Village Phase I Sanitary Sewer Improvements, City of Sunny Isles Beach NE 174th Street Roadway Improvements, and City of Miami Beach Palm and Hibiscus Island CIP Improvements. 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 25 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination ADDITIONAL REFERENCES City of Margate 1001 West River Drive Margate, Florida 33063 Contact: Alberto Torres -Soto, Senior Engineer Telephone: (954) 972-0828 E-mail: atorres-soto@margatefl.com Work Performed: CAS has been working with the City of Margate since 1988 and some of the projects recently completed for the City include a 3,000 LF of new 20 -inch forcemain, a canal crossing to existing water and forcemain connections at N.W. 39th Avenue and N.W. 43rd Avenue and conversion of eight (8) existing wetwell/drywell sanitary sewer lift stations to submersible pump stations including piping modifications. Currently CAS has completed design on two additional sanitary sewer lift station conversions to be put out to bid in 2015. Glades County 500 Avenue J Moore Haven, Florida 33471 Contact: Maxine Brantley, City Clerk Telephone: (863) 946-0711 E-mail: mbrantley@moorehaven.net Work Performed: CAS is the Consulting Engineers for Glades County and have worked with them since 1993. CAS is currently working with the County on a CCPWA gravity sewer collection system with a lift station. Projects that CAS has completed for the County in the past include Ranch Lake Estates sanitary sewer and lift station improvements Glades County Correctional WWTP, an effluent reuse system, County -wide water and sanitary sewer collection systems, a stormwater pump station and drainage collection system, assistance in obtaining FDEP and SFWMD grants and special appropriations to fund projects, and construction management and surveying on utility projects. CAS continues to provide overall Engineering Services. 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 26 @��a Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination City of Moore Haven 299 Riverside Drive SW Moore Haven, Florida 33471 Contact: Bret Whidden, Mayor Telephone: (863) 946-0711 E-mail: bwhidden@moorehaven.net Work Performed: CAS is the Consulting Engineers for the City of Moore Haven and have worked with them since 1995. CAS is currently working with the City on construction of Palm Avenue stormwater improvements. Recently completed projects have included the Ranch Lake Estates stormwater and three stormwater pumping station improvements. Projects that CAS has completed for the City in the past include water and wastewater treatment plant expansion, assisting in obtaining HMGP, FDEP and SFWMD grants and special appropriations to fund projects, and construction management on utility projects. CAS continues to provide overall Engineering Services to the City. Hardee County 412 West Orange Street Courthouse Annex, Rom A-203 Wauchula, Florida 33873 Contact: Lex Albritton, County Manager Telephone: (863) 773-9430 E-mail: lex.albritton@hardeecounty.net Work Performed: CAS is the Consulting Engineers for Hardee County and have worked with them since 1999. CAS is currently working with the County on engineering design and permitting for Wachula Hills Phase 3 gravity sanitary sewer and water main improvements and modifications to the existing water treatment plant. Projects that CAS has completed for the County in the past Wachula Hills Phase 1, 2, 2.5 gravity sanitary sewer and water main improvements, Wachula Hills and Vandola Road Water and Wastewater Treatment Plant Expansions, County -wide water and sewer improvements, assisting in obtaining HMGP, FDEP and SFWMD grants and special appropriations to fund projects, and construction management and surveying on utility projects. CAS continues to provide overall Engineering Services. 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 27 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination Town of Pembroke Park 3150 S.W. 52nd Avenue Pembroke Park, Florida 33023 Contact: Todd Larson, Public Works Director Telephone: (954) 966-4600 E-mail: tlarson@townofpembrokepark.com Work Performed: CAS is the Consulting Engineers for the Town of Pembroke Park and has one of its longest client relationships with the Town which began in 1987. CAS has recently helped the Town complete a drainage and roadway improvements project on SW 30th Avenue as part of their overall Stormwater Master Plan. Recently completed a comprehensive flood study that allowed the Town to successfully appeal FEMA's flood insurance rate maps and reduce insurance premiums for property owners. Projects that CAS has completed for the Town in the past include forcemain, drainage and roadway improvements for SW 52nd Avenue, forcemain improvements on Hallandale Beach Boulevard, the design and oversight of four major stormwater pumping station (including a JPA project with FDOT and City of Hallandale Beach on the 1-95 pumping station), and the conversion of 27 sanitary sewer lift stations to submersible pump stations CAS has assisted the Town in obtaining various grants through FDOT LAP projects, CDBG and Rural Development. CAS continues to provide overall Engineering Services for the Town. City of Pompano Beach 1201 NE 5th Avenue Pompano Beach, FL 33060 Contact: Tammy Good, Engineering Project Manager Telephone: (954) 786-5520 E-mail: tammy.good@copbfl.com Work performed: CAS is responsible for the survey, utility locates, geotechnical engineering, engineering drainage analysis, preparation of preliminary engineering design and construction plans, cost estimates, contract documents and assistance during bidding, shop drawing review, construction observation and engineering services during construction, and certification through project closeout for the SW 2nd Street Drainage Improvements project is located between Dixie Highway and Cypress Road and south of Atlantic Boulevard within the City's Government District. The project also includes a proposed stormwater system on SW 1St Avenue and SW 1st Court. The 0.43 miles of 7777 Glades Road, Suite 410, Boca Raton, FL 33434 9 Ph: 561-314-4445 0 www.craigasmith.com 0 1_63110 28 O Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination roadway are to be designed to alleviate existing flooding concerns with the possibility of an offsite discharge to a nearby canal. ABILITY TO COMPLETE PROJECTS ON SCHEDULE AND WITHIN BUDGET CAS prides itself on our ability to tailor our services to meet our clients' needs. We are proud of our past history of successful design projects. This success is a result of our highly experienced staff members who have created a cohesive team ensuring projects are completed in a timely and cost-effective manner. CAS includes quality assurance reviews at certain intervals of the project (value added solutions). CAS is dedicated to executing the project schedule established at the beginning of the project. Most projects shall include a pre -design conference to establish the project contact with the city, regulating agency and CAS. From this meeting a detailed project schedule will be created, including a Schedule of Values. This will be updated through the project design/construction process. Design team updates will be provided on a regular basis as requested by the city to all involved with the project. Status of each milestone identified at the initial project "kick-off" meeting will be provided on a monthly basis with an updated project schedule. The CAS process will be a methodical and timely approach. CAS's unified "in-house" design approach along with its unique utility locating capabilities allows for accurate design deliverables at an accelerated schedule and within budget (i.e., 60% design plan deliverables at traditional 30% design phase). The established goals identified in the project initiation will be implemented through the construction phase of the project as necessary. SERVICES OFFERED BY FIRM CAS is client oriented and not project driven. CAS is a "service first" firm. To ensure our success for our clients, we commit and devote the staff, time and attention to fully understand the client's needs and desires. Our success can be exhibited by our long time tenure with our clients of over 20 years. We put premium value on the opinions and input of the end users of our services, officials, staff and residents, and strive to produce an end product that addresses their needs and expectations. We pride ourselves in establishing long-term relationships with our clients by providing them with the ultimate in successful Consulting Engineering Services. CAS is currently serving the needs of many governmental clients; Florida counties, cities, special districts and utility authorities. Our 35 years of experience gives us the perspective to provide services for larger municipality projects as well as smaller projects (under $250,000). CAS is highly experienced and qualified to perform consulting services required under this contract, more specifically, Surveying, Utility Locates, Roadway Improvements, Stormwater and Utility Engineering and design support 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 29 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination during construction. CAS has successfully completed numerous road and drainage improvement project valued under $250,000 in construction value for the City of Belle Glade, Indian Trail Improvement District, and larger project exceeding $250,000 in construction for municipal clients such as City of Sunny Isles, Glades County, City of Miami Beach, Town of Golden Beach, Town of Pembroke Park and City of Belle Glade and Okeechobee County. Civil Engineering: CAS provides a full range of engineering consulting services to clients such as water, sewer and stormwater systems. Our engineers and trained specialists have extensive experience in assisting municipalities, counties and private sector clients with daily engineering needs such as planning, design, permitting and construction of cost-efficient utility systems. CAS Engineering Consulting Services include: • Storm Water Management • Storm Water Utilities • Water Treatment & Distribution Systems • Wastewater Collection & Treatment • Potable Water Treatment Systems • Pump Station Design • Canal Dredging and Sediment Removal • Surface Water Management • Construction Management • Treatment Plant Rehabilitation • Utility Pipeline Design & Relocation • Facility Planning • Solid Waste Studies • Solid Waste Disposal and Leachate Treatment • Development Permitting • Feasibility Studies • Construction Cost Estimate • Construction Observation and Certification • Contract Administration • Effluent Reuse & Disposal • Sludge Treatment & Disposal Surveying: CAS is one of the highest quality surveying firms in South Florida and provides complete land surveying services. Our surveying staff is comprised of licensed land surveyors who adhere to strict standards and give special attention to accuracy and detail. CAS utilizes the most modern electronic measurement equipment. Quality control measures are also implemented daily to ensure that our clients receive the highest quality service. CAS Surveying Services include: 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 30 @��A Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination • Mapping & Platting • Boundary & Acreage Surveys • Land Description Preparation • Construction Surveys • Subdivision Designs & Calculation • GPS Mapping • Route Surveys • Canal Cross -Sections • Parcel Description & Sketches • Condemnation Surveys • Highway Construction Surveys • Quantity Surveys • Accident Surveys • As -Built Certifications • Mean High Water Surveys Construction Management: The CAS Construction Management Team has a combined total experience of nearly 100 years. CAS Field Representatives are qualified to perform a full-service program, assuring total monitoring on-site to protect the client's interest on their projects. The CAS Construction Management Team will keep the client informed of all facets of construction including, but not limited to, weekly progress notices, advice on any change orders and monthly monitoring of project finances. The Construction Management Team of professionals provide extra attention to detail to ensure that all projects are built to specifications and are fully operational to meet the needs of our client. CAS Construction Management Services include: • Value Engineering • Construction Engineering & Inspection • Design Document Review • Cost & Payment Verification • Contract Administration • Bidding Coordination • Contract Documents • Contract Negotiation • Construction Management • Residential/Commercial/Municipal Project Observations CADD Capability: CAS employs an on staff Florida Certified American Design & Drafting Association CADD Operator and an Autodesk Certified Professional. Our CADD Technicians prepare detailed drawings, layouts, exhibits, topographical maps, and graphic representations of survey information & engineering designs by using computer software known as AutoCAD. Designs relate to engineering projects such as water, sewer, paving and drainage systems. Craig A. Smith & Associates prides itself in keeping its workforce educated and equipped to handle today's most challenging and rewarding tasks. CAS is utilizing the latest AutoCAD software (Civil3D), custom-built AutoCAD systems and functions, as well as some industry -first hardware including 3D laser scanning technologies. In summation, the CADD systems we use are: 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 31 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination • AutoCAD • AutoCAD Civil 3D • AutoCadMap3D Subsurface Utility Locates: CAS provides complete subsurface utility engineering and location services utilizing the latest in electronic verification, Ground Penetrating Radar, Vacuum Excavation and GPS survey equipment. CAS can provide utility location information in various formats from simplistic 2D (two dimensional) to comprehensive 3D (three dimensional) Radar Tomography coupled with advanced software platforms such as: AutoCAD, Civil 3D or Microstation, Geopak. CAS performs Subsurface Utility Engineering providing utility mapping, electromagnetic designating, 2D radar designating, 3D radar tomography, vacuum soft digs, conventional and GPS utility surveys. CAS also provides utility coordination services, interfacing with utility owner/ operators on behalf of engineers, planners and project designers. NUMBER OF YEARS IN BUSINESS CAS was established in 1980 and has been providing engineer and surveying services for the last 38 years. NUMBER OF EMPLOYEES IN EACH DEPARTMENT Administrative 7 CADD Technical 4 Civil Engineering 8 Construction Inspection 3 Mechanical Engineer 1 Land Surveyor 7 Utility Locators 10 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 32 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination LETTERS OF RECOMMENDATION Please see attached letters of recommendation from various municipal clients. LICENSES - STATE AND PROFESSIONAL Please see attached corporate licenses and key staff professional engineering and surveying licenses. STANDARD FORM 330 Please see attached Standard Form 330 for CAS and its subconsultants. BUSINESS LICENSED, PERMITTED AND CERTIFIED STATEMENT CAS is fully licensed and certified to provide engineering and surveying services in the state of Florida. PROJECT ORGANIZATION Please see attached project organization chart including subconsultants. 3 PROJECTS OVER 5 YEARS Please refer to Project Verification Form provided in Section J. 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 33 Craig A. Smith & Associates, Inc. Engineers e Surveyors s Subsurface Utility Engineering 3D Subsurface Imaging ® Utility Coordination FINANCIAL STATEMENTS 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 s www.craigasmith.com • LB3110 34 Craig A. Smith & Associates, Inc. and Affiliate MPS3D, LLC Financial Statements For the Years Ended December 31, 2016 and 2015 Contents Accountant's Review Report Financial Statements Combined Balance Sheet 1-2 Combined Statement of Income 3 Combined Statement of Retained Earnings 4 Combined Statement of Cash Flows 5 Notes to Financial Statements 6-12 35 Hinkle, Richter c& Rhine, LLP CERTIFIED PUBLIC ACCOUNTANTS MEMBER: AMERICAN INSTITUTE OF CERTIFIED PUBLIC ACCOUNTANTS FLORIDA INSTITUTE OF CERTIFIED PUBLIC ACCOUNTANTS 2600 N.E. 14"' STREET CAUSEWAY POMPANO BEACH, FLORIDA 33062.8224 954.941-2312 - FAX 954.941.0777 777 E_ ATLANTIC AVENUE, SUITE 22G DELRAY BEACH, FLORIDA 33483 561.314.2201- FAX 561-314.2204 INDEPENDENT ACCOUNTANT'S REVIEW REPORT Board of Directors Craig A. Smith & Associates, Inc, and Affiliate MPS3D, LLC Boca Raton; Florida We have reviewed the accompanying combined financial statements of Craig A. Smith & Associates, inc, and affiliate, MPS3D LIC, which comprise the combined balance sheets as of December 31, 2016 and 2015, and the related combined statements of income, retained earnings, and cashflows for the years then ended, and the related notes to the combined financial statements. A review includes primarily applying analytical procedures to management's financial data and making inquiries of company management. A review is substantially less in scope than an audit, the objective of which is the expression of an opinion regarding the financial statements as a whole. Accordingly, we do not express such an opinion, Management's Responsibility for the Financial Statements Management is responsible for the preparation and fair presentation of these financial statements in accordance with accounting principles generally accepted in the United States of America; this includes the design, implementation,. and maintenance of internal control relevant to the preparation and fair presentation of financial statements that are free from material misstatement whether due to fraud or error. Accountant's Responsibility Our responsibility is to conduct the review engagement in accordance with Statements on Standards for Accounting and Review Services promulgated by the Accounting and Review Services Committee of the AICPA. Those standards require us to perforin procedures to obtain limited assurance as a basis for reporting whether we are aware of any material modifications that should be made to the financial statements for them to be in accordance with accounting principles generally accepted in the United States of America, We believe that the results of our procedures provide a reasonable basis for our conclusion. Accountant's Conclusion Based on our review, we are not aware of any material modifications that should be made to the accompanying financial statements in order for them to be in conformity with accounting principles generally accepted in the United States of America. Hinkle, Richter & Rhine, LLP Delray Beach, Florida April 4, 2017 36 Craig A. Smith & Associates, Inc. and MPS3D, LLC Combined Balance Sheets Assets December 31, December 31, 2016 2015 Current Assets: Cash $ 196,574 $ 70,960 Accounts Receivable 1,275,326 1,310,341 Costs and Estimated Earnings in Excess of Billings on Uncompleted Contracts 25,523 62,281 Note Receivable - current portion 15,703 14,783 Other Assets and Receivables 11,157 2,135 Prepaid Expenses 51,128 104,120 Total Current Assets 1,575,411 1,564,620 Property, Plant and Equipment, net of accumulated depreciation of $575,155 and $772,145 317,667 220,994 Other Assets: Note Receivable - long term portion 38,944 54,647 Other Assets 24,420 23,420 Total Other Assets 63,364 78,067 Total Assets $ 1,956,442 $ 1,863,681 See accompanying notes to combined financial statements and accountant's review report -1- 37 Craig A. Smith & Associates, Inc. and MPS3D, LLC Combined Balance Sheets Liabilities and Stockholders' Equity - 54,060 Lease Obligation Payable - long term December 31, December 31, Current Liabilities: 2016 2015 Accounts Payable 158,002 44,883 Accrued Compensation & Related Taxes 104,212 91,058 Accrued Expenses & Interest 216,102 259,551 Line of Credit - 120,000 Deferred Rent - current portion 24,853 49,447 Note Payable - current portion - 49,075 Lease Obligation Payable - current portion 71,384 41,887 Total Current Liabilities 574,553 655,901 Long Term Liabilities: Note Payable Bank - long term - 54,060 Lease Obligation Payable - long term 96,458 56,319 Deferred Rent - long term 24,594 19,989 Total Long Term Liabilities 121,052 130,368 Total Liabilities 695,605 786,269 Stockholders' Equity and Members' Deficit: Common Shares ($1.00 par value, 1,000 shares authorized, 1,000 shares issued and outstanding) 1,000 1,000 Additional Paid In Capital 659,775 659,775 Retained Earnings and Members' Deficit 1,350,062 1,166,637 Subtotal Stockholders' Equity and Members' Deficit 2,010,837 1,827,412 Less: Treasury Stock, at cost (4 shares at $187,500 per share) (750,000) (750,000) Total Stockholders' Equity and Members' Deficit 1,260,837 1,077,412 Total Liabilities, Stockholders' Equity and Members' Deficit $ 1,956,442 $ 1,863,681 See accompanying notes to combined financial statements and accountant's review report -2- 38 Craig A. Smith & Associates, Inc. and MPS3D, LLC Combined Statements of Income December 31, December 31, 2016 2015 Revenue $ 6,124,986 $ 6,809,396 Total Revenue 6,124,986 6,809,396 Cost of Revenue: Direct Labor 1,887,460 1,843,820 Indirect Labor 1,223,453 1,252,008 Project Consultant Fees 478,148 805,292 Project Costs 54,406 85,459 Total Cost of Revenue 3,643,467 3,986,579 Gross Profit 2,481,519 2,822,817 General and Administrative Expenses: Fringe Benefits 480,728 527,149 Rent 242,667 236,063 Telephone / Utilities Expense 53,549 54,534 Insurance Expense 114,913 115,054 Office Supplies 70,632 64,186 Dues & Subscriptions 10,502 9,577 Travel Expense 34,517 58,289 Business Development 65,486 17,572 Equipment Lease 30,008 28,855 Witten License Fees 133 17,684 Education & Seminars 2,587 7,518 Administration Vehicle Cost 33,788 30,791 Repairs & Maintenance 5,802 14,480 Professional Fees 158,349 160,352 Taxes & Licenses 11,825 10,786 Bad Debts 3,558 1,093 Field Operations & Supplies 338,599 332,463 Project Costs - Non -Billable 130,408 57,068 Amortization / Depreciation 51,280 49,099 Miscellaneous Expense 3,299 2,630 Total General and Administrative Expenses 1,842,630 1,795,243 Net Profit Before Other Income (Expense) 638,889 1,027,574 Interest Income 3,848 4,694 Miscellaneous Income 50 12,288 Interest Expense (9,362) (30,590) Total Other Expense (5,464) (13,608) Combined Net Profit $ 633,425 $ 1,013,966 See accompanying notes to combined financial statements and accountant's review report -3- 39 Craig A. Smith & Associates, Inc. and MPS3D, LLC Combined Statement of Retained Earnings and Members' Deficit Retained Earnings and Members' Deficit Beginning Plus: Net Income Shareholder Distribution Retained Earnings and Members' Deficit Ending December 31, 2016 $ 1,166,637 633,425 December 31, 2015 $ 302,671 1,013,966 (450,000) (150,000) $ 1,350,062 $ 1,166,637 See accompanying notes to combined financial statements and accountant's review report -4- 40 Craig A. Smith & Associates, Inc. and MPS3D, LLC Combined Statement of Cash Flows See accompanying notes to combined financial statements and accountant's review report -5- 51 December 31, December 31, Cash Flows From Operating Activities 2016 2015 Combined net profit $ 633,425 $ 1,013,966 Adjustments to reconcile combined net profit to net cash provided by operating activities: Depreciation and amortization 51,280 49,099 Gain (loss) on sale of equipment 50 (11,750) Changes in operating assets and liablitlies: Decrease in accounts receivables 35,015 (386,384) Decrease (Increase) in costs and estimated earnings in excess of billings 36,758 7,868 Decrease (Increase) in prepaid expenses 52,992 (82,797) Decrease (Increase) in other assets and receivables (9,022) (87) Decrease ( Increase) in other assets (1,000) 112 Increase (Decrease) in accounts payable 113,119 (87,059) Increase (Decrease) in accrued expenses (30,295) 117,362 Decrease in deferred rent (19,989) (12,867) Total adjustments 228,908 (406,503) Net cash provided by operating activities 862,333 607,463 Cash Flows from Investinq Activities Capital expenditures (148,003) (34,280) Net cash provided by investing activities (148,003) (34,280) Cash Flows from (used in) Financing Activities Payments received on note receivable 14,783 13,940 Repayments of line of credit (120,000) (150,000) Repayments on note payable - related parties (87,587) Principal payments of bank notes payable (103,135) (137,589) Stockholders' distribution (450,000) (150,000) Increase (Decrease) in lease obligations 69,636 (43,532) Net cash provided by financing activities (588,716) (554,768) Net increase (decrease) in Cash 125,614 18,415 Cash on Hand - Beginning of Year 70,960 52,545 Cash on Hand - End of Year $ 196,574 $ 70,960 Supplemental Disclosure of Cash Flow Information: Cash paid during the period for: Interest $ 9,362 $ 30,590 See accompanying notes to combined financial statements and accountant's review report -5- 51 Craig A. Smith & Associate, Inc. and MPS31), LLC Notes to Financial Statements NOTE 1 — NATURE OF THE COMPANIES & SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES Description of the Companies Craig A. Smith & Associates, Inc. ("Craig A. Smith") was incorporated on August 7, 1980 in the State of Florida. Craig A. Smith is engaged in the business of consulting engineering, surveying and underground utility locating. Craig A. Smith conducts business as an S Corporation for tax purposes. MPS3D, LLC ("MPS3D") was organized under the laws of the state of Florida, filed on January 6, 2004, effective January 5, 2004. MPS3D, LLC was organized to pursue the market for subsurface utility engineering (SUE) via the use of 3D radar tomography. An exclusive license was obtained from Witten Technologies, Inc. to use their patented Imaging System to detect and map underground utilities, buried obstructions and other buried items within the Dade, Palm Beach, Broward and Monroe Counties of Florida. Basis of Combination The accompanying financial statements include the accounts of Craig A. Smith and its affiliate MPS31D (the "Companies") held under common control. All intercompany balances and transactions have been eliminated in the combined financial statements. Cash and Cash Equivalents For purposes of the statement of cash flows, the Companies consider all short-term investments with an original maturity of three months or less to be cash equivalents. Property and Equipment Property and equipment are stated and maintained at original historical cost less accumulated depreciation and amortization. Depreciation and amortization are provided using the straight-line method over the estimated useful lives of the related assets, which range from three to thirty-nine years. Routine maintenance, repairs and replacement costs are expensed as incurred and improvements that extend the useful life of the assets are capitalized. When assets are sold or otherwise disposed of, the cost and related accumulated depreciation are eliminated from the accounts and any resulting gain or loss is recognized in income. Assets Useful Lives Professional Equipment 5 Years Vehicles 5 Years Furniture, Fixtures & Office Equip. 7 Years Computers 3 Years Buildings 39 Years Depreciation expense related to the above assets was $51,280 and $49,099 for the years ended December 31, 2016 and 2015 which is included in amortization / depreciation on the combined statements of income. Leasehold Improvements The general policy for leasehold improvements is that they are to be amortized over the shorter of the expected life of the leasehold improvement or the term of the lease. 11B.21 M Craig A. Smith & Associate, Inc. and MPS31), LLC Notes to Financial Statements NOTE 1 — NATURE OF THE COMPANIES & SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES (CONTINUED) Revenue and Cost Recognition The Companies use accrual basis of accounting for revenue recognition with respect to its contract work. Duration of contracts vary based on scope and nature of the services. Engineering contracts for design through construction observation typically range between twelve months up to thirty six months; survey contracts typically are less than twelve months; engineering feasibility studies range from one to six months; and utility locate contracts typically are for two years with options to renew. There are also numerous small jobs within engineering, survey, or locates that are completed in days or weeks. The various jobs in progress are reviewed periodically and an accrual is made that estimates cost overruns. All work is guaranteed and additional work may need to be performed that had not been included in the original contract and may not be billable. Lump sum contract revenue is billed and recognized based upon the percentage of completion of the project. All lump sum contracts provide for billing on a monthly basis as services are rendered. Each month management reviews the cost versus budget and the actual work product produced to arrive at a percent complete by billable task. The current asset, "Costs and Estimated Earnings in Excess of Billings on Uncompleted Contracts" represents revenues recognized in excess of amounts billed to customers. Although most contracts do not contain guarantee liabilities, on the locate contracts, if damage is determined to be a result of the companies' failure to locate a Locatable facility with reasonable accuracy, then the companies shall be liable for damages and will not be paid for the Locate. Time and material contract revenue is recognized based on established hourly rates and material mark-up factors on a monthly basis and billed monthly as services are rendered. The timing of when customers are billed is generally based on advance billing terms or contingent upon completion of certain phases of the work, as stipulated in the contract. Note Receivable The Companies recognize interest income related to notes receivable based on accrual basis of accounting and the terms of the related note receivable. Allowance for Doubtful Accounts The Companies record bad debt expense/allowance based on specific identification of accounts receivable that management determines are unlikely to be collected in full based on aging and other specific considerations. All outstanding accounts receivable accounts are reviewed monthly to determine collectability on an individual basis. Account balances deemed to be uncollectible are charged to the bad debt expense after all means of collection have been exhausted and the potential for recovery is considered remote. The Companies recorded bad debt expense for the year ended December 31, 2016 and 2015 of $3,558 and $1,093, respectively. -7- 43 Craig A. Smith & Associate, Inc. and MPS3D, LLC Notes to Financial Statements NOTE 1 — NATURE OF THE COMPANIES & SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES (CONTINUED) Income Taxes In 2009, Craig A. Smith & Associates, Inc. and its shareholders, elected to have its income taxed under section 1382 of the Internal Revenue Code and conduct business as an S -Corporation. As a result, the individual shareholders are taxed on the income of Craig A. Smith & Associates, Inc. and the Corporation itself is not subject to corporate income taxes. Tax years for 2013, 2014 and 2015 are still subject to audit however, there has been no notice given that the Internal Revenue Service is going to perform any audits. MPS3D, LLC is organized as a Limited Liability Company, therefore the individual members are taxed on the income of MPS3D and MPS3D is not subject to corporate income taxes. Tax years for 2013, 2014 and 2015 are still subject to audit however, there has been no notice given that the Internal Revenue Service is going to perform any audits. Management's Estimates The preparation of financial statements in conformity with generally accepted accounting principles requires management to make estimates and assumptions that affect the reported amounts of assets and liabilities and disclosures of contingent assets and liabilities at the date of the financial statements, and the reported amounts of revenues and expenses during the reporting period. Actual results could differ from those estimates. Concentration of Risk Historically, the Companies have maintained a wide mix of customers and therefore have limited or no risk of concentration, however as of December 31, 2016 and 2015 two customers and four customers accounted for 23% and 45% of total accounts receivable, respectively. The Companies collected the outstanding balances in the months following the year end. The Companies' suppliers consist of various consultants so there is limited or no risk of concentration. Fair Value of Financial Instruments The carrying amounts reported in the balance sheet for accounts receivable, accounts payable, accrued liabilities and loans receivable approximate fair value based on the short-term and long term maturity of these instruments. Accounting for Long -Lived Assets The Companies review long-lived assets and certain identifiable assets for impairment whenever circumstances and situations change such that there is an indication that the carrying amounts may not be recoverable. To the extent the carrying values exceed fair values, an impairment loss is recognized in operating results. No impairment loss was recognized for either 2016 or 2015 by the Companies. M-11 44 Craig A. Smith & Associate, Inc. and MPS31), LLC Notes to Financial Statements NOTE 2 — ACCOUNTS RECEIVABLE The Companies recognized accounts receivable per the revenue recognition policy. The below table summarizes the accounts receivable as of December 31 for each year end. Current 31 — 60 Days 61 — 90 Days 91 Days and over Total Accounts Receivable Allowance for Doubtful Accounts Net Accounts Receivable NOTE 3 — PROPERTY, PLANT AND EQUIPMENT t►�i7�[:��i7F� $ 480,957 $ 443,301 507,513 399,228 179,064 321,402 107,792 146,410 $1,275,326 $1,310,341 $1,275,326 $1,310,341 The following table summarizes Property, Plant and Equipment. 2016 Land $ 15,000 Building 66,555 Professional Equipment 532,280 Vehicles 8,480 Furniture, Fixtures & Office Equipment 37,1.77 Leasehold Improvements 0 Computers 233,330 Total 892,822 Less: Accumulated Depreciation (575,155) Net Property and Equipment $317,667 2015 $ 15,000 66,555 572,451 12,479 52,225 15,263 259,166 993,139 (772,145) $220,994 Depreciation expense was $51,280 and $49,099 for the years ended December 31, 2016 and 2015, respectively, which is included in Amortization / Depreciation on the Statement of Income. Assets acquired under capital leases totaled $253,202 and $162,785 as of December 31, 2016 and 2015, respectively and are included in the above schedule. During the years ended December 31, 2016 and 2015, the Companies sold property, plant and equipment with a net book value of $3,200 and $0 at a sales price of $3,250 and $11,750, thereby recognizing a gain of $50 and $11,750, respectively. The gain on disposal of assets has been included in the Other Income section of the Combined Statements of Income. -9- 45 Craig A. Smith & Associate, Inc. and MPS31), LLC Notes to Financial Statements NOTE 4 — OTHER ASSETS Technology License Craig A. Smith & Associates, Inc. and MPS3D, LLC entered into a technology license agreement for the use of Witten Technologies proprietary 3D radar tomography. The technology is used to locate underground utilities to assist in engineering projects. As of December 31, 2016 and 2015 the Witten Technologies License is recorded as $60,000 with accumulated amortization of $60,000 for both years. The license automatically renews annually with no fee unless there is a material breach of the agreement. The Witten Technology Company went bankrupt in 2009 and the company's remaining assets were purchased by Underground Imaging Technologies, LLC, a subsidiary of the Caterpillar Corporation. Royalties due per an existing Software Licensing Agreement have been accrued in the amounts of $146,401 and $146,268 in the event that the holder of the license should request the royalties due per the agreement. The royalties are calculated at 10% of Gross Revenues from Radar Tomography for services sold under the Trademarks and 15% of Gross Revenues from the provision of previously -acquired data to subsequent customers of Licensee. Royalty expense for years ended December 31, 2016 and 2015 was $133 and $17,684, respectively. These royalties have not been billed or subject to claim for over 7 years. NOTE 5 — DEBT Note Payable — Bank The Companies entered into a $610,700 Promissory Note Payable ("Note") with JP Morgan Chase Bank in 2011. The note has a 60 month term which commenced March 2011 with monthly principal and interest payments of $11,905. Interest on the Note is calculated at 6.14% per annum based on a year of 360 days. The final payment was due April 2016. During the years ended December 31, 2016 and 2015 the Companies incurred $687 and $7,511 of interest expense respectively related to the Note. The balance on the note payable was $0 and $46,730 as of December 31, 2016 and 2015, respectively. In 2012 the Companies entered into a $64,000 Promissory Note Payable ("Note") with JP Morgan Chase Bank related to the purchase of a building. The Note has a 10 year term which commenced April 1, 2012 with monthly principal and interest payments of $435. Interest on the Note is calculated at 5.25% per annum based on a year of 360 days. The final payment is due March 1, 2022. During the years ended December 31, 2016 and 2015 the Companies incurred $2,987 and $3,104 of interest expense respectively related to the Note. The balance on the note payable was $0 and $56,405 as of December 31, 2016 and 2015, respectively. The Companies' assets were pledged as collateral related to the notes with JP Morgan Chase Bank. Line of Credit In 2016 the Companies executed a $500,000 revolving line of credit Promissory Note Payable ("LOC") with JP Morgan Chase Bank. Interest on the line of credit is equal to the sum of the Prime Rate in effect from time to time plus 3.0 and 3.0 percentage points for December 31, 2016 and 2015, respectively. As of December 31, 2016 and 2015, the Companies' balance related to the LOC was $0 and $120,000, respectively. During the years ended December 31, 2016 and 2015 the Companies incurred $270 and $10,158 of interest expense respectively related to the LOC. The Companies' assets were pledged as collateral related to the line of credit with JP Morgan Chase Bank. _10 - EN Craig A. Smith & Associate, Inc. and MPS31), LLC Notes to Financial Statements NOTE 6 — NOTE PAYABLE — OFFICERS & RELATED PARTIES In 2013 the Company borrowed funds and executed Demand Promissory Notes Payable (Notes) with a related party totaling $185,000. Interest on the Notes is calculated at 5% per annum based on a year of 365 days. In 2014 the Company borrowed an additional $15,000. The Company incurred interest expense related to the above note of $0 and $1,864 in 2016 and 2015, respectively. The balances of these notes were fully repaid in 2015, and no new related party borrowings were taken in 2015 or 2016. NOTE 7 — COMMITMENTS AND CONTINGENCIES Lease Obligation Payable The Companies have fourteen active leases with Bank of the West (now Trinity Leasing) and Advance Acceptance. As of December 31, 2016 and 2015 the Companies had short term lease obligations of $71,384 and $41,887, respectively. As of December 31, 2016 and 2015 the Companies also had long term lease obligations of $96,458 and $56,319, respectively. The equipment leases are non -cancellable and exceed one year. The future minimum annual lease payments are as follows: Year ended December 31, 2017 $ 71,384 2018 56,408 2019 34,804 2020 5,246 Total $ 167,842 Interest expense relating to the lease obligation payable was $4,392 and $6,299 for the years ended December 31, 2016 and 2015 respectively. Office Lease The Companies current offices are located at 7777 Glades Road, Boca Raton, Florida. On March 29, 2013 the Companies signed a second amendment to its lease which extended the lease for five years with a commencement date of November 1, 2013 and a term date of October 31, 2018. The Companies base rent was reduced to $11,952 per month with an annual 3% escalation rate and a 6.0% sales tax rate. The Companies also incur monthly operating expenses which are approximately $8,300 and are also subject to annual adjustment and the 6.0% sales tax rate. Future minimum annual payments under these lease agreements are as follows Year ended December 31, 2017 $ 256,803 2018 216,073 $ 472,876 The Companies also lease an office located at 815 NW 57th Avenue, Miami, Florida. The annual rent is $9,450 plus 7% sales tax. The lease terminates on February 28, 2017. - 11- 47 Craig A. Smith & Associate, Inc. and MPS31), LLC Notes to Financial Statements NOTE 7 — COMMITMENTS AND CONTINGENCIES (CONTINUED) Deferred Rent In accordance with the Second Amendment of the Office Lease Agreement that was signed on March 29, 2013 the Companies received an abatement of the basic annual rent for the months of May, June and July 2013 and May, June and July 2014. The abatements resulted in deferred rent commencing on May 1, 2013 which is being amortized over the term of the lease as an adjustment to rent expense. NOTE 8 - POST RETIREMENT BENEFITS The Companies offer a Simple IRA Plan which is administered by Fidelity Management Trust Company, an affiliate of Fidelity Investments, The Companies elected to match employee contributions up to a maximum of 3.0% of payroll earnings for the years ended December 31, 2016 and 2015. The Companies paid and expensed a required matching contribution for the years ended December 31, 2016 and 2015 of $57,071 and $53,011. The IRA expense is included in Fringe Benefits of $480,728 and $527,149 for the years ended December 31, 2016 and 2015, respectively on the accompanying financial statements. Also included in Fringe Benefits are payroll taxes, employee health insurance, employee life insurance and workers compensation insurance. NOTE 9 — OTHER INCOME For the year ended December 31, 2016, Other Income includes interest income of $3,848 and miscellaneous income of $50. For the year ended December 31, 2015, Other Income includes interest income of $4,694 and miscellaneous income of $12,288. NOTE 10 - COST AND ESTIMATED EARNINGS IN EXCESS OF BILLINGS ON UNCOMPLETED CONTRACTS As of December 31, 2016 and 2015, costs and estimated earnings in excess of billings on uncompleted contracts are as follows: Contract costs incurred plus recognized profits to date Less: Progress billings to date Costs and estimated earnings in excess of billings on uncompleted contracts NOTE 11 — DATE OF MANAGEMENT REVIEW December 31, 2016 2015 $ 454,712 $ 324,508 (429,189) (262,227) $ 25,523 $ 62,281 In preparing the financial statements, management has evaluated events and transactions for potential recognition or disclosure through April 4, 2017, the date that the financial statements were available to be issued. -12- M. Craig A. Smith & Associates, Inc. and Affiliate MPS3D, LLC Financial Statements For the Years Ended December 31, 2015 and 2014 Contents Accountant's Review Report Financial Statements Combined Balance Sheets Combined Statements of Income Combined Statements of Retained Earnings Combined Statements of Cash Flows Notes to Financial Statements 1-2 3 4 5 6-13 Hinkle, Richter & Rhine, LL CERTIFIED PUBLIC ACCOUNTANTS MEMBER: AMERICAN INSTITUTE OF PUBLIC ACCOUNTANTS FLORIDA INSTITUTE OF CERTIFIED PUBLIC ACCOUNTANTS 2600 N.E. 14TH STREET CAUSEWAY 777 E. ATLANTIC AVENUE, SUITE 226 POMPANO BEACH, FLORIDA 33062-8224 DELRAY BEACH, FLORIDA 33483 954-941-2312 - FAX 954-941-0777 561-314-2201- FAX 561-314-2204 INDEPENDENT ACCOUNTANT'S REVIEW REPORT Board of Directors Craig A. Smith & Associates, Inc. Boca Raton, Florida We have reviewed the accompanying combined financial statements of Craig A. Smith & Associates, Inc. (a corporation) and affiliate, MPS3D LLC (a partnership), which comprise the combined balance sheet as of December 31, 2015 and 2014, and the related statements of income and retained earnings and cash flows for the years then ended, and the related notes to the financial statements. A review includes primarily applying analytical procedures to management's financial data and making inquiries of companies' management. A review is substantially less in scope than an audit, the objective of which is the expression of an opinion regarding the financial statements as a whole. Accordingly, we do not express such an opinion. Management's Responsibility for the Financial Statements Management is responsible for the preparation and fair presentation of the financial statements in accordance with accounting principles generally accepted in the United States of America; this includes the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of financial statements that are free from material misstatement whether due to fraud or error. Accountant's Responsibility Our responsibility is to conduct the review engagement in accordance with Statements on Standards for Accounting and Review Services promulgated by the Accounting and Review Services Committee of the AICPA. Those standards require us to perform procedures to obtain limited assurance as a basis for reporting whether we are aware of any material modifications that should be made to the financial statements for them to be in accordance with accounting principles generally accepted in the United States of America. We believe that the results of our procedures provide a reasonable basis for our conclusion. Accountant's Conclusion Based on our review, we are not aware of any material modifications that should be made to the accompanying financial statements in order for them to be in accordance with accounting principles generally accepted in the United States of America. Hinkle, Richter & Rhine, LLP Delray Beach, Florida March 2, 2016 W Craig A. Smith & Associates, Inc. and MPS3D, LLC Combined Balance Sheets Assets Current Assets: Cash Accounts Receivable Costs and Estimated Earnings in Excess of Billings on Uncompleted Contracts Note Receivable -current portion Other Assets and Receivables Prepaid Expenses Total Current Assets Property, Plant and Equipment, net of accumulated depreciation of $772,145 and $844,048 Other Assets: Technology License - net of accumulated amortization of $60,000 and $54,000 Note Receivable -long term portion Other Assets Total Assets December 31, December 31, 2015 2014 $ 70,960 $ 52,545 1,310,341 923,957 62,281 70,149 14,783 13,940 2,135 2,048 104,120 21,323 1,564, 620 1,083, 962 220,994 172,685 54,647 69,430 23,420 23,533 78,067 92,963 $ 1,863,681 $ 1,349,610 See accompanying notes to combined financial statements and accountant's review report -1- 51 Craig A. Smith & Associates, Inc. and MPS3D, LLC Combined Balance Sheets Liabilities and Stockholders' Equity 54,060 103,135 Lease Obligation Payable -long term December 31, December 31, Current Liabilities: 2015 2014 Accounts Payable $ 44,883 $ 131,942 Accrued Compensation & Related Taxes 91,058 36,659 Accrued Expenses and Interest 259,551 196,588 Line of Credit 120,000 270,000 Deferred Rent -current portion 49,447 12,958 Note Payable - Officers & Related Parties - 87,587 Notes Payable -current portion 49,075 137,589 Lease Obligation Payable -current portion 41,887 31,744 Total Current Liabilities 655,901 905,067 Long Term Liabilities: Note Payable Bank -long term 54,060 103,135 Lease Obligation Payable -long term 56,319 58,616 Deferred Rent -long term 19,989 69,346 Total Long Term Liabilities 130,368 231,097 Total Liabilities 786,269 1,136,164 Stockholders' Equity: Common Shares ($1.00 par value, 1,000 shares authorized, 1,000 shares issued and outstanding) 1,000 1,000 Additional Paid In Capital 659,775 659,775 Retained Earnings 1,166,637 302,671 Subtotal Stockholders' Equity 1,827,412 963,446 Less: Treasury Stock, at cost (4 shares at $187,500 per share) (750,000) (750,000) Total Stockholders' Equity 1,077,412 213,446 Total Liabilities and Stockholders' Equity $ 1,863,681 $ 1,349,610 See accompanying notes to combined financial statements and accountant's review report Spa 52 Craig A. Smith & Associates, Inc, and MPS3D, LLC Combined Statements of Income December 31, December 31, 2015 2014 Revenue $ 6,809,396 $ 5,432,972 Cost of Revenue Direct Labor 1,843,820 1,515,150 Indirect Labor 1,252,008 1,261,316 Project Consultant Fees 805,292 471,012 Project Costs 85,459 119,431 Total Cost of Revenue 3,986,579 3,366,909 Gross Profit 2,822,817 2,066,063 General and Administrative Expenses Fringe Benefits 527,149 430,858 Rent 236,063 243,342 Telephone / Utilities Expense 54,534 54,602 Insurance Expense 115,054 109,971 Office Supplies 64,186 56,932 Dues & Subscriptions 9,577 6,697 Travel Expense 58,289 32,737 Business Development 17,572 18,247 Equipment Lease 28,855 33,397 Witten License Fees 17,684 58,336 Education & Seminars 7,518 849 Administration Vehicle Costs 30,791 31,378 Repairs & Maintenance 14,480 8,086 Professional Fees 160,352 142,670 Taxes & Licenses 10,786 11,133 Bad Debts 1,093 350 Field Operations & Supplies 332,463 321,196 Project Costs - Non -Billable 57,068 39,141 Amortization / Depreciation 49,099 52,540 Miscellaneous Expense 2,630 2,798 Total General and Administrative Expenses 1,795,243 1,655,260 Net Profit Before Other Income / Expense 1,027,574 410,803 Interest Income 4,694 4,481 Miscellaneous income (expense) 12,288 (4,240) Less: Interest Expense (30,590) (57,070) Total Other Income / (Expense) (13,608) (56,829) Combined Net Profit $ 1,013,966 $ 353,974 See accompanying notes to combined financial statements and accountant's review report -3- 53 Craig A. Smith & Associates, Inc. and MPS3D, LLC Combined Statement of Retained Earnings Retained Earnings (Accumulated Deficit)- Beginning Add: Net Income Shareholder Distribution Retained Earnings- Ending December 31, 2015 $ 302,671 1,013,966 (150,000) December 31, 2014 $ (51,303) 353,974 $ 1,166,637 $ 302,671 See accompanying notes to combined financial statements and accountant's review report -4- 54 Craig A. Smith & Associates, Inc. and MP83D, LLC Combined Statement of Cash Flows See accompanying notes to combined financial statements and accountant's review report -5- 55 December 31, December 31, Cash Flows From Operating Activities 2015 2014 Combined net profit $ 1,013,966 $ 353,974 Adjustments to reconcile combined net profit to net cash provided by operating activities: Depreciation and amortization 49,099 52,540 Allowance for doubtful accounts - (37,150) (Gain) Loss on sale of equipment (11,750) 6,943 Changes in operating assets and liablitlies: Increase in accounts receivables (386,384) (207,458) Decrease in costs and estimated earnings in excess of billings 7,868 40,996 (Increase) decrease in other receivables (82,797) 6,750 (Increase) decrease in other receivables (87) 569 Decrease in other assets 112 (465) Decrease in accounts payable (87,059) (40,098) Increase in accrued expenses 117,362 117,805 (Increase) decrease in deferred rent (12,867) 32,357 Total adjustments (406,503) (27,211) Net cash provided by operating activities 607,463 326,763 Cash Flows Used in Investing Activities Proceeds from sale of assets - 19,672 Capital expenditures (34,280) (68,267) Net cash used in investing activities (34,280) (48,595) Cash Flows Used in Financing Activities Payments received on note receivable 13,940 13,134 (Repayments) from line of credit, net (150,000) (29,981) Repayments of notes payable - related parties (87,587) (97,413) Principal payments of bank notes payable (137,589) (129,326) Stockholders' distributions (150,000) - Decrease, increase in lease obligations (43,532) 14,441 Net cash used in financing activities (554,768) (229,145) Net increase in Cash 18,415 49,023 Cash - Beginning of Year 52,545 3,522 Cash - End of Year $ 70,960 $ 52,545 Supplemental Disclosure of Cash Flow Information: Cash paid during the period for: Interest $ 30,590 $ 57,070 See accompanying notes to combined financial statements and accountant's review report -5- 55 Craig A. Smith & Associate, Inc. and MPS31), LLC Notes to Financial Statements NOTE 1 — NATURE OF THE COMPANIES & SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES Description of the Companies Craig A. Smith & Associates, Inc. ("Craig A. Smith") was incorporated on August 7, 1980 in the State of Florida. Craig A. Smith is engaged in the business of consulting engineering, surveying and underground utility locating. Craig A. Smith conducts business as an S -Corporation for tax purposes. MPS3D, LLC ("MPS3D") was organized under the laws of the state of Florida, filed on January 6, 2004, effective January 5, 2004. MPS3D, LLC was organized to pursue the market for subsurface utility engineering (SUE) via the use of 3D radar tomography. An exclusive license was obtained from Witten Technologies, Inc. to use their patented Imaging System to detect and map underground utilities, buried obstructions and other buried items within the Dade, Palm Beach, Broward and Monroe Counties of Florida. Basis of Combination The accompanying financial statements include the accounts of Craig A. Smith and its affiliate MPS3D (the "Companies") held under common control. All intercompany balances and transactions have been eliminated in the combined financial statements. Cash and Cash Equivalents For purposes of the statement of cash flows, the Companies consider all short-term investments with an original maturity of three months or less to be cash equivalents. Property and Equipment Property and equipment are stated and maintained at original historical cost less accumulated depreciation and amortization. Depreciation and amortization are provided using the straight-line method over the estimated useful lives of the related assets, which range from three to thirty-nine years. Routine maintenance, repairs and replacement costs are expensed as incurred and improvements that extend the useful life of the assets are capitalized. When assets are sold or otherwise disposed of, the cost and related accumulated depreciation are eliminated from the accounts and any resulting gain or loss is recognized in income. Assets Useful Lives Professional Equipment 5 years Vehicles 5 years Furniture, Fixtures & Office Equip. 7 years Computers 3 years Buildings 39 years Depreciation expense related to the above assets was $49,099 and $52,540 for the years ended December 31, 2015 and 2014 which is included in amortization / depreciation on the combined statements of income. For the years ended December 31, 2015 and 2014 amortization / depreciation on the combined statement of income also includes $0 and $6,000 of amortization expense related to a technology license, respectively. -6- 56 Craig A. Smith & Associate, Inc. and MPS31), LLC Notes to Financial Statements NOTE 1 — NATURE OF THE COMPANIES & SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES (CONTINUED) Leasehold Improvements The general policy for leasehold improvements is that they are to be amortized over the shorter of the expected life of the leasehold improvement or the term of the lease. The Companies are currently amortizing its leasehold improvements over the term of the lease which is sixty four months. At the termination of a lease, any balances remaining thereon are written off in the current period. The accumulated amortization is reported on the Combined Balance Sheets, with the current year's portion included on the Combined Statements of Income. Revenue and Cost Recognition The Companies use the accrual basis of accounting for revenue recognition with respect to its contract work. Duration of contracts vary based on scope and nature of the services. Engineering contracts for design through construction observation typically range between twelve months up to thirty six months; survey contracts typically are less than twelve months; engineering feasibility studies range from one to six months; and utility locate contracts typically are for two years with options to renew. There are also numerous small jobs within engineering, survey, or locates that are completed in days or weeks. The various jobs in progress are reviewed periodically and an accrual is made that estimates cost overruns. All work is guaranteed and additional work may need to be performed that had not been included in the original contract and may not be billable. Lump sum contract revenue is billed and recognized based upon the percentage of completion of the project. All lump sum contracts provide for billing on a monthly basis as services are rendered. Each month management reviews the cost versus budget and the actual work product produced to arrive at a percent complete by billable task. The current asset, "Costs and Estimated Earnings in Excess of Billings on Uncompleted Contracts" represents revenues recognized in excess of amounts billed to customers. Although most contracts do not contain guarantee liabilities, on the locate contracts, if damage is determined to be a result of the companies' failure to locate a Locatable facility with reasonable accuracy, then the companies shall be liable for damages and will not be paid for the Locate. Time and material contract revenue is recognized based on established hourly rates and material mark-up factors on a monthly basis and billed monthly as services are rendered. The timing of when customers are billed is generally based on advance billing terms or contingent upon completion of certain phases of the work, as stipulated in the contract. Note Receivable The Companies recognize interest income related to notes receivable based on accrual basis of accounting and the terms of the related note receivable. Allowance for Doubtful Accounts The Companies record bad debt expense/allowance based on specific identification of accounts receivable that management determines are unlikely to be collected in full based on aging and other specific considerations. All outstanding accounts receivable accounts are reviewed monthly to determine collectability on an individual basis. Account balances deemed to be uncollectible are charged to the bad debt expense after all means of collection have been exhausted and the potential for recovery is considered remote. The Companies recorded bad debt expense for the years ended December 31, 2015 and 2014 of $1,093 and $350, respectively. -7- 57 Craig A. Smith & Associate, Inc. and NIPS31), LLC Notes to Financial Statements NOTE 1 — NATURE OF THE COMPANIES & SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES (CONTINUED) Income Taxes In 2009, Craig A. Smith & Associates, Inc. and its shareholders, elected to have its income taxed under section 1382 of the Internal Revenue Code and conduct business as an S -Corporation. As a result, the individual shareholders are taxed on the income of Craig A. Smith & Associates, Inc. and the Corporation itself is not subject to corporate income taxes. Tax years for 2012, 2013 and 2014 are still subject to audit, however, there has been no notice given that the Internal Revenue Service is going to perform any audits. MPS3D, LLC is a separate entity for tax purposes and is taxed as a Partnership with the income or loss and other credits or deductions passed through to its individual partners. Management's Estimates The preparation of financial statements in conformity with generally accepted accounting principles requires management to make estimates and assumptions that affect the reported amounts of assets and liabilities and disclosures of contingent assets and liabilities at the date of the financial statements, and the reported amounts of revenues and expenses during the reporting period. Actual results could differ from those estimates. Concentration of Risk Historically, the Companies have maintained a wide mix of customers and therefore have limited or no risk of concentration, however as of December 31, 2015 and 2014 four customers and one customer accounted for 45% and 20% of total accounts receivable, respectively. The Companies collected the outstanding balances in the months following the year end. The Companies' suppliers consist of various consultants so there is limited or no risk of concentration. Fair Value of Financial Instruments The carrying amounts reported in the balance sheet for accounts receivable, accounts payable, accrued liabilities and loans receivable approximate fair value based on the short-term and long term maturity of these instruments. Accounting for Long -Lived Assets The Companies review long-lived assets and certain identifiable assets for impairment whenever circumstances and situations change such that there is an indication that the carrying amounts may not be recoverable. To the extent the carrying values exceed fair values, an impairment loss is recognized in operating results. No impairment loss was recognized for either 2015 or 2014 by the Companies. -8- 58 Craig A. Smith & Associate, Inc. and MPS31), LLC Notes to Financial Statements NOTE 2 - ACCOUNTS RECEIVABLE The Companies recognized accounts receivable per the revenue recognition policy. The below table summarizes the accounts receivable as of December 31 for each year end. Current 31 - 60 Days 61 - 90 Days 91 Days and over Total Accounts Receivable Allowance for Doubtful Accounts Net Accounts Receivable 2015 901d $443,301 $382,082 399,228 249,588 321,402 95,123 146,410 197,164 1,310,341 923,957 $1,310,341 $923,957 At December 31, 2015 and 2014, all accounts receivable are considered collectible and no allowance for doubtful accounts has been recorded. NOTE 3 - PROPERTY PLANT AND EQUIPMENT The following table summarizes Property, Plant and Equipment. Land Building Professional Equipment Vehicles Furniture, Fixtures & Office Equip. Leasehold Improvements Computers Total Less: Accumulated Depreciation Net Property and Equipment 2015 2014 $15,000 $15,000 66,555 66,555 572,451 527,002 12,479 47,639 52,225 52,225 15,263 15,263 259,166 293,049 993,139 1,016,733 (772,145) (844,048) $220,994 $172,685 Depreciation expense was $49,099 and $52,540 for the years ended December 31, 2015 and 2014, respectively, which is included in Amortization / Depreciation on the Statement of Income. Assets acquired under capital leases totaled $162,785 and $103,460 as of December 31, 2015 and 2014, respectively and are included in the above schedule. During the years ended December 31, 2015 and 2014, the Companies sold or traded in property, plant and equipment with a net book value of $0 and $26,615 at a trade in/sales price of $11,750 and $19,672, thereby recognizing a gain of $11,750 and a loss on disposal of $(6,943), respectively. The gain (loss) on disposal of assets has been included in the Other Income (Expense) section of the Combined Statements of Income. IM;11 59 Craig A. Smith & Associate, Inc. and MPS31), LLC Notes to Financial Statements NOTE 4 — OTHER ASSETS Technology License Craig A. Smith & Associates, Inc. and MPS3D, LLC entered into a technology license agreement for the use of Witten Technologies proprietary 3D radar tomography. The technology is used to locate underground utilities to assist in engineering projects. As of December 31, 2015 and 2014 the Witten Technologies License is recorded as $60,000 with accumulated amortization of $60,000 for both years. In 2014, the Companies recorded $6,000 in amortization expense related to the technology license. The license automatically renews annually with no fee unless there is a material breach of the agreement. The Witten Technology Company went bankrupt in 2009 and the company's remaining assets were purchased by Underground Imaging Technologies, LLC, a subsidiary of the Caterpillar Corporation. Royalties due per an existing Software Licensing Agreement have been accrued in the amounts of $146,268 and $128,584 in the event that the holder of the license should request the royalties due per the agreement. The royalties are calculated at 10% of Gross Revenues from Radar Tomography for services sold under the Trademarks and 15% of Gross Revenues from the provision of previously -acquired data to subsequent customers of Licensee. Royalty expense for years ended December 31, 2015 and 2014 was $17,684 and $58,336, respectively. These royalties have not been requested for over 6 years. NOTE 5 — DEBT Note Payable — Bank The Companies entered into a $610,700 Promissory Note Payable ("Note") with JP Morgan Chase Bank in 2011. The note has a 60 month term which commenced March 2011 with monthly principal and interest payments of $11,905. Interest on the Note is calculated at 6.14% per annum based on a year of 360 days. The final payment is due April 2016. During the years ended December 31, 2015 and 2014 the Companies incurred $7,511 and $15,660 of interest expense respectively related to the Note. The balance on the note payable was $46,730 and $182,084 as of December 31, 2015 and 2014, respectively. In 2012 the Companies entered into a $64,000 Promissory Note Payable ("Note") with JP Morgan Chase Bank related to the purchase of a building. The Note has a 10 year term which commenced April 1, 2012 with monthly principal and interest payments of $435. Interest on the Note is calculated at 5.25% per annum based on a year of 360 days. The final payment is due March 1, 2022. During the years ended December 31, 2015 and 2014 the Companies incurred $3,104 and $3,295 of interest expense respectively related to the Note. The balance on the note payable was $56,405 and $58,639 as of December 31, 2015 and 2014, respectively. The Companies' assets are pledged as collateral related to the notes with JP Morgan Chase Bank. The following is a summary of principal maturities of the Notes Payable during the next five years and thereafter: Year ended December 31, 2016 $ 49,075 2017 2,478 2018 2,610 2019 2,749 2020 and thereafter 46,223 $ 103,135 -10- Craig A. Smith & Associate, Inc. and MPS31), LLC Notes to Financial Statements NOTE 5 — DEBT (CONTINUED Line of Credit In 2011 the Companies executed a $300,000 revolving Line of Credit Promissory Note Payable ("LOC") with JP Morgan Chase Bank. Interest on the line of credit is equal to the sum of the Prime Rate in effect from time to time plus 3.0 and 4.50 percentage points for December 31, 2015 and 2014, respectively. As of December 31, 2015 and 2014, the Companies' balance related to the LOC was $120,000 and $270,000 respectively. During the years ended December 31, 2015 and 2014 the Companies incurred $10,158 and $18,640 of interest expense respectively related to the LOC. The Companies' assets are pledged as collateral related to the line of credit with JP Morgan Chase Bank. NOTE 6- NOTE PAYABLE — OFFICERS & RELATED PARTIES In 2013 the Companies borrowed funds and executed Demand Promissory Notes Payable (Notes) with a related party totaling $185,000. Interest on the Notes is calculated at 5% per annum based on a year of 365 days. During the year ended December 31, 2014, the Companies borrowed an additional $15,000 and repaid $112,413 of these Notes. During the year ended December 31, 2014, the Companies incurred $8,405 of interest related to these Notes. The balances have been fully repaid in 2015, and no new related party borrowings were taken in 2015. NOTE 7 — COMMITMENTS AND CONTINGENCIES Lease Obligation Payable The Companies have thirteen active leases with Bank of the West (now Trinity Leasing) and Dell Financial Services. As of December 31, 2015 and 2014 the Companies had short term lease obligations of $41,887 and $31,744, respectively. As of December 31, 2015 and 2014 the Companies also had long term lease obligations of $56,319 and $58,616, respectively. These equipment leases that are non -cancelable and exceed one year. The future minimum annual lease payments are as follows: Year ended December 31, 2016 $ 41,887 2017 33,108 2018 17,174 2019 6,037 $ 98,206 Interest expense relating to the lease obligations payable was $6,299 and $4,333 for the years ended December 31, 2015 and 2014, respectively. Office Lease The Companies' current offices are located at 7777 Glades Road, Boca Raton, Florida. On March 29, 2013 the Companies signed a second amendment to its lease which extended the lease for five years with a commencement date of November 1, 2013 and a term date of October 31, 2018. The Companies base rent was reduced to $11,952 per month with an annual 3% escalation rate - 11- 61 Craig A. Smith & Associate, Inc. and MPS31), LLC Notes to Financial Statements NOTE 7 — COMMITMENTS AND CONTINGENCIES (CONTINUED) Office Lease (continued) and a 6.0% sales tax rate. The Companies also incurs monthly operating expenses which are approximately $8,300 and are also subject to annual adjustment and the 6.0% sales tax rate. Future minimum annual payments under these lease agreements are as follows: Year ended December 31, 2016 $ 260,209 2017 256,803 2018 216,073 $ 733,085 Lease Obligation Payable The Companies also lease an office located at 815 NW 57th Avenue, Miami, Florida. The annual rent is $9,000 plus 6% sales tax. The lease terminates on February 29, 2016. Deferred Rent In accordance with the Second Amendment of the Office Lease Agreement that was signed on March 29, 2013 the Companies received an abatement of the basic annual rent for the months of May, June and July 2013 and May, June and July 2014. The abatements resulted in deferred rent commencing on May 1, 2013 which is being amortized over the term of the lease as an adjustment to rent expense. NOTE 8 — POST RETIREMENT BENEFITS The Companies offer a Simple IRA Plan which is administered by Fidelity Management Trust Company, an affiliate of Fidelity Investments. The Companies elected to match employee contributions up to a maximum of 3.0% of payroll earnings for the years ended December 31, 2015 and 2014. The Companies paid and expensed a required matching contribution for the years ended December 31, 2015 and 2014 of $53,011 and $46,097. The IRA expense is included in Fringe Benefits of $527,149 and $430,858 for the years ended December 31, 2015 and 2014, respectively on the accompanying financial statements. Also included in Fringe Benefits are payroll taxes, employee health insurance, employee life insurance and workers compensation insurance. NOTE 9 - OTHER INCOME For the year ended December 31, 2015, Other Income includes interest income of $4,694 and miscellaneous income of $12,288. For the year ended December 31, 2014 Other Income includes interest income of $4,481. -12- 62 Craig A. Smith & Associate, Inc. and MPS31), LLC Notes to Financial Statements NOTE 10 - COST AND ESTIMATED EARNINGS IN EXCESS OF BILLINGS ON UNCOMPLETED CONTRACTS As of December 31, 2015 and 2014, costs and estimated earnings in excess of billings on uncompleted contracts are as follows: Contract costs incurred plus recognized profits to date (Less): Progress billings to date Costs and estimated earnings in excess of billings on uncompleted contracts December 31 2015 2014 $ 324,508 $ 332,710 (262,227) (262,561) $ 62,281 $ 70,149 NOTE 11 — DATE OF MANAGEMENT REVIEW In preparing the financial statements, management has evaluated events and transactions for potential recognition or disclosure through March 2, 2016, the date that the financial statements were available to be issued. SIO 63 Craig A. Smith & Associates, Inc. and Affiliate MPS313, LLC Financial Statements For the Years Ended December 31, 2014 and 2013 Contents Accountant's Review Report Financial Statements Combined Balance Sheet 1-2 Combined Statement of Income 3 Combined Statement of Retained Earnings 4 Combined Statement of Cash Flows 5 Notes to Financial Statements 6-12 64 Hinkle, Richter & Rhine, LLP CERTIFIED PUBLIC ACCOUNTANTS MEMBER, AMERICAN INSTITUTE OF PUBLIC ACCOUNTANTS FLORIDA INSTITUTE OF CERTIFIED PUBLIC ACCOUNTANTS 2600 N.E. 14i1 STREET CAUSEWAY 777 E. ATLANTIC AVENUE, SUITE 226 POMPANO BEACH, FLORIDA 33062-8224 DELRAY BEACH, FLORIDA 33483 954.941-2312 - FAX 954.941-0777 561-314-2201- FAX 561-314-2204 INDEPENDENT ACCOUNTANT'S REVIEW REPORT Board of Directors Craig A. Smith & Associates, Inc. Boca Raton, Florida We have reviewed the accompanying combined balance sheets of Craig A. Smith & Associates, Inc. and affiliate, MPS3D LLC as of December 31, 2014 and 2013 and the related combined statements of income, retained earnings, and cash flows for the years then ended. A review includes primarily applying analytical procedures to management's financial data and making inquiries of Company management. A review is substantially less in scope than an audit, the objective of which is the expression of an opinion regarding the financial statements as a whole. Accordingly, we do not express such an opinion. Management is responsible for the preparation and fair presentation of the financial statements in accordance with accounting principles generally accepted in the United States of America and for designing, implementing, and maintaining internal control relevant to the preparation and fair presentation of the financial statements. Our responsibility is to conduct the review in accordance with Statements on Standards for Accounting and Review Services issued by the American Institute of Certified Public Accountants. Those standards require us to perform procedures to obtain limited assurance that there are no material modifications that should be made to the financial statements. We believe that the results of our procedures provide a reasonable basis for our report. Based on our review, we are not aware of any material modifications that should be made to the accompanying financial statements in order for them to be in conformity with accounting principles generally accepted in the United States of America. 1 Hinkle, Richter & Rhine, CPA's Delray Beach, Florida March 9, 2015 65 Craig A. Smith & Associates, Inc. and MPS3D, LLC Combined Balance Sheets Assets See accompanying notes to combined financial statements and accountant's review report -1- December 31, December 31, 2014 2013 Current Assets: Cash $ 52,545 $ 3,522 Accounts Receivable 923,957 716,499 Less: Allowance for Doubtful Accounts - (37,150) Costs and Estimated Earnings in Excess of Billings on Uncompleted Contracts 70,149 111,145 Note Receivable 13,940 13,134 Other Assets and Receivables 2,048 2,617 Prepaid Expenses 21,323 28,073 Total Current Assets 1,083,962 837,840 Property, Plant and Equipment, net of accumulated depreciation of $844,048 and $804,086 172,685 177,573 Other Assets: Technology License - net of accumulated amortization of $60,000 and $54,000 - 6,000 Note Receivable 69,430 83,370 Other Assets 23,533 23,068 Total 92,963 112,438 Total Other Assets 92,963 112,438 Total Assets $ 1,349,610 $ 1,127,851 See accompanying notes to combined financial statements and accountant's review report -1- Craig A. Smith & Associates, Inc. and MPS3D, LLC Combined Balance Sheets Liabilities and Stockholders' Equitv 103,135 240,723 Lease Obligation Payable December 31, December 31, Current Liabilities: 2014 2013 Accounts Payable $ 131,942 $ 172,040 Accrued Compensation & Related Taxes 36,659 32,231 Accrued Expenses & Interest 196,588 83,211 Line of Credit 270,000 299,981 Deferred Rent 12,958 10,168 Note Payable - Officers & Related Parties 87,587 185,000 Note Payable Bank 137,589 129,327 Lease Obligation Payable 31,744 23,717 Total Current Liabilities 905,067 935,675 Long Term Liabilities: Note Payable Bank 103,135 240,723 Lease Obligation Payable 58,616 52,202 Deferred Rent 69,346 39,779 Total Long Term Liabilities 231,097 332,704 Total Liabilities 1,136,164 1,268,379 Stockholders' Equity: Common Shares ($1.00 par value, 1,000 shares authorized, 1,000 shares issued and outstanding) 1,000 1,000 Additional Paid In Capital 659,775 659,775 Retained Earnings (Deficit) 302,671 (51,303) Subtotal Stockholders' Equity 963,446 609,472 Less: Treasury Stock, at cost (4 shares at $187,500 per share) (750,000) (750,000) Total Stockholders' Equity (Deficit) 213,446 (140,528) Total Liabilities and Stockholders' Equity $ 1,349,610 $ 1,127,851 See accompanying notes to combined financial statements and accountant's review report -2- 67 Craig A. Smith & Associates, Inc. and MPS3D, LLC Combined Statements of Income December 31, December 31, Revenue 2014 2013 Labor Revenue $ 5,432,972 $ 3,378,285 Total Revenue 5,432,972 3,378,285 Cost of Revenue Direct Labor 1,515,150 1,008,379 Indirect Labor 1,261,316 1,275,682 Project Consultant Fees 471,012 147,735 Project Costs 119,431 31,293 Total Cost of Revenue 3,366,909 2,463,089 Gross Profit 2,066,063 915,196 General and Administrative Expenses Fringe Benefits 430,858 382,644 Rent 243,342 250,644 Telephone / Utilities Expense 54,602 50,696 Insurance Expense 109,971 107,050 Office Supplies 56,932 47,574 Dues & Subscriptions 6,697 14,334 Travel Expense 32,737 23,195 Business Development 18,247 17,325 Marketing - - Equipment Lease 33,397 41,169 License Fees 58,336 39,163 Education & Seminars 849 8,260 Automobile Expense 31,378 38,462 Repairs & Maintenance 8,086 3,568 Professional Fees 142,670 155,564 Taxes & Licenses 11,133 10,665 Bad Debts 350 13,000 Field Operations & Supplies 321,196 171,471 Project Costs - Non -Billable 39,141 2,963 Amortization / Depreciation 52,540 49,223 Miscellaneous Expense 2,798 2,253 Total General and Administrative Expenses 1,655,260 1,429,223 Net Profit (Loss) Before Other Income / Expense 410,803 (514,027) Interest Income 4,481 6,259 Miscellaneous Income (4,240) 26,531 Less: Interest Expense (57,070) (53,481) Total Other Income / (Expense) (56,829) (20,691) Combined Net Profit / (Loss) $ 353,974 $ (534,718) See accompanying notes to combined financial statements and accountant's review report -3- Craig A. Smith & Associates, Inc. and MPS3D, LLC Combined Statement of Retained Earnings Retained Earnings Beginning Plus: Net Income (Loss) E.9i MAT47CMM-01MISM9Ai1 Retained Earnings (Deficit) Ending December 31, December 31, 2014 2013 (51,303) $ 512,582 353,974 (534,718) (29,167) $ 302,671 $ (51,303) See accompanying notes to combined financial statements and accountant's review report -4- 69 Craig A. Smith & Associates, Inc. and MPS3D, LLC Combined Statement of Cash Flows See accompanying notes to combined financial statements and accountant's review report -5- 70 December 31, December 31, Cash Flows From Operating Activities 2014 2013 Combined net profit / (loss) $ 353,974 $ (534,718) Adjustments to reconcile combined net profit (loss) to net cash provided by operating activities: Depreciation and amortization 52,540 49,223 Allowance for doubtful accounts (37,150) 9,321 Loss on sale of equipment 6,943 - Changes in operating assets and liablitlies: Decrease in accounts receivables (207,458) 4,195 Increase in costs and estimated earnings in excess of billings 40,996 (36,486) Decrease in prepaid expenses 6,750 132,409 Decrease (Increase) in other receivables 569 (1,364) Decrease (Increase) in other assets (465) (150) Decrease in bank overdraft - - Decrease (Increase) in accounts payable (40,098) 80,617 Increase (Decrease) in accrued expenses 117,805 (24,481) Increase (Decrease) in deferred rent 32,357 24,164 Total adjustments (27,211) 237,448 Net cash provided (used) by operating activities 326,763 (297,270) Cash Flows from Investing Activities Proceeds from sale of assets 19,672 - Capital expenditures (68,267) (57,326) Net cash provided (used) in investing activities (48,595) (57,326) Cash Flows from Financing Activities Payments received on note receivable 13,134 12,375 (Repayments)/Advances from line of credit, net (29,981) 185,000 Issuance/(Repayments) of notes payable - related parties (97,413) 185,000 Payments of notes payable (129,326) (121,562) Stockholders' distribution - (29,167) Increase (Decrease) in lease obligations 14,441 30,444 Net cash provided (used) in financing activities (229,145) 262,090 Net increase (decrease) in Cash 49,023 (92,506) Cash on Hand - Beginning of Year 3,522 96,028 Cash on Hand - End of Year $ 52,545 $ 3,522 Supplemental Disclosure of Cash Flow Information: Cash paid during the period for: Interest $ 57,070 $ 53,481 See accompanying notes to combined financial statements and accountant's review report -5- 70 Craig A. Smith & Associate, Inc. and MPS31), LLC Notes to Financial Statements Note 1 — Summary of Significant Accounting Policies Description of the Companv Craig A. Smith & Associates, Inc. ("Craig A. Smith") was incorporated on August 7, 1980 in the State of Florida. Craig A. Smith is engaged in the business of consulting engineering, surveying and underground utility locating. Craig A. Smith conducts business as an S Corporation. MPS3D, LLC ("MPS3D") was organized under the laws of the state of Florida, filed on January 6, 2004, effective January 5, 2004. MPS3D, LLC was organized to pursue the market for subsurface utility engineering (SUE) via the use of 3D radar tomography. An exclusive license was obtained from Witten Technologies, Inc. to use their patented Imaging System to detect and map underground utilities, buried obstructions and other buried items within the Dade, Palm Beach, Broward and Monroe Counties of Florida. Basis of Combination The accompanying financial statements include the accounts of Craig A. Smith and its affiliate MPS3D (the "Company") held under common control. All intercompany balances and transactions have been eliminated in the combined financial statements. Cash and Cash Eauivalents For purposes of the statement of cash flows, the Company considers all short-term investments with an original maturity of three months or less to be cash equivalents. Property and Equipment Property and equipment are stated and maintained at original historical cost less accumulated depreciation and amortization. Depreciation and amortization are provided using the straight-line method over the estimated useful lives of the related assets, which range from three to seven years. Routine maintenance, repairs and replacement costs are expensed as incurred and improvements that extend the useful life of the assets are capitalized. When assets are sold or otherwise disposed of, the cost and related accumulated depreciation are eliminated from the accounts and any resulting gain or loss is recognized in income. Assets Useful Lives Professional Equipment 5 years Vehicles 5 years Furniture, Fixtures & Office Equip. 7 years Computers 3 years Buildings 39 years Depreciation expense related to the above assets was $46,540 and $43,223 for the years ended December 31, 2014 and 2013 which is included in amortization / depreciation on the combined statement of income. For the years ended December 31, 2014 and 2013 amortization / depreciation on the combined statement of income also includes $6,000 and $6,000 of amortization expense related to a technology license, respectively. -6- 71 Craig A. Smith & Associate, Inc. and MPS3D, LLC Notes to Financial Statements Note 1 — Summary of Significant Accounting Policies (continued) Leasehold Improvements The general policy for leasehold improvements are to be amortized over the shorter of the expected life of the leasehold improvement or the term of the lease. The Company is currently amortizing its leasehold improvements over the term of the lease which is sixty four months. At the termination of a lease, any balances remaining thereon are written off in the current period. The accumulated amortization is reported on the Combined Balance Sheets, with the current year's portion included on the Combined Statements of Income. Revenue and Cost Recognition The Company uses accrual basis of accounting for revenue recognition with respect to contract work. Duration of contracts vary based on scope and nature of the services. Engineering contracts for design through construction observation typically range between twelve months up to thirty six months; survey contracts typically are less than twelve months; engineering feasibility studies range from one to six months; and utility locate contracts typically are for two years with options to renew. There are also numerous small jobs within engineering, survey, or locates that are completed in days or weeks. Lump sum contract revenue is billed and recognized based upon the percentage of completion of the project. All lump sum contracts provide for billing on a monthly basis as services are rendered. Each month management reviews the cost versus budget and the actual work product produced to arrive at a percent complete by billable task. The current assets, "costs and estimated earnings in excess of billings on uncompleted contracts" represent revenues recognized in excess of amount billed to customers. Time and material contract revenue is recognized based on established hourly rates and material mark-up factors on a monthly basis and billed monthly as services are rendered. The timing of when customers are billed is generally based on advance billing terms or contingent upon completion of certain phases of the work, as stipulated in the contract. As of December 31, 2014 and 2013, costs and estimated earnings in excess of billings on uncompleted contracts are as follows: December 31. Contract costs incurred plus recognized profits to date Less: Progress billings to date Costs and estimated earnings in excess of billings on uncompleted contracts Note Receivable 2014 2013 $ 332,800 $ 489,708 262,561 378,563 $ 70,149 $ 111,145 The Company recognizes interest income related to notes receivable based on accrual basis of accounting and the terms of the related note receivable. -7- 72 Craig A. Smith & Associate, Inc. and MPS3D, LLC Notes to Financial Statements Note 1 — Summary of Significant Accounting Policies (continued) Allowance for Doubtful Accounts The Company records bad debt expense/allowance based on specific identification of accounts receivable that management determines are unlikely to be collected in full based on aging and other specific considerations. All outstanding accounts receivable accounts are reviewed monthly to determine collectability on an individual basis. Account balances deemed to be uncollectible are charged to the bad debt expense after all means of collection have been exhausted and the potential for recovery is considered remote. The Company recorded bad debt expense for the year ended December 31, 2014 of $350 and $13,000 for the year ended December 31, 2013. Income Taxes In 2009 the Company and it's shareholders, elected to have its income taxed under section 1382 of the Internal Revenue Code and conduct business as an S Corporation. As a result, the individual shareholders are taxed on Company income and the Company is not subject to corporate income taxes. Tax years for 2011, 2012 and 2013 are still subject to audit however there has been no notice given that the Internal Revenue Service is going to perform any audits. Management's Estimates The preparation of financial statements in conformity with generally accepted accounting principles requires management to make estimates and assumptions that affect the reported amounts of assets and liabilities and disclosures of contingent assets and liabilities at the date of the financial statements, and the reported amounts of revenues and expenses during the reporting period. Actual results could differ from those estimates. Concentration of Risk Historically, the Company has maintained a wide mix of customers and therefore has limited or no risk of concentration, however as of December 31, 2014 one customer accounted for 20% of total accounts receivable. The Company collected the outstanding balance in January 2015. The Company's suppliers consist of various consultants there is limited or no risk of concentration. Fair Value of Financial Instruments The carrying amounts reported in the balance sheet for accounts receivable, accounts payable, accrued liabilities and loans receivable approximate fair value based on the short-term and long term maturity of these instruments. Accounting for Long -Lived Assets The Company reviews long-lived assets and certain identifiable assets for impairment whenever circumstances and situations change such that there is an indication that the carrying amounts may not be recoverable. To the extent the carrying values exceed fair values, an impairment loss is recognized in operating results. -8- 73 Craig A. Smith & Associate, Inc. and WS31), LLC Notes to Financial Statements Note 2 - Accounts Receivable The Company recognized accounts receivable per the revenue recognition policy. The below table summarizes the accounts receivable as of December 31 for each year end. 2n1a Current $382,082 31 - 60 Days 249,588 61 - 90 Days 95,123 91 Days and over 197,164 Total Accounts Receivable 923,957 Allowance for Doubtful Accounts 0 Net Accounts Receivable $923,957 Note 3 - Property, Plant and Equipment The following table summarizes Property, Plant and Equipment. Land Building Professional Equipment Vehicles Furniture, Fixtures & Office Equip. Leasehold Improvements Computers Total Less: Accumulated Depreciation Net Property and Equipment `hYdW $290,739 166,512 84,246 175,002 716,499 (37,150) $679,349_ gnin $15,000 $15,000 66,555 66,555 527,002 497,360 47,639 47,639 52,225 52,225 15,263 15,263 293,049 327,640 1,016,733 1,021,682 (844,048) (844,109) $172,685 $162,573 Depreciation expense was $46,540 and $43,223 for the years ended December 31, 2014 and 2013 which is included in Amortization / Depreciation on the Statement of Income. Assets acquired under capital leases totaled $103,460 and $105,458 as of December 31, 2014 and 2013, respectively. During the year ended December 31, 2014, the Company sold property, plant and equipment with a net book value of $26,615 for a sales price of $19,672, thereby recognizing a loss on disposal of $6,943. -9- 74 Craig A. Smith & Associate, Inc. and N PS3D, LLC Notes to Financial Statements Note 4 — Other Assets Technology License The Company entered into a technology license agreement for the use of Witten Technologies proprietary 3D radar tomography. The technology is used to locate underground utilities to assist in engineering projects. As of December 31, 2014 and 2013 the Witten Technologies License is recorded as $60,000 with accumulated amortization of $60,000 and $54,000 respectively. In both 2014 and 2013 the Company recorded $6,000 in amortization expense related to the technology license. The license automatically renews annually with no fee unless there is a material breech of the agreement. Note 5 — Debt Note Payable — Bank The Company entered into a $610,700 Promissory Note Payable ("Note") with JP Morgan Chase Bank in 2011. The note has a 60 month term which commenced March 2011 with monthly principal and interest payments of $11,905. Interest on the Note is calculated at 6.14% per annum based on a year of 360 days. The final payment is due April 2016. During the years ended December 31, 2014 and 2013 the Company incurred $15,660 and $23,318 of interest expense respectively related to the Note. The balance on the note payable was $182,084 and $309,289 as of December 31, 2014 and 2013, respectively. In 2012 the Company entered into a $64,000 Promissory Note Payable ("Note") with JP Morgan Chase Bank related to the purchase of a building. The Note has a 10 year term which commenced April 1, 2012 with monthly principal and interest payments of $435. Interest on the Note is calculated at 5.25% per annum based on a year of 360 days. The final payment is due March 1, 2022. During the years ended December 31, 2014 and 2013 the Company incurred $3,104 and $3,295 of interest expense respectively related to the Note. The balance on the note payable was $58,639 and $60,761 as of December 31, 2014 and 2013 respectively. The Company's assets are pledged as collateral related to the notes with JP Morgan Chase Bank. The following is a summary of principal maturities of the notes payable during the next five years and thereafter: Year ended December 31, 2015 $ 137,588 2016 49,076 2017 2,478 2018 2,609 2019 and thereafter 48,972 $ 240,723 Line of Credit In 2011 the Company executed a $300,000 revolving line of credit Promissory Note Payable ("LOC") with JP Morgan Chase Bank. Interest on the line of credit is equal to the sum of the Prime Rate in effect from time to time plus 4.50 percentage points. As of December 31, 2014 and 2013, the Company's balance related to the LOC was $270,000 and $299,981 respectively. During the years ended December 31, 2013 and 2012 the Company incurred $18,640 and $13,428 of interest expense respectively related to the LOC. The Company's assets are pledged as collateral related to the line of credit with JP Morgan Chase Bank. -10- 75 Craig A. Smith & Associate, Inc. and MPS3D, LLC Notes to Financial Statements Note 6- Note Payable — Officers & Related Parties In 2013 the Company borrowed funds and executed Demand Promissory Notes Payable (Notes) with a related party totaling $185,000. Interest on the Notes is calculated at 5% per annum based on a year of 365 days. During the years ended December 31, 2013 the Company incurred $3,940 of interest expense related to the Notes. During the year ended December 31, 2014, the Company borrowed an additional $15,000 and repaid $112,413 of these Notes. During the year ended December 31, 2014, the Company incurred $8,405 of interest related to these Notes. Note 7 — Commitments and Contingencies Lease Obligation Pavable The Company has several active leases with Bank of the West and Dell Financial Services. As of December 31, 2014 and 2013 the Company had short term lease obligations of $31,744 and $23,717 respectively. As of December 31, 2014 and 2013 the Company also had long term lease obligations of $58,616 and $52,202 respectively. The Company has equipment leases that are non -cancelable and exceed one year. The future minimum annual lease payments are as follows: Year ended December 31, 2015 $ 36,550 2016 35,580 2017 23,638 2018 2,762 $ 98,530 Interest expense relating to the lease obligation payable was $4,333 and $3,771 for the years ended December 31, 2014 and 2013, respectively. Office Lease The Company's current offices are located at 7777 Glades Road, Boca Raton, Florida. On March 29, 2013 the Company signed a second amendment to its lease which extended the lease for five years with a commencement date of November 1, 2013 and a term date of October 31, 2018. The Company's base rent was reduced to $11,952 per month with an annual 3% escalation rate and a 6.0% sales tax rate. The Company also incurs monthly operating expenses which are approximately $8,300 and are also subject to annual adjustment and the 6.0% sales tax rate. Future minimum annual payments under these lease agreements are as follows: Year ended December 31, 2015 $ 254,750 2016 251,861 2017 255,134 2018 216,073 $ 976,398 - 11- 76 Craig A. Smith & Associate, Inc. and MPS31), LLC Notes to Financial Statements Note 7 — Commitments and Contingencies (continued) Lease Obliaation Pavable (continued) The Company also leases an office located at 815 NW 57'h Avenue, Miami, Florida. The annual rent is $9,000 plus 6% sales tax. The lease terminates on February 9, 2016. Deferred Rent In accordance with the Second Amendment of the Office Lease Agreement that was signed on March 29, 2013 the Company received an abatement of the basic annual rent for the months of May, June and July 2013 and May, June and July 2014. The abatements resulted in deferred rent commencing on May 1, 2013. Note 8 — Post Retirement Benefits The Company offers a Simple IRA Plan which is administered by Fidelity Management Trust Company, an affiliate of Fidelity Investments. The Company elected to match employee contributions up to a maximum of 3.0% of payroll earnings for the years ended December 31, 2014 and 2013. The Company expensed a required matching contribution of $46,123 for the year ended December 31, 2014 and of $46,097 for the year ended December 31, 2013. The IRA expense is included in Fringe Benefits of $430,858 and $382,644 for the years ended December 31, 2014 and 2013 respectively on the accompanying financial statements. Also included in Fringe Benefits are employee health insurance, employee life insurance and workers compensation insurance. Note 10 - Other Income For the year ended December 31, 2014 Other Income includes interest income of $4,481 and fees totaling $2,703 for reimbursement of cost of bid specs and plans provided to contractors. For the year ended December 31, 2013 Other Income includes interest income of $6,259, gain on a sale of an asset of $4,000 and reimbursement of bid and proposal expense from co -members of a design -build team totaling $22,531. Note 11 — Date of Management Review The Company has evaluated subsequent events through March 9, 2014, which is the date the financial statements were available to be issued. -12- 77 @��A Craig A. Smith &Associates, Inc. Engineers ® Surveyors ® Subsurface Utility Engineering 3D Subsurface Imaging ® Utility Coordination LETTERS OF RECOMMENDATION 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 78 Alexander Diaz Town Manager August 31, 2018 TOWN OF GOLDEN BEACH One Golden Beach Drive, Golden Beach, FL 33160 Office (305) 932-0744 • Fax (305) 933-3825 www.goidenbeach.us RE: LETTER OF RECOMMENDATION To Whom It May Concern: This letter is on behalf of Craig A. Smith & Associates (CAS). The Town of Golden Beach has been working with Craig A. Smith & Associates since 2000. Over the past 18 years, Craig A. Smith & Associates has provided surveying, engineering, construction management and utility locating services on various stormwater, utility and roadway improvement projects. CAS also serves the Town in the capacity of Town Engineer. For over the past 18 years, The Town of Golden Beach has found CAS to be extremely effective in accomplishing the scope of service which has been their responsibility on numerous projects. I therefore recommend them highly for work. Respectfully, 4/o It Alexander Diaz Town Manager 79 August 27, 2018 pillage of E1 Vortal 500 Northeast 87th Street EI Portal, Florida 33138-3517 Telephone (305) 795-7880 Fax (305) 795-.7884 RE: LETTER OF RECOMMENDATION To Whom It May Concern, This letter is on behalf of Craig A. Smith & Associates (CAS). The Village has been working with Craig A. Smith & Associates since 2002. Over the past 15 years, Craig A. Smith & Associates has provided surveying, engineering, construction management and utility locating services on various stormwater, utility and roadway improvement projects. CAS also serves the Village in the capacity of Village Engineer. For over the past 15 years The Village of El Portal has found CAS to be extremely effective and efficient in accomplishing the scope of service, which has been their responsibility on numerous projects. Most of which these projects are multifaceted, yet when working with CAS, they always have information readily available, explain with ease to administration and council, all of which allows for a better understanding from us and allows us to reach timely decisions. I therefore recommend them hi WjWoP0 Mk for you. Sin :1 115 Spring Lake Boulevard - Sebring, Florida 33876-6143 Phone (863) 655-1715 - Fax (863) 655-4430 www.springlakefl.com August 14, 2013 To Whom It May Concern, This letter is on behalf of Craig A. Smith & Associates. Spring Lake improvement District has been working with Craig A. Smith & Associates since 2004. Over the past 9 years, Craig A. Smith & Associates has provided surveying, engineering, construction management and utility locate services on various projects involving stormwater, utility and road improvements. Craig A. Smith & Associates also services the District in the capacity as District Engineer. For over 9 years, SLID has enjoyed a successful relationship with Craig A. Smith & Associates, and highly recommends Craig A. Smith & Associates for Engineering, Surveying and Utility Locate Services. If you have any questions please feel free to contact our office. Sincerely, Brian Acker Chairman, Board of Supervisors 81 Ashira A. Mohammed Mayor Georgina Cohen Trice -Mayor Annette Wexler Clerk Commissioner Howard P. Clark, Jr. Commissioner Emma 5hoaff Commissioner Dr. Robert A. Levy Town Manager Christopher J. Ryan Town Attorney TOWN OF PEMBROKE PARK 3150 S.W. 52ND AVENUE - PEMBROKE PARK, FLORIDA 33023 - BROWARD (954) 966-4600 - FAX(954)966-5186 August 13, 2013 To whom it concern, On behalf of the Town of Pembroke Park, Craig A. Smith and Associates has provided Engineering Consulting Services since 1990. During this time period, CAS has helped to resolve many issues throughout the Town. Major projects which have been completed include the resolution of the Towns inherent flooding problems. CAS began by preparing a stormwater master plan to isolate the problem areas and prioritize which areas and what solutions would help to resolve the flooding areas. CAS worked closely with Town staff as well as other local and state agencies to establish solutions to the regional stormwater flooding issues. They worked together with neighboring communities, City of Hollywood and Hallandale Beach, as well as the FDOT District 4 to resolve the regional issues by designing a regional stormwater pump station and conveyance system within FDOT right-of-way which would convey the excess flood waters to the SFWMD C-10 Canal. CAS has also followed through with the remainder of the plan by designing local stormwater solutions within the Town. The most recent being the SW 30th Avenue stormwater improvements south of Hallandale Beach Blvd. The project design was recently completed this year and has currently been bid for construction. In addition, CAS has provided engineering services for our sewer system with regards to sewer collection. Numerous lift station rehabilitation projects as well as gravity collection and force main design has been performed, with the most recent lift station rehabilitation being completed in 2012. In 2011, the Town was awarded an FDOT LAP project on Hallandale Beach Blvd for landscape & irrigation median improvements. Being LAP Certified, CAS performed the required FDOT services to complete and closeout the project. In addition to the engineering services provided, CAS has also performed the required surveying services for such projects and has performed all Sunshine One Call utility locations for Town owned Utilities since 2005. 82 The Town has been pleased to work with the entire CAS staff and specifically Peter Kunen, P.E., William Landis, P.E., Orlando Rubio, P.E. and Stephen Smith, P.E. Should you have any questions regarding these projects feel free to contact Todd Larson, Public works Director at (954) 966-4600, Ext. 212. Sincerely, Tom Wilde Assistant Town Manager 83 LESTER 6, BAIRD, SR. County Adminlstrator E, DAN STEVENS Cbonty Attorney BARBARA BUTLER Clark r� iff 910MR, BOARD OF COUNTY COMMISSIONERS P.O. BOX 2340 LABELLE, FLORIDA 33975-2340 I have worked with the firm of Craig A. Smith & Associates for almost ten years - The firm has done numerous projects for me in my capacity of both City and County Administrator at several different locations- . Most recently they have completed a Stormwater Study covering 200 square miles for Hendry County. This study was called "The Four Corners Study" because it covered the four corners of Hendry, Glades, Charlotte and Leo Counties. Not only was the study complex in nature due to the other natural topographical problems, but it was also made extremely difficult due to the need to work with numerous property owners in these four corners. We have found their firm to be extremely effective in accomplishing the scope of service which has been their responsibility on numerous projects. They are also a pleasure to work with. Therefore I recommend them highly for work, Sincerely, .Lester Baird County Administrator Hendry County LB B/aw G:\WlNNT40\ProfileskaAmanda\DesktopWy Documental2oo1-�45 Cela A. smitn,daa JANET B, TAYLOR DARRF-LL R. HARRIS W.T. "BILL" MAODOX. JR, GNARL-rD a l MA RTINn W,c, "B , tr L 5AM JR District t District 2 district 3 Regular Board Meetings: 2nd and 4th Tuesdgy - 6;30 p.m. . 84 City of Sweetwater January 23, 2006 Mr. Steve Smith Craig A. Smith & Associates 1000 West McNab Road Pompano Beach, Florida 33069 RE: Stormwater Improvements Dear Mr. Smith: The City of Sweetwater has enjoyed working closely with your firm on the stormwater improvement projects. For many years our city has experienced excessive flooding causing costly physical damage throughout the city for both public and private properties. These improvements that your firm played a critical role in should be able to keep us dry for many years to come. Over the last couple of years we have weathered several storms in our community with no flooding in the areas where the newly designed.pump stations have been constructed. Our residents are excited about forgetting the days of our traditionally flood prone community. We look forward to continuing to work with your firm on many different projects in the future. Thanks again for being an integral part of this process. Sincerely, Mayor Manuel Marono 500 S.W. 109th Avenue, Sweetwater, Florida 33174-1398 • Telephone: 305-221-0411 • Fax: 305-221-2541 85 r =, broke—Park ilorida John P. Lyons rblayor Emma Shoaff Trice Allayor Howard P. Clark, Jr. Clerk Commissioner Ashira A. Mohammed Commissioner Annette Wexler Commissioner Dr. Robert A. Levy Town manager Christopher J. Ryan Town Attorney TOWN OF PEMBROKE PARK 3150 S.W. 52ND AVENUE - PEMBROKE PARK, FLORIDA 33023 August 2, 2004 Mr, Craig A. Smith, P.E. Chairman Craig A. Smith & Associates 1000 West McNab Road Suite 200 Pompano Beach, Florida 33069 BROWARD (954) 966-4600 - FAX(954)966-5186 RE: AMERICAN PUBLIC WORKS ASSOCIATION 2003 PROJECT OF THE YEAR AWARD Dear Craig: As Mayor of the Town of Pembroke Park, I would like to thank you for helping our Town achieve the American Public Works Association's 2003 Project of the Year Award. The award has been presented to us for the Carolina Street Pump Station. The award is for Outstanding Achievement in Public Works. The selection process was based on the use of good design and construction management techniques. It also required the demonstration of safety, environmental and public techniques, improving the relations between agencies, public, and private industries. As you are well aware, Pembroke Park has been plagued with stormwater problems for many years. Through the efforts of your firm, we have successfully achieved the elimination of this problem through the design, construction, and implementation of three major pump stations, and related collection systems. I would like to thank your firm for your excellence in design, diligence on the project, and continued support of Pembroke Park in its continued efforts to make Pembroke Park a great place in which to live and conduct business. This award is in recognition of the alliance between the Town, the agencies, the engineer, and the contractor. We all recognize that it takes team effort to make a project such as this most successful. Your firm has always shown itself to be a team player. On behalf of the Town, I wish to thank you for your participation in this project, not only from the engineering standpoint, but for assisting us in obtaining grants and other funding to help us achieve these needed public works projects. Keep up the good work. P. Lyons n m @�OA Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging a Utility Coordination LICENSES - BUSINESS AND PROFESSIONAL 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 87 State of Florida Business Licenses ENGINEERING State-�� Florida � Board of Pro'ssional Engineers Attests that Craig A. Sxxuth & Associates, Inc. FBPF F LO It IIDABOAR U OF fl((Al\SN).\\I Iud�l llts Is authorized under the provisions of Section 471.023, Florida Statutes, to offer engineering services to the public through a Professional Engineer, dtd licensed under Chapter 471, Florida Statutes. Expiration: 2/28/2019 ` G�-� CA Lic. No: Audit No: 228201903337 R D WE 3110 SURVEYING _ Florida Department of Agriculture and Consumer Services Division of Consumer Services License No.: LB3110 Board of Professional Surveyors and Mappers Expiration Dale February 28, 2019 2005 Apalachee Pkway Tallahassee, Florida 32399-6500 ... Professional Surveyor and Mapper Business License Under the provisions of Chapter 472, Florida Statutes CRAIG A SMITH & ASSOCIATES, INC. 7777 GLADES RD STE 410 BOCA RATON, FL 33434-4193 ADAM H. PUTNAM COMMISSIONER OF AGRICULTURE State of Florida Professional Licenses ENGINEERING State of Florida Board of Professional Engineers Attests that Gene Robert Schriner , P.E. 1-11 —[Ilkw 11 WHI Is licensed as a Professional Engineer under Chapter 471, Florida Statutes Expiration: 2/28/2019 P.E. Lic. No: Audit No: 228201918953 R 38821 State of Florida Board of Professional Engineers Attests that Stephen Craig Smith, P.E. Is licensed as a Professional Engineer under Chapter 471, Florida Statutes Expiration: 2/28/2019 P.E. Lic. No: Audit No: 228201919451 R 48914 State of Florida Board of Professional Engineers Attests that James R. Orth, P.E. Is licensed as a Professional Engineer under Chapter 471, Florida Statutes Expiration: 2/28/2019 P.E. Lic. No: Audit No: 228201923394 R 60126 . State of Florida Board of Professional Engineers Attests that Orlando Alberto Rubio, P.E. Is licensed as a Professional Engineer under Chapter 471, Florida Statutes Expiration: 2/28/2019 P.E. Lic. No: Audit No: 228201906426 R 148265 State of Florida Board of Professional Engineers Attests that Frank Vilar , P.E. c z fy.:.`i Is licensed as a Professional Engineer under Chapter 471, Florida Statutes Expiration: 2/26/2019 P.E. Lic. No: Audit No: 228201909655 R 55459 SURVEYING Florida Department of Agriculture and Consumer Ser{7ces V' ?, Division of Consumer Services LicGusc No.: L^b4S46 n __ r ye Board of Professional Surveyors and Mappers Expiration Date February 28, 2019 111`Y 2005 Apalachee Pim-ay Tallahassee, Florida 32399-6500 Professional Surveyor and Mapper License Under the provisions of Chapter 472, Florida Statutes ROBERT D KEENER 950 SE ATLANTUS AVE FORT PIERCE, FL 34983-3906 ADAM H. PUTNAM COMMISSIONER OF AGRICULTURE '[his is to certify that the professional strveynr and mapper whose name and addren are shown above is licensed as required by Chapter 472. Harida Statutes. @��a Craig A. Smith Vs Associates, Inc. Engineers a Surveyors a Subsurface Utility Engineering 3D Subsurface Imaging e Utility Coordination STANDARD FORM 330 7777 Glades Road, Suite 410, Boca Raton, FL 33434 e Ph: 561-314-4445 ® www.craigasmith.com e LB3110 91 ARCHITECT - ENGINEER QUALIFICATIONS PART I - CONTRACT -SPECIFIC QUALIFICATIONS 1. TITLE AND LOCATION (Cityand State) REQUEST FOR QUALIFICATIONS NO. 18-08-01 CONSULTING ENGINEERING SERVICES FOR GOLDEN SHORES UTILITY UNDERGROUNDING AND ROADWAY IMPROVEMENTS (CCNA) SUNNY ISLES BEACH, FLORIDA 2. PUBLIC NOTICE DATE 3. SOLICITATION OR PROJECT NUMBER 08/10/2018 18-08-01 4. NAME AND TITLE Stephen C. Smith, P.E., Senior Vice President 5. NAME OF FIRM Craig A. Smith & Associates, Inc. 6. TELEPHONE NUMBER 7. FAX NUMBER 8. E-MAIL ADDRESS (561) 314-4445 (561) 314-4458 ssmith@craigasmith.com LU z 0 9. FIRM NAME �CC m a a_ U) X Craig A. Smith & a Associates, Inc. CHECK IF BRANCH OFFICE X Smith Engineering b Consultants, Inc. ❑ CHECK IF BRANCH OFFICE James Santiago X C CHECK IF BRANCH OFFICE X MUEngineers, Inc. 0 CHECK IF BRANCH OFFICE X Ardaman & e Associates, Inc. ❑ CHECK IF BRANCH OFFICE 10. ADDRESS 7777 Glades Road Suite 410 Boca Raton, FL 33434 2161 Palm Beach Lakes Boulevard, Suite 312 West Palm Beach, FL 33409 612 NE 14th Avenue Fort Lauderdale, FL 33304 3440 NE 12th Avenue Oakland Park, FL 33334 2200 North Florida Mango Road, Suite 101 West Palm Beach, FL 33409 11. ROLE IN THIS CONTRACT a:1l►yil0 SUBCONSULTANT - Electrical Engineering SUBCONSULTANT - Geotechnical & Material Testing Services SUBCONSULTANT - Hydrogeologic/Hydro- Environmental Services SUBCONSULTANT - Structural Engineering Services 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Stephen C. Smith, Project Director / Contract a. TOTAL b. WITH CURRENT FIRM P. E. Manager 38 37 15. FIRM NAME AND LOCATION (City and State) Craig A. Smith & Associates, Inc. Boca Raton, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) Bachelor of Science, Civil Engineering, 1988 Auburn University, Auburn, Alabama Bachelor of Science Building Construction, 1986 Auburn University, Auburn, Alabama 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Professional Engineer State of Florida License No. 48914 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS 93 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) Consulting Engineer, Town of Pembroke Park Pembroke Park, Florida Ongoing Ongoing a 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Consulting Engineer as it relates to all water, wastewater, road and bridge issues, NPDES, projects, site plan review and agency coordination (FDOT, SFWMD, etc.). 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) Sanitary Sewer Improvements Phase I Bal Harbour, Florida 2015 2017 b 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm The Wastewater Pump Station No. 3 and Gravity Sewer Improvements (Sanitary Sewer Improvements Phase 1) project for Bal Harbour Village includes the installation of a new triplex submersible pump station with a 12 -foot diameter wet well, control panel, automatic transfer switch receptacle, emergency generator, and all associated appurtenances, in addition to approximately 1,350 linear feet of 18" gravity sewer lines to the pump station. Construction cost: $2,970,000 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) City of Sunny Isles Beach NE 174'h Street Stormwater and Pavement Improvements Sunny Isles Beach, Florida 2011 2017 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm The project consists of reconstruction of both drainage and roadway along NE 174th Street for approximately 0.2 miles from Collins Avenue to North Bay Road. The design also includes a new drainage system that meets water quality requirements, site demolition, road regrading, utility relocations, sidewalks, paver walkways, landscaping, curbing, bike paths and parallel parking. Construction cost: $2,147,800 (Phase 1) 93 94 1)TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (WApplicable) Stormwater & Pump Station Improvements Phase IV 2011 2013 d Sweetwater, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Due to repetitive, historical flooding within the 138 acre residential area, Phase IV Stormwater Improvements for the City of Sweetwater received substantial HMGP funding from FEMA. The projects consisted of 130 structures, 10,795 linear feet of drainage pipe ranging in size from 15 -inch to 72 -inch, 1,506 linear feet of 30 -inch force main and 2 -triplex pumping stations (28 HP). Construction cost: $4.09 Million 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (YApplicable) Town of Golden Beach CIP Phase III & IV Stormwater Collection System with Master Pump e Stations 2008 2011 Golden Beach, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm The project Consisted of a stormwater master pump station, 14,500 linear feet of DIP drainage pipe and stormwater force main ranging in size from 16 -inch to 72 -inch. Construction cost: $7,667,276 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (WApplicable) "+ Town of Golden Beach Phase IV Stormwater Improvements 2004 2006 f Golden Beach, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost etc.)AND SPECIFIC ROLE X Check if project performed with current firm The project consisted of the installation of 1,775 linear feet of drainage pipe ranging in size from 15 -inch to 72 -inch, 600 linear feet of force main, 32 drainage structures, a stormwater pump station, a bypass weir structure and a water quality structure. Construction cost: $2,031,740 1) TITLE AND LOCATION (Cityand State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION f1fApplicab/e) Town of Pembroke Southwest 301h Avenue Lighting Improvements 2004 2004 s Pembroke Park, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm The project involved installation of new street lights along Southwest 30th Avenue as part of the Town's "Antique Row" beautification project. Construction cost: $175,596 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) Broward County McNab Road Improvements Broward County, Florida 2002 2006 h : 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm The project consisted of approximately 1 mile of widening the existing four -lane divided road to a six -lane divided road with additional turn lanes. In addition, the project included approximately 4,700 Lf of pipe culverts, approximately 5,600 linear feet of exfiltration trench with manholes and inlets, sidewalks, traffic signalization, striping and signage, landscaping and street lighting. Construction cost: $4,571,400 94 1) TITLE AND LOCATION (City and State) City of Sweetwater Stormwater & Pump Station PROFESSIONAL SERVICES I CONSTRUCTION rtt:. Improvements (Phase I & III) 2000 2004 Sweetwater, Florida BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm The project consisted of 115 structures, 7,400 linear feet of drainage pipe ranging in size from 15 -inch to 72 -inch, 7,325 linear feet of stormwater force main ranging in size from 24 -inch to 48 -inch, four duplex pump stations, roadway restoration and complete reconstruction of 2,500 linear feet of NW 112th Avenue. Construction cost: $7,058,530 OR 15. FIRM NAME AND LOCATION (City and State) Craig A. Smith & Associates, Inc. Boca Raton, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) B.S. Agricultural Engineering, 1989 Professional Engineer University of Florida, Gainesville, FL State of Florida License No. 50126 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) American Society of Agricultural Engineers 19. RELEVANT PROJECTS 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES ONS RU TION (If CONSTRUCTION District Engineer Ongoing N/A a WalnutAppliCreek Community Development District Pembroke Pines, Florida (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with current firm Serving as District Engineer for Walnut Creek Community Development District (WCDD). Assist with short and long-term budgeting for infrastructure maintenance and improvements. Water use permitting compliance reporting to SFWMD. Preparation of Annual Engineer's Report. 1) TITLE AND LOCATION(CityandState) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (tfApplicable) tormwater Ponds Bank Repairs Walnut Creek Community Development District 2018 2018 b (WCDD) Pembroke Pines, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with current firm Construction management of lake bank restoration project for ten (10) lakes within CDD. Project was designed and procured by previous engineer. 1) TITLE AN D LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (tfApplicable) City Engineering Consultant City of Belle Glade Ongoing N/A Belle Glade, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with currentfirm Project Manager for general engineering contract with the City of Belle Glade. Ongoing rojects include roadway and drainage improvements, campground sewer, electrical pgrades, roadway improvements and an observation tower. 1) TITLE AND LOCATION (Cityand State) (2) YEAR COMPLETED CONSTRUCTION (t(Applicable) PROFESSIONAL SERVICES ity Engineer Consultant Sun 'n Lake Improvement District Ongoing N/A d Sebring, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE Check if project performed with current firm Project Manager for general contract with the Sun 'n Lake Improvement District. Ongoing projects include treatment plant electrical work and lift station issues. 9( 12. NAME 13. ROLE IN THIS CONTRACT Gene R. Schriner, P.E. Quality Assurance / Quality Control Officer 15. FIRM NAME AND LOCATION (City and State) Craig A. Smith & Associates, Inc. Boca Raton, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) Bachelor of Science, Civil Engineering, 1974, Post -Graduate Courses, Sanitary Engineering, Solid Waste & Wastewater, 1974-1976, Majored in Solid Waste and Sanitary Engineering 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 42 38 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Professional Engineer State of Florida License No. 38821 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Master's Thesis - "Bottom Ash for Use in Septic Tank Leach Field" 19. RELEVANT PROJECTS 97 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) City Consulting Engineer, City of Lake Worth Lake Worth, Florida Ongoing Ongoing a 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Acting City Consulting Engineer as it relates to stormwater issues, water and wastewater utility issues, road and bridge issues, NPDES, projects, site plan review and agency coordination (FDOT, SFWMD, etc.). 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) CCPWA Utility Authority Moore Haven, Florida Ongoing Ongoing b 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Acting District Engineer as it relates to all wastewater, stormwater and roadway improvements, NPDES, plan reviews and agency coordination (FDEP, SWFWMD, etc.). 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) District Engineer, Spring Lake Improvement District Ongoing Ongoing Sebring, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Acting District Engineer as it relates to all water and wastewater issues, stormwater issues, road and bridge issues, NPDES, projects, site plan review and agency coordination (FDOT, SFWMD, etc.) 97 9P] 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (YApplicab/e) Avenue L, M, N, & 4th Gravity Sanitary, Force Main Sewer & Lift Station Improvements 2015 2016 d Moore Haven, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Project Director/Manager: Construction of duplex submersible lift station with an 8 - foot diameter wet well and approximately 350 linear feet of 6 -inch force main along with 6,344 linear feet of associated 8 -inch and 10 -inch gravity sewer line. Services included survey, design, permitting, preparation of construction plans and contract documents, bidding and construction management. Project cost $1,286,627 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (YApplicable) Miccosukee Tribe of Florida Water Distribution System 2007 2013 e Miami, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Project Director/Manager: Survey, design, permitting, contract development, bidding services, construction oversight for installation of 15,000 feet of 12" water main including a 1 MG ground storage tank and pump system. Project cost $2.3 Million 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Ranch Lakes Estates Gravity Sewer Installation PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) Moore Haven, Florida 2011 2012 f 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Project Director/Manager: Removal of existing home owner septic tanks and replacement with a gravity sanitary sewer system and wastewater lift station. Services included survey, design, permitting, preparation of construction plans and contract documents, bidding and construction management. Project cost $483,823 1)TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) Moore Haven Phase I Sewer System Moore Haven, Florida 2000 2003 9 ;i 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Project Director/Manager: Construction of a 90,000 GPD wastewater treatment plant, 2 master pump stations, spray irrigation system, approximately 2 miles of gravity sewer collection system and 2 miles of force main. Services included design, preparation of construction plans and contract documents, permitting, bidding, construction management and observation through project closeout and start-up services as well as assistance in securing funding of the project. 9P] Jim Maguire 15. FIRM NAME AND LOCATION (City and State) Craig A. Smith & Associates, Inc. Boca Raton, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) I 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Certified Trainer Six Sigma Executive (Yellow Belt) 19, RELEVANT PROJECTS 0 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONS RUCTION (If Vice President, Board of Supervisors 2014 1 2017 Sunshine Water Control District a 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE Check if project performed with current firm Set vision and direction for stormwater management infrastructure, policy and service or 16,000 residence and 500 -acres of canals. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) Walnut Creek Community Development District Ongoing Ongoing b 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with current firm Client relations and project manager on various projects throughout district. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) unshine Water Control District roject Manager Ongoing Ongoing C 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with current firm rovide project leadership, public relations and communication. Lead projects to mprove stormwater management, pump station improvement, canal deepening and idening as well as canal bank improvements. 0 15. FIRM NAME AND LOCATION (City and State) Craig A. Smith & Associates, Inc. Boca Raton, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) B.S. Civil Engineering, 1988 University of Florida, Gainesville, FL A.A., 1985 Miami Dade Community College, South Campus, Miami, FL 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Professional Engineer State of Florida License No. 48265 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Hydraulic Hydrologic Modeling - Streamline Technologies - ICPR University of Florida - TREOO - HEC - RAS Modeling 19. RELEVANT PROJECTS 100 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES ONS RU TION (If CONSTRUCTION AppliI illage of EI Portal 2017 Pending a Jardin Stormwater Improvements El Portal, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Project Manager: Design, permitting, modeling, bidding and construction management f a $2.4 million stormwater retrofit project. 1) TITLE AND LOCATION (CityandState) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (/fApplicable) Sunshine Water Control District (SWCD) West Outfall Canal Improvements 2014 Ongoing boral Springs, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with currentfirm roject Manager: Conceptual hydraulic modeling of a 2 -mile primary canal of the SWCD. hase 1 design, permitting, modeling, bidding, community outreach, and construction anagement of the $1.5 million project. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES Applicable)TION (/f ICONSTRU Pring Lake Improvement District (SLID) 2014 2017 tormwater Treatment Area Sebring, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost etc.)AND SPECIFIC ROLE X Check if project performed with current firm Project Manager: Obtained initial project funding from FDEP. Design, permitting, modeling, bidding and construction management of a $3.3 million project. Report for FDEP. 100 101 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Phase IV Stormwater Improvements p 2010 On-going ity of Sweetwater, Florida d _ 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Project Manager: Design and permitting of stormwater retrofit project ($3.8M). Preparation of construction plans, bid schedule, cost estimate, bidding assistance and ngineering services for the ongoing construction. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES ' CONSTRUCTION (If Applicable) olden Beach Stormwater Improvements p 2008 2012 olden Beach, Florida e 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Project Manager: Design and permitting of a stormwater retrofit ($6.0 million). Prepared ost estimated, bid schedule, provided bidding assistance and FEMA grant application ocumentation. 101 15. FIRM NAME AND LOCATION (City and State) Craig A. Smith & Associates, Inc. Boca Raton, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) M.S. Environmental Engineering Florida International University B.S. Civil Engineering Florida International University A.A., Miami -Dade Colle 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Professional Engineer State of Florida License No. 55459 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS 1) TITLE AND LOCATION (Cityand State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (/f Applicable) ake Osborne Estates Water Main Improvements p Ongoing Ongoing ake Worth, Florida e 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Engineering design for proposed Phase I of Lake Osborne Estates serving 228 residences. Approximately 16,400 LF of water main ranging in size from 4" to 8" is proposed. Design costs total $183,747. 1) TITLE AND LOCATION (Cityand State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) W 2nd Street Drainage Improvements ompano Beach, Florida Ongoing Ongoing b 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm ngineering design for proposed drainage improvements of SW 2nd Street, SW 1St Avenue and SW 1St Terrace. Design costs total $143,833. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) Acreage Community Park South Expansion ndian Trail Improvement District 2016 Ongoing West Palm Beach, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with current firm ngineering design, bidding and construction services for proposed development of a ulti-phase 29 acre community park. Improvements included the design of water, ewer, and drainage infrastructure for the park. Construction costs were $3.5 million. 1) TITLE AND LOCATION (Cityand State) (2) YEAR COMPLETED CONSTRUCTION (lfApplicable) PROFESSIONAL SERVICES lades Road Improvements ank of America 2016 On-going d oca Raton, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with current firm edevelopment of a 4.7 acre existing bank site. Services provided included engineering esign of a 200 linear foot water main relocation, paving, grading and drainage mprovements. Permitting, construction management and inspection services were als80 rovided. Construction costs for the civil related improvements were $575,000. 12. NAME 13. ROLE IN THIS CONTRACT Al Caruso, E.I. Engineering - Project Engineer a. TO27 TAL 15. FIRM NAME AND LOCATION (City and State) Craig A. Smith & Associates, Inc. Boca Raton, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) Associates Degree in Engineering, 1978 Technology Middlesex County College, New Jers 14. YEARS EXPERIENCE b. WITH CURRENT FIRM 20 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Wastewater Pump Station No. 3 &Gravity Sewer 2017 2018 Bal Harbour, Florida a (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Project Designer: Construction of new triplex submersible pump station with 12 -foot diameter wet well, control panel, automatic transfer switch receptacle, on-site emergency generator, electrical upgrades and all associated appurtenances and approximately 1,350 linear feet of 18 -inch gravity sewer lines to pump station. Services include survey, utility locates, design, permitting, preparation of construction plans and contract documents, bidding, and construction management. (Responsible for the design of the gravity sewer lines.) Construction cost $2,968,730 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) Sewer Force Main Replacement Margate, Florida 2013 2014 b 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Project Designer: Replacement of an existing 12 -inch ACP force main with a new, upsized sewer force main. The work included the installation of approximately 5,060 LF of DIP force main ranging in size from 6 -inch to 20 -inch, 140 LF of encased jack and bored pipe under State Road 7, 950 LF of directional drilled HDPE pipe under an existing canal, connection to an existing lift station, abandonment of the existing force main, and road and swale restoration. The project was installed from the City's wastewater treatment plant to an existing force main tie-in on State Road 7. Project cost $1,449,900 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) Collins Avenue 12" Water Main Replacment Bal Harbour, Florida 2011 2013 C 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Project Designer: Responsible for design, permitting, contract document development, bidding services, construction management/inspection and certification through project close-out for installation of 1,800 linear feet of horizontal directionally drilled 12" HDPE water main and 680 linear feet of 12" DIP water main including five (5) fire hydrants and nine (9) tie-in connections to existing water mains. Construction costo $558,590 104 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION UfApplicable) Bal Harbour Force Main Replacement Bal Harbour, Florida 2010 2011 tl :i 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Project Designer: Planning, design, permitting, preparation of construction plans, bidding and construction management of 12,000 linear feet of 16" force main trunk line to service the entire Village to pump all raw sewage to Miami Beach. Services included survey, utility locates, design, permitting, cost estimates, bidding, construction management, community outreach and survey as-builts. Project cost $842,570 1) TITLE AND LOCATION (City and State) Capital Improvements Project - Phase III-IV (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (IfApplicab/e) Golden Beach, Florida 2010 2011 e 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Project Designer: Construction of submersible stormwater master pump station and approximately 14,500 linear feet of drainage pipe and force main. Project cost $7,667,276 1) TITLE ANDLOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (fApplicable) Palm & Hibiscus Islands Stormwater & Roadway Improvements 2014 Ongoing f Miami Beach, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Design engineering for a capital improvement project on Hibiscus Island including drainage system, buried utilities, roadway design and harmonization to existing residences. Construction costs total $3.7 million. 104 Greg Giarratana 15. FIRM NAME AND LOCATION (City and State) Craig A. Smith & Associates, Inc. Boca Raton, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) B.S. Civil/Environmental Engineering, 1977, Rogers Williams University, Bristol, Rhode Island 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) ASCE, WPCF and AWWA 19, RELEVANT PROJECTS 105 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES ONS RU TION (If CONSTRUCTION Applioore oore Haven Water System Improvements 2008 On-going Haven, Florida a 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Project Manager: Planning, design, computer modeling, permitting and construction management of this $3.5M project. System includes 4,300 feet of 12", 200 feet of 10", 00 feet of 8" and 6" water mains including 4 HDPE directional bores, a booster pump tation and an ultra filtration water treatment plant addition. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) iccosukee Water Distribution System mprovements 2007 On-going b iami, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with current firm roject Manager: Design, computer modeling of existing raw water well piping and ater distribution system including 6 miles of 12" water mains, a water treatment plant nd new high service pump station. Estimated construction cost is $10,000,000. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) aim Beach County Lake Region Pipeline aim Beach, Florida 2005 2006 c 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with current firm roject Manager: Design plans and contract documents, hydraulic modeling and ermitting for a 20 mile lake regional potable water pipeline. Project consisted of esigning approximately 91,200 feet of water distribution main to serve the cities of ahokee, Belle Glade and South Bay from the central lake region water treatment plant ocated on Hooker Highway in Belle Glade. Design included raw water piping from 7 otable water wells to the county reverse osmosis water treatment plant. Raw water ains ranged from 12" diameter at each well to 30" diameter entering the water treatment plant. The water treatment plant discharge pipe line consisted of 30" iameter down to 1" diameter mains when tied into the cities of Pahokee and South ay. The total pipeline construction cost was approximately $10,000,000. 105 106 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION tMApplicable) ardee County Bowling Green Water Line eplacement 2004 2005 d oore Haven, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm roject Manager: Design, hydraulic modeling, surveying, bidding, construction anagement of this $500,000 pipeline project consisting of 4,000 feet of 8" diameter ater mains. 1) TITLE AND LOCATION (City and State) (2) YEAR iCOMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) TO Water Main Extension Nest Palm Beach 2003 2004 e 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm roject Manager: Design, hydraulic modeling, permitting, and construction anagement of a $1.5M nine mile long, 12" diameter water main to extend West Palm each utilities water service to western Indian Trial Improvement District. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) andolah Road Sewer Service Area oore Haven, Florida 2001 2002 f ; 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm roject Manager: Design, hydraulic modeling, permitting, surveying and construction anagement of this $1.33M project consisting of 7.5 miles of force mains, 6 lift stations, re-treatment master pump station, a regional wastewater treatment plant, and onsite pray irrigation reuse disposal system. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (WApplicable) auchula Hills Service Area Water Main &Force ain 2001 2002 s auchula, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm roject Manager: Design, hydraulic modeling, permitting, surveying and construction anagement for this $3.5M pipeline project consisting of 16,200 feet of 12" HDPE water ains, 7,250 feet of 10" force main, 1,630 feet of 8" force main. Project consisted of a otable water booster pump station, 400,000 gallon ground storage tank, 120,000 GPD ackage wastewater treatment plant, effluent reuse pump station and 8" diameter reuse ipeline. 106 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Keith Schriner Project / Field Engineer a. TOTAL b. WITH CURRENT FIRM 2 2 15. FIRM NAME AND LOCATION (City and State) Craig A. Smith & Associates, Inc. Boca Raton, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Bachelor of Science, Civil Engineering, 2013 University of Central Florida, Orlando, Florida 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS 107 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (/f Applicable) 2018 Watermain Improvements - Phase II p Ongoing Ongoing Margate, Florida a 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Project Engineer: Responsible for the design, preparation of construction plans and contract documents, permitting, bidding, construction management and limited construction observation through project closeout/start-up services for the replacement of 2" galvanized steel water mains with 6" DIP water mains at fifteen (15) different locations throughout the city's service area (approximately 12,000 LF), including GPR utility locates, test hole investigations, water service line placements, ACP removal, fire hydrant replacement, fire hydrant spacing analysis and valve shutdown plan. Design cost $212,280, Estimated construction cost $1,834,400 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (/f Applicable) b Spring Lake Improvement District - WWTP & p g p Wastewater System Improvements Sebring, Florida Ongoing Ongoing 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Project Engineer: Responsible for the design for the construction of an 80,000 GPD extended aeration activated sludge wastewater treatment plant with absorption bed effluent disposal system including a sanitary sewer lift station and an 8"/10" force mains to the new WWTP site. Project includes survey, utility locates, geotechnical investigation, environmental assessment permitting, contract document development, bidding assistance, construction management and inspection through project closeout. (Project is 100% SRF funded.) Design and construction management cost $450,510, Construction cost $2.8 Million 107 108 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES ' CONSTRUCTION (If Applicable) SW 281h Street & 3rd Terrace Roadway 2016 2018 Okeechobee County, Florida C _j 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Project Engineer: This particular area of Okeechobee experienced noticeable roadway settlement at fourteen locations along an existing gravity storm system. Custom construction details were produced to clearly define the scope for each trench restoration area. A valley gutter was also installed in swales to allow runoff to flow into existing inlets and keep water from ponding on driveways. Construction cost $400,000 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES I CONSTRUCTION (If Applicable) Wauchula Hills Phase 4.0 Water & Sewer Improvements d Hardee County, Florida 2016 2017 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Project Engineer: Wauchula Hills is a very old neighborhood with residences on both well and septic tanks, eventually resulting in high levels of groundwater contamination. The scope of this project includes designing a gravity sewer collection system to tie into an existing system and expanding on an existing water main system to service the rest of the neighborhood. Construction cost $1,249,012 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (IfApplicable) Avenue L, M, N & 4 th Street Gravity Sanitary Sewer, Force Main & Lift Station Improvements 2015 2016 e 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Project Engineer: Construction of duplex submersible lift station with an 8 -foot diameter wet well and approximately 350 LF of 6" force main along with 6,344 LF of associated 8" and 10" gravity sewer line. Services included survey, design, permitting, preparation of construction plans and contract documents, bidding and construction management. Construction cost $1,286,627 108 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Robert D. Keener, Project Surveyor a. TOTAL b. WITH CURRENT FIRM P.S.M. 39 23 15. FIRM NAME AND LOCATION (City and State) Craig A. Smith & Associates, Inc. Boca Raton, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) A.A. State of Florida Land Surveying Seminars Professional Surveyor and Mapper License No. 4846 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS 109 1) TITLE AND LOCATION (CityandState) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) I Jardin Stormwater Improvements p 2018 N/A I Portal, Florida a 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Route surveys for stormwater improvements including utility locates and test holes. Sketch and legal descriptions for drainage easements were also prepared. 1) TITLE AND LOCATION (Cityand State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfAppticable) al Harbour Route Surveys -Water Main, Force ain and Gravity Sewer Projects 2017 2017 b 3al Harbour, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with currentfirm oute surveying for engineering design, staking and as built (record) surveys, utility map subsurface). 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfAppticable) lades County/City of Moore Haven Route Survey oore Haven, Florida 2018 N/A C 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with current firm oute surveying for engineering design of sanitary sewer expansion, drainage mprovements and roadway improvements. I1 ) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfAppticable) creage Community Park South Expansion ndian Trail Improvement District 2018 Ongoing d est Palm Beach, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with currentfirm Surveying and utility locates along 14011 Avenue North for the design of buried water, rainage, and wastewater collection, park amenities including horse trails, nature trials, ports field and associated buildings, parking, etc. 109 110 1) TITLE AND LOCATION (City and State) (2) YEAR (COMPLETED PROFESSIONAL SERVICES J CONSTRUCTION (lfApplicabfe) 018 Water Main Improvements argate, Florida 2018 N/A e 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with current firm oute surveys for water main expansion, replacements and relocations. Utility locating nd test holes were included. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) Sunshine Water Control District West Outfall Canal Improvements 2018 N/A f Coral Springs, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with current firm opographic survey for canal improvements on two phases of project, including tormwater pump station. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) pring Lake Improvement District otable Water & Sewer Expansion 2017 N/A 9 ighlands County, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with current firm oute surveys for sewer force main and potable water main expansion. Survey for new astewater treatment plant facility. Sketch and legal descriptions for utility easements Were also prepared. 110 15. FIRM NAME AND LOCATION (City and State) Craig A. Smith & Associates, Inc. Boca Raton, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) 1 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) CADD Centers of Florida - CADD Technician Traffic Safety in the Workplace, FDOT Metro Tech - 9890 XT Operator MALA Geosciences - Ground Penetrating Radar Theory MALA Geosciences - GPR Scanning Techniques MALA Geosciences - Easy Locator & RAMAC X3M Operator National Utility Locating Contractors Association (NUCLA) 19. RELEVANT PROJECTS TT1 ( 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) Town of Jupiter Jupiter, Florida Ongoing N/A a (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Continuing contract for utility locating services for the Town's service area on an as - needed basis. ( 1) TITLE AND LOCATION (Cityand State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) Martin County Utilities Martin County, Florida Ongoing N/A b (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Continuing contract for utility locating services for the County's service area on an as - needed basis. ( 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) City of Coconut Creek Coconut Creek, Florida Ongoing N/A C (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Continuing contract for utility locating services for the City's service area on an as - needed basis. (1) TITLE AND LOCATION (Cityand State) (2) YEAR COMPLETED PROFESSIONAL SERVICES ICONSTRUCTION (lfApplicable) City of Hollywood Hollywood, Florida Ongoing N/A d (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Utility locates for the city-wide water main replacement capital improvement project, as part of the City's continuing contract for utility locating services. TT1 112 ( 1) TITLE AND LOCATION (City and State) ;(2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Aicable Town of Davie Ongoing N/A e Davie, Florida (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Continuing contract for utility locating services for the Town's service area on an as - needed basis. ( 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicab/e) City of Cooper City Cooper City, Florida Ongoing N/A f (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Continuing contract for utility locating services for the City's service area on an as - needed basis. ( 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (YApplicab/e) Bal Harbour Village Bal Harbour Village, Florida 2014 2016 9 (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Various survey mapping and construction projects for the expansion and/or rehabilitation of utilities (pipelines and wastewater lift stations), acting as the Village Engineers, projects include Collins Avenue (SR A1A) from 73'd Street to 96th Street and 96th Street to the Haulover cut (approximately 3 miles) and rehabilitation of Lift Station No. 1 and installation of Lift Station No. 3. Also included is ongoing surveying as needed and a major route survey for the rehabilitation of the Village utility system and roadways (approximately 3 miles lineally). Survey of recreation and public works area. ( 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION ((fApplicab(e) The WAVE - Modern Streetcar Fort Lauderdale, Florida 2014 N/A h ; (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm CAS was tasked with performing complete 3D Radar Tomography Enhanced Subsurface Utility Engineering services, 3D CADD Modeling of existing utility systems, creation of an existing surface model based off the 5' x 5topo points collected through the 3D RT process. CAS provided a complete subsurface model to assist in the development of utility relocation planning and establishment of new utility corridors. Project fee $614,000 112 Tony Gomes 15. FIRM NAME AND LOCATION (City and State) Craig A. Smith & Associates, Inc. Boca Raton, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) A.A. Business Management University of Massachusetts, Amherst 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Survey Courses - University of Miami Licensure - Asphalt Plant Tech FDOT #R-1712, Asphalt Roadway Tech FDOT #5659 19. RELEVANT PROJECTS 113 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (/f Applicable) olden Beach Capital Improvement Project 2012 2012 olden Beach, Florida a 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Responsible for daily construction observation/inspection of $17.5M project including tormwater, water main, electrical, pavement, sidewalk and landscaping improvements. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) Bal Harbour Sanitary Improvements Phase I al Harbour, Florida 2016 2017 b 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with current firm esponsible for daily construction observation/inspection for the installation of a triplex ubmersible lift station and 1,350 linear feet of 18" gravity sewer main. Total onstruction costs were $2,970,000. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) tormwater Ponds Bank Repairs Walnut Creek Community Development District 2018 2018 WCDD) Pembroke Pines, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with currentfirm esponsible for daily construction observation/inspection of 18,216 linear feet of eofabric tubes, 103,000 plants and 15,000 square yards of sod. Construction cost were 594,600. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) E 174th Street Stormwater and Pavement mprovements 2012 2017 d 3unny Isles Beach, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with current firm esponsible for daily construction observation/inspection, pay applications and project closeout for the restoration of 0.2 miles of roadway and drainage improvements. onstruction costs totaled $2.14 million. 113 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED NE 174th Street Stormwater and Pavement Improvements PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Sunny Isles Beach, Florida I 2014 1 2016 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT C. POINT OF CONTACT TELEPHONE NUMBER City of Sunny Isles Beach Elka Linton -Dorsett (410) 979-7305 Capital Proiects Manaoer 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, andcost) Survey, utility locates, preparation of engineering design and construction plans, stormwater modeling and calculations, cost estimates, contract documents and permitting for the Roadway Improvements Project for NE 174th Street. The project consists of a reconstruction of both the drainage and the road for approximately 0.2 miles from Collins Avenue to North Bay Road. The existing roadway system was failing due to poor soil conditions, a limited drainage system and an undersized outfall. The new roadway incorporated a reconstructed base with geotech fabric to offset the soils. The design also included a new drainage system that meets water quality requirements, site demolition, road regrading, fibre optic relocation, future conduit for telecom lines, sidewalks and paver walkways, landscaping, curbing, bike paths and parallel parking. The design was completed within two years, under budget, at a cost of $212,180. Construction of the first half of the project has been competed in 2016 with an estimated cost of $2,147,800. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME (2) FIRM LOCATION (CityandState) { ' ate` a. Craig A. Smith & Associates, Boca Raton, Florida Prime Consultant Inc. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE C. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE a. Craig A. Smith & Associates, Boca Raton, Florida Prime Consultant Inc. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE C. 114 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Capital Improvements Project Phase III & IV PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Stormwater Collection System with Master Pump Stations 2009 2011 Golden Beach, Florida 23. PROJECT OWNER'S INFORMATION d. PROJECT OWNER e. POINT OF CONTACT f. POINT OF CONTACT TELEPHONE NUMBER Town of Golden Beach Alexander Diaz (305) 932-0744 Town Manaaer 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Stormwater design, survey, utility locates, permitting, cost estimates, construction management and construction observation, survey as-builts and certifications through project close-out as part of a Town Capital Improvement Project Stormwater Improvements for Phase III and IV were designed and constructed to be consistent with the Town's overall Master Plan. The project consisted of a stormwater master pumping station with submersible pumps, 14,500 linear feet of DIP drainage pipe and force main (ranging in size from 16" to 72"), 205 drainage structures and 7 outfalls. Project Cost: $7,667,276 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 115 (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE a. Craig A. Smith & Associates, Boca Raton, Florida Prime Consultant Inc. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE C. 115 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Palm & Hibiscus Island Stormwater & Roadway Improvements PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Miami Beach, Florida 2015 Ongoing 23. PROJECT OWNER'S INFORMATION g. PROJECT OWNER h. POINT OF CONTACT L POINT OF CONTACT TELEPHONE NUMBER City of Miami Beach Jeffrey Crews, P.E. (954) 804-2715 Proiect Manaaer 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, andcost) Survey, engineering stormwater design, drainage calculations and modeling, cost estimates, permitting, and engineering services during construction for the Palm and Hibiscus Island Stormwater and Roadway Improvements. The project is a Capital Improvement Project structured as a design/build with Lanzo Construction. CAS was responsible for the drainage system, roadway design and harmonization components of the CIP. The design incorporated engineering techniques to reduce future sea level rises such as elevating the existing roadways, increasing the size of the drainage system, providing water quality, installing three pump stations and backflow prevention devices to avoid extreme high tides from re-entering the systems. Work also included electric and communication line conversion from overhead to underground on Hibiscus Island. Project Cost: $8,000,000 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 116 (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE a. Craig A. Smith & Associates, Boca Raton, Florida Prime Consultant Inc. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE C. 116 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Water Main Replacement PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Bal Harbour, Florida 2011 2013 23. PROJECT OWNER'S INFORMATION j. PROJECTOWNER k. POINT OF CONTACT I. POINT OF CONTACT TELEPHONE NUMBER Bal Harbour Village John Oldenburg (305) 866-4633 Director of Parks & Public Spaces 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Survey, utility locates, preparation of engineering design and construction plans, permitting, cost estimates, contract documents, bidding, construction management and construction observation, and certification through project close-out for the Bal Harbour Village Water Main Replacement. The project consisted of the installation of a 12 -inch water main along the east side of Collins Avenue intended to augment the existing water main system to boost existing pressures and flows to the village's high rise district. Construction included the installation of 1,800 linear feet of 12 -inch directionally drilled water main, 680 LF of 12 -inch DIP water main, fire hydrant assemblies and connection to nine (9) existing mains. Project Cost: $558,590 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 117 (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE a. Craig A. Smith & Associates, Boca Raton, Florida Prime Consultant Inc. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE C. 117 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Stormwater and Pump Station Improvements (Phase 2B North & PROFESSIONAL SERVICES CONSTRUCTION (If applicable) South) 2004 2006 Sweetwater, Florida 23. PROJECT OWNER'S INFORMATION M. PROJECT OWNER n. POINT OF CONTACT o. POINT OF CONTACT TELEPHONE NUMBER City of Sweetwater Eric Gomez, P. E. (305) 553-5457 City Enaineer 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Survey, utility locates, easement acquisitions, modeling and pipe sizing calculations, FEMA grant applications, planning, design, cost estimates, preparation of construction plans and contract documents, permitting, bidding, construction management and certification through project close-out for the Stormwater and Pump Station Improvements (Phase 2B North and South) Project. The 65 -acre basin area is located in the southern part of the city known for historical, repetitive flooding. Both projects consist of a stormwater collection system that converges into a duplex pumping station (28 HP @ 6,048 GPM). The runoff is then discharged, via a shared force main, with an outfall at the SFWMD C-4 Canal. Collectively the project will include 100 drainage structures, 9,760 linear feet of drainage pipe ranging in size from 15 -inch to 72 -inch, 1,050 LF of 30 -inch and 36 -inch DIP force main and road and landscape restoration. Project Cost: $4,043,110 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 118 (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE a. Craig A. Smith & Associates, Boca Raton, Florida Prime Consultant Inc. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE C. 118 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED 2018 Watermain Improvements — Phase 11 PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Margate, Florida Ongoing Ongoing 23. PROJECT OWNER'S INFORMATION p. PROJECT OWNER q. POINT OF CONTACT POINT OF CONTACT TELEPHONE NUMBER City of Margate Alberto Torres -Soto (954) 972-0828 Senior Engineer 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, andcost) Preliminary planning, survey, utility locates, soft digs, design, preparation of construction plans and contract documents, and permitting for the Phase II Watermain Improvements project consisting of replacing 2 -inch galvanized steel WM with 6 -inch DIP at 15 different locations throughout the City including a total replacement of approximately 12,000 linear feet of water main infrastructure. Design also included water service replacements, ACP removal, fire hydrant replacement, fire hydrant spacing analysis, road and landscape restoration, and a valve shutdown plan. Project Cost: $1,834,414 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 119 (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE a. Craig A. Smith & Associates, Boca Raton, Florida Prime Consultant I nc. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE C. 119 EXAMPLE PROJECT KEY NUMBER 7 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Lake Osborne Estates Water Replacement Phase I PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Lake Worth, Florida Ongoing Ongoing 23. PROJECT OWNER'S INFORMATION S. PROJECT OWNER t. POINT OF CONTACT U. POINT OF CONTACT TELEPHONE NUMBER City of Lake Worth Giles M. Rhoads, P.E. (561) 586-1640 Utilities Engineer 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Survey, utility location, preparation of engineering design plans, preliminary cost estimates, community outreach for the installation of 16,400 LF of new water main serving 228 residences within the Lake Osborne Estates neighborhood. Pipe sizes range from 4 -inch to 8 -inch with fire protection provided. Work also includes the abandonment of existing water mains and the relocation of water meters and services from the rear of the residential lots to the front of the lots. Design is approximately 60% completed to be followed by permitting, contract documents, construction inspection and engineering services during construction. Project Cost: $1,800,000 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 120 (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE a. Craig A. Smith & Associates, Boca Raton, Florida Prime Consultant Inc. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE C. 120 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Stormwater & Pump Station Improvements Phase IV PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Sweetwater, Florida 2011 2013 23. PROJECT OWNER'S INFORMATION V. PROJECT OWNER W. POINT OF CONTACT X. POINT OF CONTACT TELEPHONE NUMBER City of Sweetwater Eric Gomez, P.E. (305) 553-5457 City Engineer 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Provided surveying, utility locating, FEMA grant applications, planning, design, cost estimates, preparation of construction plans and contract documents, permitting, bidding, construction management and limited engineering services during construction. The project was inspected and certified by the City Engineer's office. Due to repetitive, historical flooding within the 138 acre residential area, Phase IV Stormwater Improvements for the City of Sweetwater received substantial HMGP funding from FEMA. The projects consisted of 130 structures, 10,795 linear feet of drainage pipe ranging in size from 15 -inch to 72 -inch, 1,506 linear feet of 30 -inch force main and 2 - triplex pumping stations (28 HP). Project Cost: $4,090,000 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE a. Craig A. Smith & Associates, Boca Raton, Florida Prime Consultant Inc. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE C. 121 21. TITLE AND LOCATION (City and State) Sanitary Sewer Improvements Phase I Bal Harbour, Florida PROFESSIONAL SERVICES 2016 23. PROJECT OWNER'S INFORMATION CONSTRUCTION (If applicable) 2017 Y_ PROJECT OWNER Z. POINT OF CONTACT aa. POINT OF CONTACT TELEPHONE NUMBER Bal Harbour Village John Oldenburg (305) 866-4633 Director of Parks & Public Spaces 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Survey, utility locates, design, permitting, preparation of construction plans, cost estimates, contract documents, assistance during bidding, construction management and certification through project close-out for the Wastewater Pump Station No. 3 and Gravity Sewer Improvements (Sanitary Sewer Improvements Phase 1) project for Bal Harbour Village. The project includes the installation of a new triplex submersible pump station with a 12 -foot diameter wet well, control panel, automatic transfer switch receptacle, emergency generator, and all associated appurtenances, in addition to approximately 1,350 linear feet of 18" gravity sewer lines to the pump station. Project Cost: $2,970,000 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 122 (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE a. Craig A. Smith & Associates, Boca Raton, Florida Prime Consultant Inc. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE C. 122 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED SW 2nd Street Drainage Improvements PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Pompano Beach, Florida Ongoing Ongoing 23. PROJECT OWNER'S INFORMATION bb. PROJECT OWNER Cc. POINT OF CONTACT dd. POINT OF CONTACT TELEPHONE NUMBER City of Pompano Beach Tammy Good (954) 786-5520 Engineering Project Manager 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Survey, utility locates, geotechnical engineering, engineering drainage analysis, preparation of preliminary engineering design and construction plans, cost estimates, contract documents and assistance during bidding, shop drawing review, construction observation and engineering services during construction, and certification through project closeout for the SW 2nd Street Drainage Improvements project which is located between Dixie Highway and Cypress Road and south of Atlantic Boulevard within the City's Government District. The project also includes a proposed stormwater system on SW 1st Avenue and SW 1st Court. The 0.43 miles of roadway are to be designed to alleviate existing flooding concerns with the possibility of an offsite discharge to a nearby canal. Project Cost: $550,000 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 123 (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE a. Craig A. Smith & Associates, Boca Raton, Florida Prime Consultant Inc. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (CityandState) (3) ROLE C. 123 29. EXAMPLE PROJECTS ICY NO. G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS CONTRACT (From Section E, Block 13) 28. EXAMPLE PROJECTS (Fill in "Example Projects Key" section below before completing table. Place "X" under project key number for participation in same or similar role.) 1 2 3 4 5 6 7 8 9 10 Stephen C. Smith, P.E. Project Director / Contract Manager 1 X X X X Improvements X X X Town of Golden Beach Jim R. Orth, P.E. Project Manager Capital Improvements Project Phase III & IV 7 Lake Osborne Estates Water Replacement 2 X X Phase I X Gene R. Schriner, P.E. Quality Assurance / Quality Control City of Miami Beach X 3 X 8 Stormwater & Pump Station X Roadway Improvements Jim Maguire VP of Client Relations & Dev. Bal Harbour Village 9 Bal Harbour Village 4 X Sanitary Sewer Improvements Phase I City of Sweetwater Orlando A. Rubio, P.E. Project Engineer — Stormwater X X X SW 2nd Street Drainage Improvements X Improvements (Phase 2B North & South) X Frank Vilar, P.E. Project Engineer— Stormwater X X Al Caruso, E.I. Engineering — Project Engineer X X X X X X Greg Giarratana Project Engineer — Water & Sewer X X Keith Schriner Project/ Field Engineer X Robert Keener, PSM Project Surveyor X X X X X X X X X X Jim Driscoll Director of SUE X X X X X X X X X X Tony Gomes Sr. Field Rep X X X X X X X 29. EXAMPLE PROJECTS ICY NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) City of Sunny Isles Beach City of Margate 1 NE 174th Street Stormwater and Pavement 6 2018 Watermain Improvements — Phase II Improvements Town of Golden Beach City of Lake Worth Capital Improvements Project Phase III & IV 7 Lake Osborne Estates Water Replacement 2 Stormwater Collection System with Master Phase I Pump Stations City of Miami Beach City of Sweetwater 3 Palm & Hibiscus Island Stormwater & 8 Stormwater & Pump Station Roadway Improvements Improvements Phase IV Bal Harbour Village 9 Bal Harbour Village 4 Water Main Replacement Sanitary Sewer Improvements Phase I City of Sweetwater City of Pompano Beach 5 Stormwater and Pump Station 10 SW 2nd Street Drainage Improvements Improvements (Phase 2B North & South) 124 Stephen C. Smith, P.E., Senior Vice President 125 1. SOLICITATION NUMBER (ifany) ARCHITECT -ENGINEER QUALIFICATIONS 118-08-01 PART II - GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM (OR BRANCH OFFICE) NAME Craig A. Smith & Associates, Inc. 3. YEAR ESTABLISHED ]4. 1980 DUNS NUMBER 03-8695029 2b. STREET 7777 Glades Road, Suite 410 5. OWNERSHIP a.TYPE Corporation 2c. CITY Boca Raton 2d. STATE IFIL 2e. ZIP CODE 33434 b. SMALL BUSINESS STATUS N/A , 6a. POINT OF CONTACT NAME AND TITLE James R. Orth, P.E., Vice President of Engineering 7. NAME OF FIRM pfblock2a. is a branch office) N/A 6b. TELEPHONE NUMBER (561) 314-4445 �jorth@craigasmith.com 6c. E-MAIL ADDRESS 8a. FORMER FIRM NAME(S) (If an) 8b. YR ESTABLISHED 8c. DUNS NUMBER 3 15 Construction Inspection 9. EMPLOYEES BY DISCIPLINE 10. PROFILE OF FIRM'S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS c. No. of Employees c. Revenue a. Function a. Profile Index Code b. Discipline Code b. Experience Number (see (1) FIRM (2) BRANCH below) 02 Administrative 7 C10 ICommercial Buildings 1 08 CADD Technical 4 C11 Commercial Facilities 1 12 Civil Engineering 8 C16 Construction Survey 3 15 Construction Inspection 3 D04 Design Building 1 42 Mechanical Engineer 1 D05 Digital Elevation 1 38 Land Surveyor 7 D08 Dredging 1 Utility Locators 10 E09 Environmental Impact Studies 1 G04 GIS 1 C15 Construction Management 3 H07 Hi hwa s/Streets 2 106 Drainage 4 L02 Land Surveying 4 001 Office Buildings 1 P05 Plannina 1 S07 Solid Waste 1 S10 ISurvey 4 S13 I Stormwater Handling & Facilities 4 Other Employees I I I I U4 I I opo burvey & MappingL Total 40 JW03 Water Supply 3 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. $100,00 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 b. Non -Federal Work 7 4. $500,000 to less than $1 million million 5. $1 million to less than $2 million 9• $25 million to less than $50 c. Total Work 7 million 10. $50 million or greater 12. AUTHORIZED REPRESENTATIVE A . A The foreooino is a statement of facts. a. SIGNATURE b. DATE 09/04/2018 c. NAME AND TITEE - Stephen C. Smith, P.E., Senior Vice President 126 SEC ARCHITECT — ENGINEER QUALIFICATIONS PART I — CONTRACT SPECIFIC QUALIFICATIONS A. CONTRACT INFORMATION B. ARCHITECT — ENGINEER POINT OF CONTACT 4. NAME AND TITLE Larry M. Smith, P.E./President 5. NAME OF FIRM Smith Engineering Consultants, Inc. 6. TELEPHONE NUMBER 7. FAX NUMBER 8. E-MAIL ADDRESS (561) 616-3911 (561) 616-3912larry@smithengineeringconsultants.com C. PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors. D. ORGANIZATIONAL CHART OF PROPOSED TEAM (Attached) AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (6/2004) PAGE 1.1 127 (Check) w 2 Z 0 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT U a U) Smith Engineering Consultants, Inc. 2161 Palm Beach Lakes Blvd., Suite 312 Electrical, Instrumentation West Palm Beach, FL 33409 and Telemetry Engineering a. X CHECK IF BRANCH OFFICE b. CHECK IF BRANCH OFFICE C. CHECK IF BRANCH OFFICE d. CHECK IF BRANCH OFFICE e. CHECK IF BRANCH OFFICE f. CHECK IF BRANCH OFFICE D. ORGANIZATIONAL CHART OF PROPOSED TEAM (Attached) AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (6/2004) PAGE 1.1 127 SEC ORGANIZATIONAL CHART Larry M. Smith, P.E./President Client Manager Electrical Engineer Joseph S. Harrison, P.E. Luther E. Fair Jr., P.E. P.K. Patel, P.E. Steven P. Hockman David R. Jones, P.E. Stan Hockman Sr. Project Manager Sr. Project Manager Sr. Project Manager Sr. Project Manager Sr. Project Manager Field Representative Electrical Engineer Electrical Engineer Electrical Engineer Mechanical Engineer Frank Roth Jeff Cooper Project Manager Project Manager Electrical Engineer Electrical Engineer Terry Smith Electrical Designer 128 L�21 12. NAME Larry M. Smith, P. E. E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 13. ROLE IN THIS CONTRACT Electrical Engineer 14. YEARS EXPERIENCE TOTAL b. WITH CURRENT FIRM 30 1 17 15. FIRM NAME AND LOCATION (Cityand State) Smith Engineering Consultants, Inc, 2161 Palm Beach Lakes Blvd., Suite 312, West Palm Beach, FL 33409 16. EDUCATION (DEGREE AND SPECIALIZATION) Bachelor of Science in Electrical Engineering 17. CURRENT PROFESSIONAL Florida/Electrical Engineering TE AND DISCIPLINE) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Post -graduate studies at FAU in telecommunications, Tau Beta Pi (Engineering Honor Society), IEEE, Florida Engineering Society (Past President of the Palm Beach Chapter), Florida Building Code electrical technical advisory committee, FES state energy committee. a. (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE I [X] Check if project performed with current firm Electrical design for the gate control structure and trash rakes. This included the electrical service and distribution, controls, lighting, instrumentation, and telemetry systems. The telemetry system was designed using the District's standard RTU design. (1) TITLE • LOCATION (City and State) (2) YEAR COMPLETED SFWMD P.S. 319 PROFESSIONAL SERVICES CONSTRUCTION Loxahatchee, Florida 2005 2005 b. (3) BRIEF DESCRIPTION (eriefscope, size, cost, etc.)AND SPECIFIC ROLE [X] Check if project performed with current firm Construction administration for the electrical systems of this pump station designed by the Army Corps of Engineers. We observed the electrical installations and prepared the contract record drawings for review by the Corps. Corrections were made to the electrical design drawings in accordance with the actual construction observed by us and as reported by the contractor. C. (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE I [X] Check if project performed with current firm Electrical design for a new stormwater pump station. This pump station consisted of six (6) electric motor operated pumps with both upstream and downstream water level monitoring. A backup diesel generator was designed to provide power for full pumping capacity. Reduced -voltage motor starters were designed to reduce the starting inrush current for the large electric motors. Electrical design included motor operated gates for control structures, electrical service and distribution, lighting, controls, instrumentation, and telemetry systems. d. (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE I [X] Check if project performed with current firm Electrical design including power, controls, instrumentation and telemetry for the conversion of the existing wetwell pump station to an in-line booster station. Variable frequency drives (VFD's) were used to match the varying wastewater flow into and out of the pump station. An upgraded telemetry system was designed to replace the existing, aging system, and to provide control and status reporting to the existing central station. e (3) BRIEF DESCRIPTION (Briefsoope, size, cost, etc.) AND SPECIFIC ROLE I [X] Check if project performed with current firm Electrical design including power, controls, instrumentation and telemetry for the rehabilitation of an existing reclaimed water pump station. Five (5) new pumps were provided with variable frequency drives (VFD's) to provide water to the local community, including golf course irrigation. A hydropneumatic tank with an air compressor system was installed to help maintain water pressure. 129 12. NAME Joseph S. Harrison, P.E. E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 13. ROLE IN THIS CONTRACT Electrical Engineer 14. YEARS EXPERIENCE a. I V IAL 41 4 15. FIRM NAME AND LOCATION (City and State) Smith Engineering Consultants, Inc, 2161 Palm Beach Lakes Blvd., Suite 312, West Palm Beach, FL 33409 16. EDUCATION (DEGREEAND SPECIALIZATION) Bachelor of Science in Electrical Engineering 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Institute of Electrical and Electronics Engineers (IEEE) Florida/Electrical Engineering a. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE I [X] Check if project performed with current firm Electrical design, including power, controls, instrumentation and telemetry for the installation of two (2) new standby power generators and remote telemetry units (RTU's), one (1) at each of two (2) existing stormwater pump stations in the Town of Palm Beach. A new electrical service was designed at each pump station, including a new automatic transfer switch, to provide both normal and emergency power to the submersible pumps. Data Flow telemetry systems were specified to provide control and status reporting to the existing central station. b. (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE I [X] Check if project performed with current firm Electrical design, including power, controls, instrumentation and telemetry for the installation of two (2) new standby power generators and remote telemetry units (RTU's), one (1) at each of two (2) existing water booster pump stations in the City of Lake Worth. A new electrical service was designed at each pump station, including a new automatic transfer switch, to provide both normal and emergency power to the existing water booster pumps. Motorola MOSCAD telemetry systems were specified to provide control and status reporting. C. (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE I [X] Check if project performed with current firm Electrical design, including power, controls, lighting, instrumentation and SCADA for the installation of a new standby power generator to serve the existing water treatment plant. Also included within this project was the electrical design for the replacement of five (5) existing pumps and motors. New VFD's and solid-state, reduced voltage motor starters were installed within the existing motor control center to serve the pumps. A 1,000kW diesel generator was installed to provide backup power to the entire water treatment plant. d. (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE I [X] Check if project performed with current firm Electrical design, including power, controls, instrumentation and telemetry for the rehabilitation of two (2) existing wastewater pump stations No. IA and No. 50 in the City of Riviera Beach. New VFD's were designed to control replacement pumps and motors. A new standby power generator was designed for each station to replace the existing, aging units. VFD's and instrumentation were successfully integrated into the e. I (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE I [X] Check if project performed with current firm Electrical design including power, controls, instrumentation and telemetry for the installation of a new telemetry system for the Village of Wellington's stormwater pump stations. A new base station including computer workstations, software, radio telemetry unit (RTU), and antenna tower were installed at the existing public works complex. RTU's were installed in the field at several pump stations. These communicated with the base station to provide remote control and status reporting for pumps, generators, water level sensors, and gates. STANDARD FORM 330 (10004) PAGE 2 130 -SEC 12. NAME P.K. Patel, P.E. E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 13. Electrical Engineer 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 40 1 1 15. FIRM NAME AND LOCATION (city and State) Smith Engineering Consultants, Inc, 2161 Palm Beach Lakes Blvd., Suite 312, West Palm Beach, FL 33409 16. EDUCATION (DEGREEAND SPECIALIZATION) Bachelor of Science in Electrical Engineering 17. CURRENT PROFESSIONAL REGISTRA 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Institute of Electrical and Electronics Engineers (IEEE) FloridatElectrical Engineering a. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.)AND SPECIFIC ROLE I [X] Check if project performed with current firm Electrical design, including power, controls, instrumentation and telemetry for the installation of new pump control panels and remote telemetry units (RTU's), throughout Palm Beach County WUD's service area. The scope of services includes over 80 lift stations with a variety of the following (1) add new RTU, radio and antenna with ultrasonic level transducer (2) replace control panel (3) add generator receptacle. The existing relay logic and level control systems will be replaced with PLC's using level control and high level float. b. (3) BRIEF DESCRIPTION (Briefscope, size, cost etc.) AND SPECIFIC ROLE I [X] Check if project performed with current firm Prepare an electrical system model and complete short-circuit and arc flash analyses in accordance with IEEE Std. 1584 and NFPA 70E for the electrical system equipment throughout the building required to be labeled by the standards. This equipment includes switchboards, panelboards, control panels, disconnect switches, etc. Prepare arc flash warning labels for individual electrical equipment to include: calculated incident energy, hazard risk category, arc flash boundary, and personal protective equipment (PPE) required. C. I (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE d. I (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE e. I (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE [ ] Check if project performed with current firm [ ] Check if project performed with current firm [ ] Check if project performed with current firm STANDARD FORM 330 (1/2004) PAGE 2 131 12. NAME Luther E. Fair, P.E. E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 13. ROLE IN THIS CONTRACT Electrical Engineer a. 14. YEARS EXPERIENCE 43 I 1 15. FIRM NAME AND LOCATION (City and State) Smith Engineering Consultants, Inc, 2161 Palm Beach Lakes Blvd., Suite 312, West Palm Beach, FL 33409 16. EDUCATION Bachelor of Science in Electrical Engineering 17. CURRENT PROFESSIONAL REGISLRAVION(SIA/E AND DISCIPLINE) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Institute of Electrical and Electronics Engineers (IEEE) Florida/Electrical Engineering a. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE I [X] Check if project performed with current firm Electrical design, including power, controls, instrumentation and telemetry for the installation of new pump control panels and remote telemetry units (RTU's), throughout Palm Beach County WUD's service area. The scope of services includes over 80 lift stations with a variety of the following (1) add new RTU, radio and antenna with ultrasonic level transducer (2) replace control panel (3) add generator receptacle. The existing relay logic and level control systems will be replaced with PLC's using level control and high level float. b. (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE I [X] Check if project performed with current firm Prepare an electrical system model and complete short-circuit and arc flash analyses in accordance with IEEE Std. 1584 and NFPA 70E for the electrical system equipment throughout the building required to be labeled by the standards. This equipment includes switchboards, panelboards, control panels, disconnect switches, etc. Prepare arc flash warning labels for individual electrical equipment to include: calculated incident energy, hazard risk category, arc flash boundary, and personal protective equipment (PPE) required. C. I (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE d. I (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE e, I (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE [ ] Check if project performed with current firm [ ] Check if project performed with current firm [ ] Check if project performed with current firm STANDARD FORM 330 (1/2004) PAGE 2 132 12. NAME David R. Jones, P.E. E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT Com tete one Section E for each key erson 13. ROLE IN THIS CONTRACT Mechanical Engineer 14. YEARS EXPERIENCE TOTAL b. WITH CURRENT 29 1 4 15. FIRM NAME AND LOCATION (CityandState) Smith Engineering Consultants, Inc., 2161 Palm Beach Lakes Blvd., Suite 312, West Palm Beach, FL 33409 16. EDUCATION (DEGREE AND SPECIALIZATION) Bachelor of Science in Mechanical Engineering 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Florida/Mechanical Engineering a. (3) BRIEF DESCRIPTION (Bdefscope, size, cost, etc.) AND SPECIFIC ROLE I [X] Check if project performed with current firm Mechanical design for a new stormwater pump station. This pump station consisted of six (6) electric motor operated pumps with both upstream and downstream water level monitoring. A backup diesel generator was designed to provide power for full pumping capacity. Reduced -voltage motor starters were designed to reduce the starting inrush current for the large electric motors. Mechanical design included motor operated gates for control structures, air conditioning of the main electrical room, and plumbing. b. (3) BRIEF DESCRIPTION (Brietscope, size, cost etc.) AND SPECIFIC ROLE I [X] Check if project performed with current firm Mechanical design for several new stormwater pump stations throughout the Village of Wellington. These pump stations consisted of electric motor operated pumps with both upstream and downstream water level monitoring. A backup diesel generator was designed at each pump station to provide power for full pumping capacity. Mechanical design included ventilation and plumbing throughout the pump stations. C. (3) BRIEF DESCRIPTION (Brfefscope, size, cost, etc.) AND SPECIFIC ROLE I [X] Check if project performed with current firm Mechanical design for a new stormwater pump station. This pump station consisted of three (3) electric motor operated pumps with both upstream and downstream water level monitoring. Provisions for a future backup diesel generator were designed to provide power for full pumping capacity. Mechanical design included motor operated gates for control structures, ventilation of the main electrical room, and (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE I [X] Check if project performed with current firm Mechanical design for two (2) redundant air-conditioning systems to cool the electrical equipment room. These split(DX) systems were of a low profile, space saving design so as to maximize the available space for the electrical equipment. Air conditioning of the variable frequency drives (VFD's) serves to extend the life of these expensive devices. e. (3) BRIEF DESCRIPTION (eriefscope, size, cost, etc.) AND SPECIFIC ROLE I [X] Check if project performed with current firm Mechanical design for the two (2) redundant air-conditioning systems to cool the electrical equipment room of the reclaimed water pump station. These split(DX) systems were of a low profile, space saving design so as to maximize the available space for the electrical equipment. Air conditioning of the variable frequency drives (VFD's) serves to extend the life of these expensive devices. STANDARD FORM 330 (1/2004) PAGE 2 133 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. 2U. LXAMF'LL PKUJL(:I KLY NUMBER 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER City of West Palm Beach Suzanne Halverson, P.E. (561) 494-1075 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) This award winning project included the replacement of a wastewater force main pipeline, and the rehabilitation of two (2) existing pump stations. Pump Station No. 3's submersible pumps were replaced to meet the new flow and head requirements. Control panel upgrades were designed to accommodate the parameters of the new submersible pump motors. At Pump Station No. 5, a new electrical service (including a City -owned step-up transformer) was designed to handle the additional electrical load of the station. A replacement of the three (3) existing VFD's was accomplished within the existing motor control center. Provisions to connect a portable generator through a manual transfer switch were also provided. Total Project Cost = $1,300,000 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (6/2004) PAGE 3.1 134 �- F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY SEC 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 aroect. • •COMPLETED Palm Beach County LS 5243 Generator Installation PROFESSIONAL SERVICES CONSTRUCTION (if Applicable) Delray Beach. Florida 2007 2008 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Palm Beach County John Rich, P.E. 1 (561)493-6116 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The design is presently being completed for the installation of a standby power generator and diesel fuel tank at the County's existing Lift Station No. 5243. The existing chemical building is being modified to house the relocated generator. A new above ground, diesel fuel tank will be installed on site to provide adequate fuel for the required duration of operation. A new electrical service was designed, including a new automatic transfer switch, to provide both normal and emergency power to the wastewater pumps. A new pump control panel was designed in accordance with the County's latest standards. Total Project Cost = $100,000 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (6/2004) PAGE 3.2 135 QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 90 projects, If not specified. LV. CJS,1MVIYLC YKVJr-UI Mr -T 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Town of Palm Beach Mike Roach, P.E. (561) 838-5440 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Two (2) new standby power generators and remote telemetry units (RTU's) were provided, one (1) at each of two (2) existing stormwater pump stations at Jungle Road and El Brillo Road along the intracoastal waterway in Palm Beach. Each generator consisted of a self-contained, skid -mounted, diesel fuel tank below the generator enclosed with a weatherproof, sound -attenuating enclosure. A new electrical sei vice was designed at each pump station including a new automatic transfer switch, to provide both normal and emergency power to the submersible pumps. Data Flow telemetry systems were specified to provide control and status reporting to the existing central station. Total Project Cost = $175,000 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (6/2004) PAGE 3.3 136 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S SEC QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each protect.) 23. PROJECT OWNER'S INFORMATION 20. EXAMPLE PROJECT KEY NUMBER 4 a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER City of Lake Worth Mike Thew, P.E. (561) 586-1671 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Two (2) existing wastewater pump stations were recently rehabilitated. The work included the installation of new variable frequency drives (VFD's) and remote telemetry units (RTU's) for the control of existing wastewater pumps. At the Master -Pump Station a new electrical room was enclosed and air-conditioned to house the new VFD's. The existing electrical service was modified to distribute power to the new equiopment. At the Repump Station new VFD's were installed within the pump station and fed from the existing electrical service which was modified for this purpose. Upgraded telemetry systems were designed for both stations to replace the existing, aging systems, and to provide control and status reporting to the existing central station. Total Project Cost = $500,000 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT I Im STANDARD FORM 330 (612004) PAGE 3.4 137 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT 11 i (Present as many projects as requested by the agency, or 90 projects, If not specified. 23. PROJECT OWNER'S INFORMATION 20. EXAMPLE PROJECT KEY NUMBER 5 a. PROJECT OWNER b.• POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER City of Lake Worth Mike Thew, P.E. (561) 586-1671 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Two (2) new standby power generators and remote telemetry units (RTU's) were designed, one (1) at each of the two (2) existing north and south water booster stations in the City of Lake Worth. Each generator consists of a self-contained skid -mounted, diesel fuel tank below the generator enclosed with a weatherproof, sound -attenuating enclosure. A new electrical service was designed at each pump station, including a new automatic transfer switch, to provide both normal and emergency power to the existing water booster pumps. Motorola MOSCAD telemetry systems were specified to provide control and status reporting to the existing central station. Total Project Cost = $250,000 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (6/2004) PAGE 3.5 138 — - F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each proiect) 23. PROJECT OWNER'S INFORMATION 20. EXAMPLE PROJECT KEY NUMBER a. PROJECT OWNER I b. POINT OF CONTACT NAMEI c. POINT OF CONTACT TELEPHONE NUMBER Village of Royal Palm Beach Ray Liggins, P.E. (561) 790-5165 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) A new reverse osmosis system was added to the existing water treatment plant significantly increasing its capacity. New variable frequency drives (VFD's) were installed to serve the new high pressure pump and the existing transfer pump. The new VFD's were installed within the existing main electrical room and fed from the existing motor control centers. A new odor control system was installed complete with blowers, recirculation pumps, and chemical feed pumps. The existing clearwell transfer pumps were replaced with larger motors requiring upgraded motor controls and wiring. Additional instrumentation was installed throughout the site with new programmable logic controllers (PLC's) provided for the main process equipment. These were all successfully integrated within the existing plant supervisory control and data acquisition (SCADA) system. Total Project Cost = $950,000 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (6/2004) PAGE 3.6 139 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. ZU. LAAWIrLr rKUJLUI r\cr NUMBER 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER I b. POINT OF CONTACT NAMEI c. POINT OF CONTACT TELEPHONE NUMBER Village of Royal Palm Beach Ray Liggins, P.E. (561) 790-5165 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) A recent expansion to the existing wastewater treatment plant included the addition of a new dewatering building (including belt filter press and truck loading area), odor control system, site lift station, sodium hypochlorite structure, and effluent pump station modifications. New site lighting was installed throughout the project. A new 1,200A, 480V electrical service was designed to feed the entire plant including both existing and new electrical loads. Complex control, instrumentation, and SCADA systems were provided and integrated into a new plant control system. Smith Engineering Consultants designed all of the electrical systems, including power, lighting, controls, instrumentation, and SCADA for an even more recent plant expansion. This expansion included the addition of a new pre-treatment (headworks) structure, equalization basin, aerobic digester, two (2) new clarifiers, and effluent pump station modifications. This expansion was never constructed because of Palm Beach County's acquisition of the Royal Palm Beach utilities. Total Project Cost = $2,300,000 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (6/2004) PAGE 3.7 140 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY S J QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, If not specified. 8 Com tete one Section F for eachro"ect. 21. TITLE • • •COMPLETED city or Lake Worth Water Treatment Plant Generator PROFESSIONAL SERVICES CONSTRUCTION (if Applicable) 2011 2012 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER City of Lake Worth Mike Thew, P.E. 1 (561) 586-1671 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) A new electrical building was constructed to house the new main electrical service and standby power generator for the existing water treatment plant in Lake Worth. New high service pumps and motors were installed to replace the existing, aging pumps and motors. Two (2) new variable frequency drives (VFD's) and three (3) new solid-state, reduced voltage motor starters were installed within the existing motor control center to serve the pumps. Air conditioning was provided to cool the VFD's. Electrically operated valves for the high service pumps were successfully integrated into the motor control scheme. Operation of the VFD's was integrated into the existing plant SCADA system. A 1,000 kW diesel generator was installed to provide backup power to the entire water treatment plant. A new 1,600A, 480V electrical service, including an automatic transfer switch, was designed for the plant. All of this equipment was housed within the new electrical building constructed on the site. Total Project Cost = $1,300,000 z-' 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (6/2004) PAGE 3.8 141 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. 2U. EXAMPLE PKUJEG I KEY NUMBER 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Palm Beach County WUD Steve McGrew, P.E. (561) 493-6110 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Electrical design, including power, controls, instrumentation and telemetry for the installation of new pump control panels and remote telemetry units (BTU's), throughout Palm Beach County WUD's service area. The scope of services includes over 80 lift stations with a variety of the following (1) add new RTU, radio and antenna with ultrasonic level transducer (2) replace control panel (3) add generator receptacle. The existing relay logic and level control systems will be replaced with PLC's using level control and high level float. Total Project Cost = $1,300,000 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (6/2004) PAGE 3.9 142 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S SEC QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. 23. PROJECT OWNER'S INFORMATION 20. EXAMPLE PROJECT KEY NUMBER 10 a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Palm Beach County WUD Steve McGrew, P.E. (561) 493-6110 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Prepare an electrical system model and complete short-circuit and are flash analyses in accordance with IEEE Std. 1584 and NFPA 70E for the electrical system equipment throughout the building required to be labeled by the standards. This equipment includes switchboards, panelboards, control panels, disconnect switches, etc. Prepare arc flash warning labels for individual electrical equipment to include: calculated incident energy, hazard risk category, arc flash boundary, and personal protective equipment (PPE) required. Total Project Cost = $300,000 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (6/2004) PAGE 3.10 143 G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 26. NAMES OF KEY PERSONNEL Section E, (From Sec Block do 27. ROLE IN THIS CONTRACT (From Section E, Block do 28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in "Example Projects Key" section below before completing table. Place "X" under project key number for artici ation in same or similar role. 1 2 3 4 5 6 7 8 9 10 Larry M. Smith, P.E. Electrical Engineer X X X X X X X X Palm Beach County WUD Arc Flash Analysis Joe Harrison, P.E. Electrical Engineer X X X X X David Jones, P.E. Mechanical Engineer X X X P.K. Patel, P.E. Electrical Engineer X X Luther Fair, P.E. Electrical Engineer X X 29. EXAMPLE PROJECTS KEY NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) 1 PBC LS 5243 Generator 6 Village of Royal Palm Beach R.O. Plant Expansion 2 WPB Flagler Drive WW Pump Stations 7 Village of Royal Palm Beach WWTP Expansion 3 Palm Beach Pump Station Generators 8 Lake Worth WTP Generator 4 Lake Worth WW Pump Stations 9 Palm Beach County WUD 2016 & 2017 TIMS 5 Lake Worth Water Pump Stations 10 Palm Beach County WUD Arc Flash Analysis STANDARD FORM 330 (6/2004) PAGE 4.1 144 H. ADDITIONAL INFORMAITON 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS AS NEEDED, Smith Engineering Consultants, Inc. is a multi -discipline engineering firm with an in-depth knowledge of energy, water, telecommunications, and architectural projects. At SEC, we approach our business just as you do, focusing on out, customers and the various environments in which they operate. SEC places a strong emphasis on creating productive working relationships with clients. Because we believe that teamwork is the key to success, our professionals are committed to responsive service, attention to detail, and effective communication and cooperation. Our staff has built a deserved reputation for completing assignments in a cost-effective and timely manner. We've accomplished this through innovative thinking, careful planning, and professionals who believe in quality and hard work. As Florida continues to experience tremendous growth, capital improvement projects will remain in the forefront of municipal infrastructure improvement efforts. The staff at Smith Engineering Consultants has played an important role in the design, construction, and renovation of facilities throughout the state. Our knowledge of facilities and agencies in Palm Beach, Martin, and St. Lucie Counties is particularly notable, due to our more than 30 years of experience here in south Florida. Public facilities require complex electrical and mechanical systems, including HVAC, plumbing, power, lighting, controls, instrumentation, and telemetry. You can turn to SEC for expertise in the design of these elements. Cost-effective design is the key to success for today's municipal infrastructure projects. Understanding that funding usually comes from a county or city's own tax base, our staff approach every design from a "Total Project" perspective. We will provide the most cost-effective and efficient design for the long term, always looking hard at the client's operation and maintenance costs. I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. 31. SIGNATURE 33. NAME AND TITLE \,� Larry M. Smith, P.E./President 32. DATE 08-27-18 STANDARD FORM 330 (6/2004) PAGE 5 145 1. SOLICITATION NUMBER (1/any) SEC ARCHITECT - ENGINEER QUALIFICATIONS 2a. FIRM (OR BRANCH OFFICE) NAME Smith Engineering Consultants, Inc. 3. YEAR ESTABLISHED 1999 4. DUNS NUMBER 079572215 2b. STREET 2161 Palm Beach Lakes Blvd., Suite 312 5. OWNERSHIP a. TYPE Corporation 2c. CITY West Palm Beach 2d. STATE FL 33409 b. SMALL BUSINESS STATUS City of WPB, Palm Beach County, SFWMD 6a. POINT OF CONTACT NAME AND TITLE Larry M. Smith, P.E., President 7. NAME OF FIRM (Ifblock 2a Is a branch office) 6b. TELEPHONE NUMBER (561) 616-3911 6c. E-MAIL ADDRESS larry@smithengineeringconsultants.com 8a. FORMER FIRM NAMES) (Ifany) 8b. YR. ESTABLISHED 8c. DUNS NUMBER 9. EMPLOYEES BY DISCIPLINE 10. PROFILE OF FIRM'S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a. Function Code b. Discipline C. No. of Employees a. Profile (1) FIRM (2) BRANCH Code c. Revenue b. Experience IndexNumber see below) 02 Administrative 1 A05 Airports; Navaids; Airport Lighting 1 08 CADD Technician 3 C18 Cost Estimating 1 21 Electrical Engineer 4 D03 Desalinization 1 42 Mechanical Engineer 1 E03 Electrical Studies and Design 1 15 Construction Inspector 1 H04 Heating; Ventilating; Air Conditioning 1 L06 Lighting (Exteriors; Streets; Memorials; 1 P07 Plumbing & Piping Design 1 P12 Power Generation, Transmission, Dist. 1 S13 Storm Water Handling & Facilities 1 Al2 Automation; Controls; Instrumentation 1 C04 Chemical Processing & Storage 1 B02 Bridges 1 C08 Codes; Standards; Ordinances 1 C17 Corrosion Control; Catholic Protection; 1 D04 Design -Build — Preparation of Requests for 1 F03 Fire Protection 1 F05 Forensic Engineering 1 SO4 Sewage Collection, Treatment and Disposal 1 S07 Solid Wastes; Incineration; Landfill 1 H07 Highways; Streets; Airfield Paving; Parking 1 Other Employees 0 W03 Water Supply; Treatment and Distribution 1 Total 10 R04 Recreation Facilities (Parks, Marinas, Etc.) 1 11. ANNUAL AVERAGE PROFESSIONAL SERVICES REVENUES OF FIRM FOR LAST 3 YEARS (Insert revenue index number shown at right) a. Federal Work 1 b. Non -Federal Work 5 c. Total Work 5 PROFESSIONAL SERVICES REVENUE INDEX NUMBER 1. Less than $100,000 6. $2 million to less than $5 million 2. $100,000 to less than $250,000 7. $5 million to less than $10 million 3. $250,000 to less than $500,000 8. $10 million to less than $25 million 4. $500,000 to less than $1 million 9. $25 million to less than $50 million 5. $1 million to less than $2 million 10. $50 million or greater a. b. DATE 08-21-18 c. NAME AND TITLE Larry M. Smith, P.E./President AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (1/2004) PAGE 6 146 PART I - CONTRACT -SPECIFIC QUALIFICATIONS A. CONTRACT INFORMATION 1. TITLE AND LOCATION (City and State) Consulting Engineering Services for Golden Shores Utility Undergrounding and Roadway Improvements 2. PUBLIC NOTICE DATE 3. SOLICITATION OR PROJECT NUMBER 008/10/2018 118-08-01 B. ARCHITECT -ENGINEER POINT OFCONTACT 4. NAME AND TITLE Marcus Unterweger, President 5. NAME OF FIRM MUEngineers, Inc. 6. TELEPHONE NUMBER 7. FAX NUMBER 8. E-MAIL ADDRESS 954-324-4730 N/A �munterweger@muengineers.com C. PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors.) D. ORGANIZATIONAL CHART OF PROPOSED TEAM ❑ (Attached) AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 3/2013) PAGE 1 147 (Check) wz� ZOr- 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT a 'wCo <D MUEngineers, Inc. 3440 NE 12th Avenue Structural Engineering Services Oakland Park, Florida 33334 a. CHECK IF BRANCH OFFICE b. F-ICHECK IF BRANCH OFFICE C. CHECK IF BRANCH OFFICE d. CHECK IF BRANCH OFFICE e. CHECK IF BRANCH OFFICE f. ❑CHECK IF BRANCH OFFICE D. ORGANIZATIONAL CHART OF PROPOSED TEAM ❑ (Attached) AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 3/2013) PAGE 1 147 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each kev person.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM Marcus Unterweger, P.E., S.I., LEED AP Principal/Project Manager 19 8 15, FIRM NAME AND LOCATION (City and State) MUEngineers, Inc. Oakland Park, Florida 16. EDUCATION (DEGREEAND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE ANDDISCIPLINE) Masters of Engineering: Dipl. Ing. (Univ.) Technical University Registered Professional Engineer: Florida: PE 63860, of Munich, Germany 1999 West Virginia: PE 20193 Special Inspector/Threshold Buildings: Florida: 7027309 Master of Business: MBA Business School of Edinburgh, Britain, 2004 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) American Society of Civil Engineers (ASCE) American Institute of Steel Construction (AISC) American Concrete Institute (ACI) Post Tension Institute (PTI) 19. RELEVANT PROJECTS STANDARD FORM 330 (REV. 3/2013) PAGE 2 148 (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Seawall Assessment and Restoration PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Aventura Florida 2018 I Ongoing (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm a' Our office performed visual observations of the seawalls from both the land and the water equaling a total of 5.2 miles of canal. Structural assessment of the current conditions of the existing piles, seawall panels and seawall caps were nht;;inpri. analyzed and a written reoort of our findings was preoared (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Norwood-Oeffler Water Treatment Plant PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Miami Gardens Florida 2012 2014 I (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b MUEngineers, Inc. was involved in the upgrades and modifications made at the North Miami Beach Norwood-Oeffler Water treatment plant. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED North Dixie Highway Streetscaping PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Wilton Manors Florida 2013 2014 I (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm C. Our role as structural engineers was the design of standard light pole foundations and standard entry sign foundations for improvements along North Dixie Highway in Wilton Manors. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Broward County Light Poles Installation PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Various Broward County,Florida Ongoing Ongoing I (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d MUEngineers was a member of a team for this RFQ with the Broward County Highway Construction & Engineering Division. Our role on this project is to assess the structural integrity of 12 existing light poles and their base connections. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Fort Lauderdale International Airport, Terminal 2 PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Hollywood, Florida 2012 2014 I (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. Structural design of a new free-standing steel framed canopy adjacent to the existing Terminal 2 building to protect the new baggage handling system, comprised of new suspended mechanical equipment. STANDARD FORM 330 (REV. 3/2013) PAGE 2 148 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (ComDlete one Section E for each kev Derson. ) 12. NAME 113. Ricardo Madriz, P.E., LEED AP I Project Manager/ Engineer 14. YEARS EXPERIENCE TOTAL b. WITH CURRENT FIRM 13 1 5 15. FIRM NAME AND LOCATION (City and State) MUEngineers, Inc. Oakland Park, Florida 16. EDUCATION (DEGREEAND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATEANDDISCIPLINE) Masters of Engineering: McGill University, Canada, 2004 Registered Professional Engineer: Florida: PE 68444 Bachelors in Civil Engineering: McGill University, Canada 2002 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS STANDARD FORM 330 (REV. 3/2013) PAGE 2 149 (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED South Florida Water Management District PROFESSIONAL SERVICES CONSTRUCTION (Ifapplicable) Southwest Ranches Florida 2016 2017 I a. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE ❑Check if project performed with current firm Provided professional engineering services for the design of a one story, 3,000sf maintenance building, a 1,050sf covered parking area and dumpster enclosure. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (Ifapplicable) Hillsboro Canal WM Crossing Hillsboro Florida Ongoing Ongoing I b (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Our role on the project was to provide structural engineering and design services ❑ for steel framing and foundations for 90ft span pipe canal crossing. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (Ifapplicable) (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm C. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONALSERVICES CONSTRUCTION(/fapplicable) cl (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (Ifapplicable) (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. STANDARD FORM 330 (REV. 3/2013) PAGE 2 149 I-. tAAIVIF'LC t'KUJCI, IJ VVFIII Y1 bt,3 1 ILLUJ I MAI C t'KUF'UJtU I CAM J 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 1 (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Seawall Assessment and Restoration PROFESSIONAL SERVICES CONSTRUCTION (Ifapplicable) Aventura, Florida 2018 Ongoing P&WJ3611Lx40>ti]►TIM010ylilmk MITI 9 [00 a. PROJECT OWNERI b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER City of Aventura 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) MUEngineers, Inc. was involved in the restoration for four sections of seawalls located along canals in the City of Aventura. Our office performed visual observations of the seawalls from both the land and the water equaling a total of 5.2 miles of canal. Structural assessment of the current conditions of the existing piles, seawall panels and seawall caps were obtained, analyzed and a written report of our findings was prepared. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (REV. 3/2013) PAGE 3 150 (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. MUEngineers, Inc. Oakland Park, Florida Structural Engineers (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. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. STANDARD FORM 330 (REV. 3/2013) PAGE 3 150 F. EXAMPLE PKUJEG 15 VIIHIGH bt:b I ILLUS I KA 1 t PKUPUStU I tAM'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 (1) TITLE AND LOCATION (City and State) Norwood Oeffler Water Treatment Plant Miami Gardens. Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2012 2014 f����tillTxi��[i]�i�t�C�:i�9(�(�il:�►�I:ii[�7�1 a. PROJECT OWNER b. POINT OF CONTACT NAME I c. POINT OF CONTACT TELEPHONE NUMBER City of Miami Gardens 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) MUEngineers, Inc. was involved in the upgrades and modifications made at the North Miami Beach Norwood-Oeffler Water treatment plant. Our responsibilities included: structural design of a new slab on grade and new parapets and vertical parapet extensions, in the electrical room; structural design of infill for existing wall openings and a new roof above the electrical room. We also provided wind pressures for new windows, doors and roofing. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (REV. 3/2013) PAGE 3 151 (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. MUEngineers, Inc. Oakland Park, Florida Structural Engineers (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. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. STANDARD FORM 330 (REV. 3/2013) PAGE 3 151 t'. tAA1VR'Lt VKUJtt, I J Wrllk,t1 t3CJ I ILLUJ I KA I t t'KUt'UJCU I CAM J 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 3 (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED North Dixie Highway Streetscaping PROFESSIONAL SERVICES I CONSTRUCTION (If applicable) Wilton Manors. Florida 2013 2014 1►���3�Ax�ri�r�y►1��yW;�:�u � • � a. PROJECT OWNER b. POINT OF CONTACT NAME I c. POINT OF CONTACT TELEPHONE NUMBER Chen Moore & Associates 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) MUEngineers, Inc. was a member of the team for the City of Wilton Manors street improvement RFP, as a sub - consultant. Our role as structural engineers Was the design of standard light pole foundations and standard entry sign foundations for improvements along North Dixie Highway in Wilton Manors. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (REV. 3/2013) PAGE 3 152 (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. MUEngineers, Inc. Oakland Park, Florida Structural Engineers (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. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. STANDARD FORM 330 (REV. 3/2013) PAGE 3 152 F . LAANIF'Lt F'KUJtG I b VVNII H bl=0 I ILLUb 1 KA 1 t I"KUrvbCU I CAM a 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.) (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Broward County Light Poles Installation PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Various Broward County, Florida Ongoing Ongoing 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CON IAC I i ELEPHUNE NUMBLK Broward County Highway Construction & Engineering Division 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) MUEngineers was a member of a team for this RFQ with the Broward County Highway Construction & Engineering Division. Our role on this project is to assess the structural integrity of 12 existing light poles and their base connections. In addition we are providing the foundation design for 7 new light poles with attached camera mountings. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (REV. 3/2013) PAGE 3 153 (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. MUEngineers, Inc. Oakland Park, Florida Structural Engineers (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. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. STANDARD FORM 330 (REV. 3/2013) PAGE 3 153 r. hAAMF'Lt F'KUJtU 1 J VVHII:H Fitt 1 ILLUJ I KA I C t'KUVUJtU 1 CAM -J 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.) (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED FLL International Airport, Terminal 2 PROFESSIONAL SERVICES I CONSTRUCTION (Ifapplicable) Fort Lauderdale, Florida 2012 2014 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER I b. POINT OF CONTACT NAME I c. POINT OF CONTACT TELEPHONE NUMBER Broward County Aviation Department 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Structural design of a new free-standing steel framed canopy adjacent to the existing Terminal 2 building to protect the new baggage handling system, comprised of new suspended mechanical equipment, mechanical roof equipment, secondary concrete slabs, a complete new baggage handling system and new catwalk which were suspended on the existing second floor terminal building structure. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (REV. 3/2013) PAGE 3 154 (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. MUEngineers, Inc. Oakland Park, Florida Structural Engineers (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. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. STANDARD FORM 330 (REV. 3/2013) PAGE 3 154 F. EXAMPLE PKUJEC I5 WHICH tits I ILLUS I KA I t PKUF'UJtU I tAIVI'J 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 (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED South Florida Water Management -Maintenance Building PROFESSIONAL SERVICES CONSTRUCTION (It'applicable) Southwest Ranches, Florida 2016 2017 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNERI b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER South Broward Drainage District 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) MUEngineers, Inc. provided professional engineering services for the design of a one-story, 3,000sf maintenance building, a 1, 050sf covered parking area and a dumpster enclosure for the South Broward Drainage District. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (REV. 312013) PAGE 3 155 (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. MUEngineers, Inc. Oakland Park, Florida Structural Engineers (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. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. STANDARD FORM 330 (REV. 312013) PAGE 3 155 F. FAAMPLL PKUJLL; I b VVHIL;H tStg I ILLUJ I KA I t NKUF'UbtU I tAIVI'J 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.) (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Hillsboro Canal WM Crossing PROFESSIONAL SERVICES I CONSTRUCTION (If applicable) Hillsboro, Florida ongoing Ongoing 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME I c. POINT OF CONTACT TELEPHONE NUMBER Thompson & Associates, Inc. Mr. Darren Badore 24, BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Our role on the project was to provide structural engineering and design services for steel framing and foundations for 90ft span pipe canal crossing. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (REV. 312013) PAGE 3 156 (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. MUEngineers, Inc. Oakland Park, Florida Structural Engineers (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. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. STANDARD FORM 330 (REV. 312013) PAGE 3 156 G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS28. CONTRACT (From Section E, Block 13) EXAMPLE PROJECTS LISTED IN SECTION F (Fill in "Example Projects Key" section below before completing table. Place"X" under project key numberforparticipation insame orsimilarrole.) 1 2 3 4 5 6 7 8 9 10 Marcus Unterweger Principal Engineer X X X X X 5 X 10 Ricardo Madriz Senior Engineer X X X 29. EXAMPLE PROJECTS KEY NO. TITLE OF EXAMPLE PROJECT FROM SECTION F NO. TITLE OF EXAMPLE PROJECT FROM SECTION F 1 Aventura Seawall Assessment 6 South FL. Management District -Maintenance Building 2 Norwood-Oeffler Water Treatment Plant 7 Hillsboro Canal WM Crossing 3 North Dixie Highway Streetscaping 8 4 BC Light Poles Installation 9 5 FLL International Airport, Terminal 2 10 STANDARD FORM 330 (REV. 3/2013) P�ff 4 H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS ASNEEDED. MUEngineers, Inc. is a full service, dynamic structural engineering and inspection firm. We have a sound understanding of all types of building processes and provide services for commercial, industrial, legal, and residential clients for any type and size of project. Whether we are designing a one floor, an eight floor or a thirty -floor building, it is important for us to select the structural system which best suits the project, while keeping in mind the project budget, constructability, and local construction techniques and methods. Our integrated approach to engineering is process driven, utilizing an open office and collaborative design environment to provide a well - coordinated design within the shortest possible timeline. We are committed to creating the best solutions for every project, while maintaining client satisfaction. This approach has accounted for over 90% of our work stemming from either "repeat" or "referral' clients. We offer a full range of structural engineering services, including: structural design, specialty engineering, structural assessments, threshold, special and 40 -year inspections, restoration and peer reviews and feasibility studies. Our professional experience covers a comprehensive array of projects including: multi -family and condominium residences, custom single-family residences, car dealerships, hotels, parking garages, pedestrian bridges, fire stations, public safety complexes, police stations, public parks, lifeguard towers, sea wall restoration and repair, retail structures, medical facilities, office buidings, courthouses, etc. Asa company, we strive to be the industry leaders in terms of our design approach. We use the latest editions of the structural design and analysis software, as well as building information modeling (BIM) software to deliver a high quality set of construction documents. Our collaborative, solutions -oriented approach combined with our expansive experience and creativity provide for competent, practical, economical and sustainable outcomes. MUEngineers Certifications and Licenses State of Florida State of Florida m,.e.r n..h..ew �...� Boad of Pmkubnil Ent4ao. Al.v. •E1111 `I Pk.N. •.." )I.Yia•�P � il- State of F/adda State 0, Florida Ooard o(Pm�3iopalSpglneen �FB�PE State of Florida State of Florida m,.e.r n..h..ew �...� Boad of Pmkubnil Ent4ao. Al.v. •E1111 `I Pk.N. •.." )I.Yia•�P � il- State of F/adda Orya"mminfSMt l I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. 31. SIGNATURE 32. DATE 08/24/2018 33. NAME AND TITLE Marcus Unterweger, Principal STANDARD FORM 330 (REV. 3/2013) PAGE 5 158 1. SOLICITATION NUMBER (Ifany) 18-08-01 PART II - GENERAL QUALIFICATIONS (If a firm has branch offices. complete for each specific branch office seekina work.) 2a. FIRM (or Branch Office) NAME MUEngineers, Inc. 3. YEAR ESTABLISHED 2010 p 1 4. UNIQUE ENTITY IDENTIFIER 2b. STREET 3440 NE 12th Avenue 5. OWNERSHIP a. TYPE S -Corporation 2c. CITY Oakland Park 2d. STATE FL p 2e. ZIP CODE 33334 b. SMALL BUSINESS STATUS 6a. POINT OF CONTACT NAME AND TITLE Marcus Unterweger, President 7. NAME OF FIRM (If Block 2a is a Branch Office) 6b. TELEPHONE NUMBER 6c. E-MAIL ADDRESS 954-324-4730 munterweger@muengineers.com 8a. FORMER FIRM NAME(S) (if any) 8b. YEAR ESTABLISHED 8c. UNIQUE ENTITY IDENTIFIER (1) FIRM (2) BRANCH Code FOR LAST 3 YEARS C11 Community Facilities 10 D07 Dining Halls, Restaurants 1p E02 Educational Facilities 10 H01 Harbors, Cruise Terminals 1p H06 High Rise in H09 Hospital + Medical in H11 Housing, Residential, Condo 210 001 Office Buildings 10 R04 Recreation Facilities 10 r Treatment. Su Other Employees 0 10. PROFILE OF FIRM'S EXPERIENCE Total 9. EMPLOYEES BY DISCIPLINE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a. Function. b. Discipline Number of Employees a. Profile c. Revenue Index b. Experience Number Code (1) FIRM (2) BRANCH Code FOR LAST 3 YEARS see below 02 Administrative 1 B01 Barracks; Dormintories 1© 08 CADD Technician 3 A06 Airports, Terminals + Hanger 10 57 Structural Engineer 5 C06 Churches, Chapels 1© 15 Structural InsDector 1 C07 Coast Enqineerinq 10 C11 Community Facilities 10 D07 Dining Halls, Restaurants 1p E02 Educational Facilities 10 H01 Harbors, Cruise Terminals 1p H06 High Rise in H09 Hospital + Medical in H11 Housing, Residential, Condo 210 001 Office Buildings 10 R04 Recreation Facilities 10 r Treatment. Su Other Employees 0 Total 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 3. $250,000 to less than $500,000 8. $10 million to less than $25 million a. Federal Work 1p 4. $500,000 to less than $1 million 9. $25 million to less than $50 million b. Non -Federal Work 5. $1 million to less than $2 million 10. $50 million or greater c. Total Work 4n 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a. SIGNATURE b. DATE Marcus Untemeger FL P.E. # 63860'- o m 08/24/2018 c. NAME AND TITLE Marcus Unterweger, President STANDARD FORM 330 (REV. 8/2016) PAGE 6 6/26/2018 4:44 PM 119 ARCHITECT - ENGINEER QUALIFICATIONS PART I - CONTRACT -SPECIFIC QUALIFICATIONS A. CONTRACT INFORMATION 1. TITLE AND LOCATION (City and State) President, Fort Lauderdale, Fl. 2. PUBLIC NOTICE DATE 13, SOLICITATION OR PROJECT NUMBER 4. NAME AND TITLE James Santii 5. NAME OF FIRM James Santii Princi B. ARCHITECT -ENGINEER POINT OF CONTACT 6. TELEPHONE NUMBER 7. FAX NUMBER 8. E-MAIL ADDRESS 305-791-3156 None i.jsantiagolainc@gmail.com C. PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors.) D. ORGANIZATIONAL CHART OF PROPOSED TEAM ❑ (Attached) AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (6/2004) PAGE 1 (Check) 9. FIRM NAME 10, ADDRESS 11. ROLE IN THIS CONTRACT a. ❑ CHECK IF BRANCH OFFICE b. ❑ CHECK IF BRANCH OFFICE C. ❑ CHECK IF BRANCH OFFICE d. ❑ CHECK IF BRANCH OFFICE e. ❑ CHECK IF BRANCH OFFICE f. Ll CHECK IF BRANCH OFFICE D. ORGANIZATIONAL CHART OF PROPOSED TEAM ❑ (Attached) AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (6/2004) PAGE 1 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 Landscape Architect a. TOTAL b. WITH CURRENT FIRM James Santiago 15, FIRM NAME AND LOCATION (City and State) 38 1 38 16. EDUCATION WEGREEAND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Bachelor of Landscape Architecture, Louisiana Registered Landscape Architect, FL State University, 1978 Bachelor of Architecture, University of Kentucky, 1975 B.A. Speech and Theater Arts,Georgetown College 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Registered Mangrove Specialist 19. RELEVANT PROJECTS STANDARD FORM 330 (6)2004) PAGE 2 161 (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Zoo Miami Florida Exhibit Miami Florida PROFESSIONAL SERVICES CONSTRUCTION (If applicable) 2017 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm a. An aproximately 1.4 million dollar project over a three year period. It entailed the relocation and redesign of 22 acres including the new Florida Exhibit and Main entrance experience. The scope included tree relocation and mitigation as well as the landscape and irrigation designs. Now completed it has been a success. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Miami Gardens Municipal Complex Miami Gardens, FL PROFESSIONAL SERVICES CONSTRUCTION(/fapp/icab/e) 2014 2016 b. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE HCheck if project performed with current firm A platinum LEEDS project creating a completely new complex. Included the main City Hall and Police complex. The project scope was the site plan for the exterior circulation, the landscape and irrigation design. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Amelia Earhart Park, Phase I Miami Gardens, FL PROFESSIONAL SER VICES CONSTRUCTION(/fapplicab/e) Miami Gardens, Florida, USA 2016 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE 2 1 Check if project performed with current firm C. This is an existing 100 -acre park in Miami Gardens, Florida. Approximately 500 of the park had been previously developed and our task was to program the future development of the park and develop a budget for these future phases. It was decided that a water park would also be added to the program for immediate construction. We developed plans for th (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED 174th Street Sunny Isles, Fl. Sunny Isles, FL. PROFESSIONAL SERVICES 1CONSTRUCTION (If applicable) 2015 2017 d. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE IX I Check if project performed with current firm The project consisted of the expansion of an existing roadway. Our firm was tasked with the permitting and construction documents for the landscape and irrigation systems for the 1.25 miles of roadway. Our concerns were the coordiination between the City , the local residents and the construction team. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Cleveland Clinic Nuerclogical Weston, FL. PROFESSIONAL SERVICES (If applicable) Center Weston, Florida, USA 2016 �CONSTRUCTION 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. This campus located in Weston, Florida a 150 -bed facility on a 40 -acre campus. We have been instrumental in the ongoing expansion for the campus since it was created. Recently we were working to reconfigure all existing parking and add the nuclear medicine bldg. facilities. STANDARD FORM 330 (6)2004) PAGE 2 161 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 90 projects, if not specified. Complete one Section F for each project. 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Cleveland Clinic Weston PROFESSIONAL SERVICES CONSTRUCTION (Itapplicable) 2016 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER Ib. POINT OF CONTACT NAME Ic. POINT OF CONTACT TELEPHONE NUMBER Cleveland Clinic Inc I Juan Vilar 1 305-791-3156 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The project consisted of placing the new Neurological Sciences building onto an existing hospital campus in Weston,Florida. The placement of the building cause the relocation of acres of parking, extensive underground structures and the relocation or removal of over 200 existing trees. Our firm was responsible for the design and permitting of the resultant new and existing landscape and irrigation for the project. Approximate construction value $195,000.00 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 5 STANDARD FORM 330 (612004) PAGE 3 162 (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. NA (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) 13) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. STANDARD FORM 330 (612004) PAGE 3 162 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. Complete one Section F for each project. 21. TITLE AND LOCATION (City and State) 174th Street Sunny Isles, Fl. 22. YEAR COMPLETED PROFESSIONAL SERVICES 1CONSTRUCTION (If applicable) 23. PROJECT OWNER'S INFORMATION 2017 a. PROJECT OWNER b. POINT OF CONTACT NAME 1c. POINT OF CONTACT TELEPHONE NUMBER City of Sunny Isles, Fl. Orlando RUbio 305-791-3156 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The project consisted of the expansion of an existing roadway. Our firm was tasked with the permitting and construction documents for the landscape and irrigation systems for the 1.25 miles of roadway. Our concerns were the coordination between the City, the local residents and the construction team. We obtained tree removal permitting as well as extensive coordination of the design with the roadway and underground development. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT S I ANDAKD FUKM 33U (6/2004) PA(3L 3 163 (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. NA (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. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE f. S I ANDAKD FUKM 33U (6/2004) PA(3L 3 163 G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS28. CONTRACT (From Section E, Block 13) EXAMPLE PROJECTS LISTED IN SECTION F (Fill in "Example Projects Key" section below before completing table. Place "X" under project key number for artici ation in same or similar role.) 1 2 3 4 5 6 7 8 9 10 James Santiago Landscape Architect x x 9 5 10 29. EXAMPLE PROJECTS KEY NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) NO, TITLE OF EXAMPLE PROJECT (FROM SECTION F) 1 Cleveland Clinic, Weston, Fl. 6 2 174th Street Sunny Isles, FL. 7 3 8 4 9 5 10 STANDARD FORM 330 (6/2004) PAGE 4 164 H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS AS NEEDED. I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. 31. SIGNATURE ey#IrL`r10 33. NAME AND TITLE James Santiago, Principal STANDARD FORM 330 (6/2004) PAGE 5 165 1. SOLICITATION NUMBER (If any) 0 -011471(■ -MIL M \`14:1.i61,11IM"i[60 [�� PART II - GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM (OR BRANCH OFFICE) NAME James Santiagfo 3. YEAR ESTABLISHED 1981 4. DUNS NUMBER NA 2b. STREET 612 NE 14th Avenue, Unit 5. OWNERSHIP a• TYPE Sole Proprietor 2c. CITY Fort Lauderdale 2d. STATE FL 2e. ZIP CODE 33304 b. SMALL BUSINESS STATUS SDBE 6a. POINT OF CONTACT NAME AND TITLE James Santiago 7. NAME OF FIRM (If block 2a is a branch office) James Santiago 6b. TELEPHONE NUMBER 305-791-3156 6c. E-MAIL ADDRESS Jsantiagolainc@gmail.com Be. FORMER FIRM NAME(S) (If any) 8b. YR. ESTABLISHED 8c. DUNS NUMBER NA 2 9. EMPLOYEES BY DISCIPLINE 10. PROFILE OF FIRM'S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a. Function c. No. of Employees a. Profile c. Revenue Index b. Discipline b. Experience Number Code (1) FIRM (2) BRANCH Code (see below) 39 L03 1 1 Landscape architecture 2 2 2 2 2 Other Em Total 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 $100,00 to less than $250,000 7. $5 million to less than $10 million a. Federal Work 3. $250,000 to less than $500,000 8. $10 million to less than $25 million b. Non -Federal Work 2 4. $500,000 to less than $1 million 9. $25 million to less than $50 million c. Total Work 2 1 5. $1 million to less than $2 million 10. $50 million or greater 12. AUTHORIZED REPRESENTATIVE The foreaoino is a statement of facts. a. SIGNATURE DATE c. NAME AND TITLE James Santiago Principal AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (6/2004) PAGE 6 166 h Ardaman & Associates, Inc. ARCHITECT - ENGINEER QUALIFICATIONS PART I — CONTRACT SPECIFIC QUALIFICATIONS A. CONTRACT INFORMATION 1. TITLE AND LOCATION (City and State) City of Sunny Isles Beach: Request for Qualifications No. 18-08-01 2. PUBLIC NOTICE DATE 3. SOLICITATION OR PROJECT NUMBER August 10, 2018 1 RFQ No. 18-08-01 B. ARCHITECT -ENGINEER POINT OF CONTACT 4. NAME AND TITLE Dan Zrallack, PE, Branch Manager 5. NAME OF FIRM Ardaman & Associates, Inc. 6. TELEPHONE NUMBER 7. FAX NUMBER 8. E-MAIL ADDRESS 561-687-8200 1 561-640-7375 1 dzrallack(c�, ardaman.com Iola :010611:412MIM fCmm�lete this APrtinn fnr tha nrima rnntrartnr and all kev suhrnntrartnre. ) D. ORGANIZATIONAL CHART OF PROPOSED TEAM ❑ (ATTACHED) STANDARD FORM 330 (6/2004) PAGE 1 167 (Check) 9, FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT g w � H z Of OU 1- a 2200 N. Florida Mango Road, Suite 101 Geotechnical a. X Ardaman & Associates West Palm Beach, FL 33409 ® CHECK IF BRANCH OFFICE b. ❑ CHECK IF BRANCH OFFICE c. ❑ CHECK IF BRANCH OFFICE d. ❑ CHECK IF BRANCH OFFICE e. ❑ CHECK IF BRANCH OFFICE f. ❑ CHECK IF BRANCH OFFICE D. ORGANIZATIONAL CHART OF PROPOSED TEAM ❑ (ATTACHED) STANDARD FORM 330 (6/2004) PAGE 1 167 ®1: Ardaman & Associates, Inc. E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPEREINCE Dan J. Zrallack, RE Senior Geotechnical Engineer a. Total b. With Current Firm 20 20 15. FIRM NAME AND LOCATON (City and State) Ardaman & Associates, Inc., 460 NW Concourse Place, Unit 1, Port St. Lucie, Florida 16. EDUCATION (Degree and Specialization) 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) B.S. Civil Engineering, University of Central Florida, 2000 Professional Engineer, Florida License No. 63911 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Florida Engineering Society (FES) — President of Treasure Coast Chapter (2014-2015) American Society of Civil Engineers (ASCE) — Past President Space Coast Chapter (2005) Florida Institute of Consulting Engineers (FICE) — Chairman of Member Services Committee (2016-2018) Association of Soil and Foundation Engineers (ASFE) National Society of Professional Engineers (NSPE) 19. RELEVANT PROJECTS Mr. Zrallack provides full service geotechnical engineering services on a wide range of projects including roadways, bridges, culvert replacements, water and wastewater treatment plants, parking garages and buildings. Some of the relevant projects include the following: • Various roadway, bridge and sidewalk projects including Becker Rd., California Blvd., Melaleuca Blvd., Westmoreland, Veterans Pkwy., Rosser Blvd., Selvitz Rd., etc. • Various Drainage Canal Stabilization Projects (D-17 Canal, D-9 Canal, E- 8 Canal and Kingsway Waterway) Annual fees: Unlimited, based on Contract Unit Rates STANDARD FORM 330 (1/2004) PAGE 1 168 (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Crosstown Parkway Bridge PROFESSIONAL CONSTRUCTION SERVICES Port St. Lucie, Florida 2013 -On -Going (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE M Check if project performed with current firms a. Mr. Zrallack served as senior geotechnical engineer for the geotechnical exploration and analysis that were conducted for the Preliminary Bridge Design on this project that spanned the North Fork of the St. Lucie River. Ardaman also prepared the Roadway Soil Survey report for the project fi•om Floresta Drive to US Highway 1. Ardaman is currently under contract for geotechnical consulting and third -party review for construction -phase reporting. Ardaman's Estimated Fees: $257,523 (On -Going) (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Torrey Pines Institute of Technology PROFESSIONAL CONSTRUCTION Tradition, Port St. Lucie, Florida SERVICES 2007-2008 2007-2008 b. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE M Check if project performed with current firms Mr. Zrallack served as senior geotechnical engineer- and managed the construction materials testing and inspections for the construction phase of this project. Estimated Ardaman fees: 1$97,000 (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Digital Domain Studios PROFESSIOOSAL SERVICE CONSTRUCTION Tradition, Port St. Lucie, Florida 2010-2011 2010-2011 C. (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE M Check if project performed with current firms Mr. Zrallack served as senior geotechnical engineer and managed the construction materials testing and inspections for the construction phase of this project. Estimated Ardaman fees: $137,558 (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED City of Port St. Lucie — Continuing Services Contract PROFESSIONAL CONSTRUCTION d. SERVICES Port St. Lucie, Florida 2000 — On -Going 2000 — On -Going 3 BRIEF DESCRIPTION (Briefscope, size, cost, etc. AND SPECIFIC ROLE M Check if project performed with current firms Mr. Zrallack provides full service geotechnical engineering services on a wide range of projects including roadways, bridges, culvert replacements, water and wastewater treatment plants, parking garages and buildings. Some of the relevant projects include the following: • Various roadway, bridge and sidewalk projects including Becker Rd., California Blvd., Melaleuca Blvd., Westmoreland, Veterans Pkwy., Rosser Blvd., Selvitz Rd., etc. • Various Drainage Canal Stabilization Projects (D-17 Canal, D-9 Canal, E- 8 Canal and Kingsway Waterway) Annual fees: Unlimited, based on Contract Unit Rates STANDARD FORM 330 (1/2004) PAGE 1 168 6 Ardaman & Associates, Inc. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED FDVA State Nursing Home for Veterans PROFESSIONAL CONSTRUCTION Tradition Parkway SERVICES Tradition, Port St. Lucie, Florida 2014-2016 (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE ® Check if project performed with current firms Mr. Zrallack served as senior geotechnical engineer for the geotechnical exploration and analysis for the design of this FDVA nursing home facility in Tradition. Mr. Zrallack also prepared a Phase I Environmental Assessment for the facility. Estimated Ardaman fees: $26,175 (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED St. Lucie County, Continuing Service Contract for Geotechnical and PROFESSIONAL Environmental Engineering and Construction Materials Testing SERVICES CONSTRUCTION St. Lucie County, Florida 2003 to On -Going 2000 to On -Going (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE ® Check if project performed with current firms Mr. Zrallack provides full service geotechnical engineering services on a wide range of projects including roadways, bridges, culvert replacements, water and wastewater treatment plants, parking garages and buildings. Some of the relevant projects include the following: • Midway Road Widening Project from West of Selvitz Road to South 251h Street • North 2nd Street Roadway and Drainage Improvements • Lakewood Park Various Culvert Replacements (Palomar, Winter Garden Pkwy., Sebastian Rd. and Lakeland Rd.) • San Lucie, Harmony Heights and Paradise Park Master Drainage Plan Improvements • Angle Road Pavement Evaluation and South Rock Road Extension Soil Survey • Various Culvert Replacements (Midway Road, Sneed Road, Shinn Road, Russo Road, Christensen Road, etc.) • SLC International Airport Runway 9L -27R • Taylor Creek Dredged Material Maintenance Area Annual fees: Unlimited, based on Contract Unit Rates (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED 9- Mr. Zrallack provides full service geotechnical engineering services on a wide range of projects including roadways, bridges, culvert replacements, water and wastewater treatment plants, parking garages and buildings. Some of the relevant projects include the following: 6611 Avenue Widening Project from State Road 60 to 53rd Street, Olso Road Widening Phases II and III, and Old Dixie Highway Sidewalk Improvements and Pedestrian Bridge Annual fees: Unlimited, based on Contract Unit Rates (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED City of Port St. Lucie — Riverwalk Phase 3 Design, Port St. Lucie, Florida PROFESSIONAL SERVICES CONSTRUCTION Veterans Memorial Parkway, Port St. Lucie, Florida 2018 2016 to On -Going h. (3).BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE ® Check if project performed with current firms Mr. Zrallack served as senior geotechnical engineer for the geotechnical exploration and analysis for the design of this project. Ardaman will also manage the construction materials testing services during the construction phase of the project. Estimated Ardaman fees: $10,220 (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED City of Fort Pierce, Continuing Service Contract for Geotechnical Engineering PROFESSIONAL CONSTRUCTION and Construction Materials Testing, Fort Pierce, Florida SERVICES 2000 to On -Going 2000 to On -Going (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE ® Check if project performed with current firms Mr. Zrallack provides full service geotechnical engineering services on a wide range of projects including roadways, bridges, culvert replacements, water and wastewater treatment plants, parking garages and buildings. Some of the relevant projects include the following: AIA Reconstruction Blue Heron Blvd. to South Causeway, 131h Street Reconstruction, 101h Street Reconstruction, Moore's Creek Retrofit and Roadway Bridges, Melody Lane Fishing Pier, and 2nd Street Reconstruction Annual fees: Unlimited, based on Contract Unit Rates STANDARD FORM 330 (1/2004) PAGE 2 169 Iridian River County, Continuing Service Contract for Geotechnical Engineering PROFESSIONAL CONSTRUCTION (if and Construction Materials Testing, Indian River County, Florida SERVICES applicable) 2003 to On -Going 2003 to On -Going 3 BRIEF DESCRIPTION (Briefscope, size, cost, etc. AND SPECIFIC ROLE ® Check if project performed with current firms 9- Mr. Zrallack provides full service geotechnical engineering services on a wide range of projects including roadways, bridges, culvert replacements, water and wastewater treatment plants, parking garages and buildings. Some of the relevant projects include the following: 6611 Avenue Widening Project from State Road 60 to 53rd Street, Olso Road Widening Phases II and III, and Old Dixie Highway Sidewalk Improvements and Pedestrian Bridge Annual fees: Unlimited, based on Contract Unit Rates (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED City of Port St. Lucie — Riverwalk Phase 3 Design, Port St. Lucie, Florida PROFESSIONAL SERVICES CONSTRUCTION Veterans Memorial Parkway, Port St. Lucie, Florida 2018 2016 to On -Going h. (3).BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE ® Check if project performed with current firms Mr. Zrallack served as senior geotechnical engineer for the geotechnical exploration and analysis for the design of this project. Ardaman will also manage the construction materials testing services during the construction phase of the project. Estimated Ardaman fees: $10,220 (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED City of Fort Pierce, Continuing Service Contract for Geotechnical Engineering PROFESSIONAL CONSTRUCTION and Construction Materials Testing, Fort Pierce, Florida SERVICES 2000 to On -Going 2000 to On -Going (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE ® Check if project performed with current firms Mr. Zrallack provides full service geotechnical engineering services on a wide range of projects including roadways, bridges, culvert replacements, water and wastewater treatment plants, parking garages and buildings. Some of the relevant projects include the following: AIA Reconstruction Blue Heron Blvd. to South Causeway, 131h Street Reconstruction, 101h Street Reconstruction, Moore's Creek Retrofit and Roadway Bridges, Melody Lane Fishing Pier, and 2nd Street Reconstruction Annual fees: Unlimited, based on Contract Unit Rates STANDARD FORM 330 (1/2004) PAGE 2 169 Proposal Title: =1: Ardaman & Associates, Inc. 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPEREINCE a. TOTAL b. WITH CURRENT FIRM Kevin Ferguson, P.E. Project Geotechnical Engineer 19 1 15. FIRM NAME AND LOCATON (City and State) Ardaman & Associates, Inc. — West Palm Beach, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATEAND DISCIPLINE) B.S., Civil Engineering, University of Florida, 1996 Florida Professional Engineer, No. 60712 Qualified Storm Water Management Inspector, 2003 FDEP Inspector, No. 5288 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS STANDARD FORM 330 (REV. 3/2013) 170 (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Proposed High Rise Tower and Parking Garage — N. Flagler Drive PROFESSIONAL SERVICES CONSTRUCTION (ifapplicable) West Palm Beach, Florida 2016 a. (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE ® Check if project performed with current firm Coordinated clearing, site location and borings for the project and followed through with foundation and pavement recommendations as well as other geotechnical aspects of the project. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED 3550 South Ocean Boulevard PROFESSIONAL SERVICES CONSTRUCTION (ifapplicable) South Palm Beach, Florida 2015-2016 b. (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE ® Check if project performed with current firm Provided geotechnical recommendations for the foundations and pavements for a planned mid -rise building, conducted pile load tests and made recommendations for retaining walls, collected samples for EPA testing of beach sands, etc, (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED US Sugar Corporation PROFESSIONAL SERVICES CONSTRUCTION (ifapplicable) C. Clewiston, Florida 2016 (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE ® Check if project performed with current firm Provided geotechnical recommendations for ground improvement and foundation support for proposed Boiler 9. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Jupiter Island Club PROFESSIONAL SERVICES CONSTRUCTION (ifapplicable) Jupiter Island I Hobe Sound, Florida 2016 d' 3 BRIEF DESCRIPTION Briefsco a size, cost, etc.) AND SPECIFIC ROLE () ( p , ®Check if project performed with current firm Provided pavement evaluation and recommendations for new pavements, tennis courts, drainage additions and other geotechnical recommendations for various projects. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Indiantown Boatyard Project PROFESSIONAL SERVICES CONSTRUCTION (ifapplicable) Indiantown, Martin County, Florida 2015 e. (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE ® Check if project performed with current firm Provided recommendations for a new boat slip and dry dock facility along with heavy duty pavement recommendations for a straddle carrier that will be used at the facility. STANDARD FORM 330 (REV. 3/2013) 170 Proposal Title: =. Ardaman & Associates, Inc. 12. NAME 113. ROLE IN THIS CONTRACT Roberto E. Balbis, P.E. I Principal Geotechnical Engineer 15. FIRM NAME AND LOCATION (City and State) Ardaman & Associates, Inc. — West Palm Beach, Florida 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 46 1 44 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATEAND DISCIPLINE) B.S., Civil Engineering, University of Florida Professional Engineer, Florida No. 15832 M.S., Civil Engineering, University of Florida Special Inspector Threshold Bldgs.) Florida Ctf. No. 0013 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Cuban -American Association of Civil Engineers Association of Soil and Foundation Engineers American Society of Civil Engineers Florida Institute of Consulting Engineers National Society of Professional Engineers 19. RELEVANT PROJECTS STANDARD FORM 330 (REV. 3/2013) 171 (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Port of Palm Beach — Environmental and Geotechnical Services PROFESSIONAL SERVICES CONSTRUCTION (ifapplicable) Riviera Beach, Florida 2016 (3) BRIEF DESCRIPTION (Briefscope, size, cost etc.) AND SPECIFIC ROLE ® Check if project performed with current firm a' Mr. Balbis has provided Geotechnical Engineering services to the Port of Palm Beach since the 1980's. He was the foundation engineer for the Cruise Terminal presenting recommendations for the support of that building on shallow foundations, which resulted in significant savings to the Port. He was also involved in remediation work for the sinkhole condition that developed in Pier #3 in the 1980's, the extension of Pier #2 in the 1990's, the foundations for molasses tanks, and other projects. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED South Florida Water Management District PROFESSIONAL SERVICES CONSTRUCTION (ifapplicable) Gun Club Road, West Palm Beach 2015 b' (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE ® Check if project performed with current firm Mr. Balbis has served as Principal Engineerfor various continuing contracts since 1985 with the South Florida Water Management District including for testing of construction materials, design and inspection of dams, and for geotechnical engineering services. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Geotechnical Engineering, Materials Testing and Inspection Services PROFESSIONAL SERVICES I CONSTRUCTION (ifapplicable). Palm Beach County, Florida 2011-2014 (3) BRIEF DESCRIPTION (Bdefscope, size, cost, etc.) AND SPECIFIC ROLE ® Check if project performed with current firm c. Mr. Balbis has been the contract manager/senior project engineer for this continuing contract for several years. He routinely coordinates geotechnical and environmental investigations on County that include Acreage Branch Library, Government Center Chiller Replacement, Historic Courthouse Renovation, Palm Beach County Courthouse, South County Courthouse Parking Garage, Jupiter Library Expansion, and various roadway improvements projects that include paving, pipeline installation and drainage improvements. Approximate annual fees: $50,000. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Palm Beach County Health Department— New Administration Bldg. PROFESSIONAL SERVICES, I CONSTRUCTION (ifapplicable) Geotechnical Engineering, West Palm Beach, Florida 2008 d' 3 BRIEF DESCRIPTION (Briefsco a size, cost etc. AND SPECIFIC ROLE () p , ) ®Check if project performed with current firm Mr. Balbis as the senior project manager on this project which consisted of the subsurface exploration and prepared site preparation and foundation design recommendations for this project. Fees $22,000. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED CityPlace Shopping / Municipal Complex— Geotechnical Engineering, PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Materials Testing and Threshold Inspection Services 1996— 2000 West Palm Beach, Florida e, (3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE ® Check if project performed with current firm Ardaman provided environmental, geotechnical, materials testing services for this large shopping complex in downtown WPB. Services included environmental assessments, geotechnical explorations and foundation design. This complex housed commercial and residential property, as well as the Palm Beach County Convention Center. Mr. Balbis was senior project manager and managed a team of threshold inspectors. Fees: $250,000. STANDARD FORM 330 (REV. 3/2013) 171 Ardaman & Associates, Inc. 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Ballpark of Palm Beaches (Former Haverhill Yard Trash Site) PROFESSIONAL SERVICES CONSTRUCTION (ifapplicab/e) West Palm Beach, Florida 2006— Current 2015 - Current 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER I b. POINT OF CONTACT NAME I c. POINT OF CONTACT TELEPHONE NUMBER URSIAECOM I Bob Cooper I (561) 862-1022 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (include scope size, and cost) Ardaman & Associates, Inc. was initially retained in the 1990's by the City of West Palm Beach to provide environmental and geotechnical engineering services for this old yard trash disposal area referred to as the Haverhill Yard Trash Site. Ardaman's initial involvement consisted of remediating a minor contamination condition at the site, which was followed by conducting a formal contamination assessment to evaluate the overall condition of the groundwater. In addition, Ardaman was retained to provide both environmental and geotechnical engineering recommendations for the closure of the facility which included recommendations for the contraction of the trash piles, excavation of a lake to provide fill material and the covering of the piles and raising the grade of the property to reduce future development costs. Ardaman worked with the City of West Palm Beach through the years to provide geotechnical recommendations for various potential development options for the site until finally a decision was made to use it to house the Houston Astros and Washington Nationals Spring Training Complex. This ongoing project referred to as Ballpark of the Palm Beaches project has involved the processing of the trash piles to allow recycling as much materials as possible and using fine processed screened material consisting of mostly sands to support shallow foundation for the structures. Ardaman provided subsurface exploration and geotechnical engineering services during the design phase of the project and is providing quality control services with regards to the processing of the trash and removal of objectionable materials from building areas, the placement of fill and trench backfill, quality of construction materials, and inspection of building construction. Work is proceeding at an accelerated time frame to allow completing the project in time for the 2017 baseball training season. Fees: $326,000 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (REV. 3/2013) 172 (1) FIRM NAME (2) FIRM LOCATION (CITY AND STATE) (3) ROLE a. Ardaman & Associates, Inc. West Palm Beach, FL Prime Consultant (1) FIRM NAME (2) FIRM LOCATION (Cityand State) (3) ROLE b. STANDARD FORM 330 (REV. 3/2013) 172 Ardaman & Associates, Inc. 20. EXAMPLE PROJECT KEY NUMBER 7 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Arden Residential Development PROFESSIONAL SERVICES CONSTRUCTION (ifapplicab/e) Loxahatchee, Florida 2015 — Current 2016 - Current 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE NUMBER Highland Dunes Property Association Andrew Smith (904) 274-4310 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (include scope size, and cost) During the 2004 to 2006 timeframe, the Highland Dunes (now known as Arden) site was stripped of surface vegetation and pockets of organic material. In areas with minor amounts of organic soils which did not require removal, a large disc -harrow was used to blend the slightly organic soils into the underlying sands. The site was then hydraulically filled with sandy material obtained from the nearby L-8 reservoir. In general, the fill material consisted of sand, shell and Iimerock with a maximum particle size of 6 inches and not more than 10% fines. Water and any suspended fines from the dredging operations were conveyed back to the dredging site through a series of ditches. The Arden site was filled to an approximate elevation of +22 feet (NAVD 88). In 2015 and 2016, mass grading efforts were completed to prepare the site for single-family residential use; approximately 2,000 lots. Ardaman conducted subsurface explorations and geotechnical engineering services during the design phase of the project and is providing quality control testing with regards to the site preparation and Threshold Inspection services. Approximate Fees; $300,000 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (REV. 3/2013) 173 (1) FIRM NAME (2) FIRM LOCATION (CITY AND STATE) (3) ROLE a. Ardaman & Associates, Inc. West Palm Beach, FL Prime Consultant (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. STANDARD FORM 330 (REV. 3/2013) 173 Ardaman & Associates, Inc. 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED City of West Palm Beach Pre -Qualified PROFESSIONAL SERVICES CONSTRUCTION (ifapplicable) Professional Consultant (CCNA) 2006-2017 West Palm Beach, Florida 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER I b. POINT OF CONTACT NAME I c. POINT OF CONTACT TELEPHONE NUMBER City of West Palm Beach I Jonathan Bramley I (561) 494.1089 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (include scope size, and cost) Ardaman & Associates Inc. has provided engineering services to the City of West Palm Beach for many years. We have worked on scores of projects on a wide range of infrastructure projects. Having gained a wealth of experience with the City, we are intimately familiar with the needs and expectations of the City staff. Below is a partial list of projects that Ardaman worked on for the City: • Water Treatment Plant. Geotechnical Engineering for existing facilities • Seawalls. North Flagler Drive Seawall replacement. Currie Park improvements. • Downtown Improvements. Geotechnical Investigations for New City Hall, New Library and two Parking Garages of the CityCenter project. Meyer Amphitheater • Streets. Golf Avenue, 3rd Street; 9th Street Improvements; Lakewood Road (utility line replacement); and North Flagler Drive Pedestrian/Bicycle Pathway • Parks. Dreher, Pineapple, South Olive, Phipps, Howard and Gaines Parks. • Historical Studies. Determination of actual location of Pauper's Cemetery at 25th Street and Tamarind Avenue. Investigation of potential cemetery site at the parking lot at Datura Street and Dixie Highway. • Land Acquisitions. Investigations for CityPlace and Convention Center sites. Investigation of numerous sites deeded by Palm Beach County. Investigation of former Helen Wilkes hotel site. • West Palm Beach Country Club. Environmental Assessment of the property. • Sewer Replacement. Washington, Monroe, Arkona, Baywinds, South Flagler, Monceaux, Cordova, Lakewood, Edmore, Broadmoor and Sunset sewer line replacement projects. • Closure of Disposal Sites. Haverhill Yard Trash Site and of 25th Street and Tamarind Avenue former Incinerator Waste Site. Ardaman Approx. Contract Fees: $100,000. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (REV. 3/2013) 174 (1) FIRM NAME (2) FIRM LOCATION (CITY AND STATE) (3) ROLE a. Prime Consultant Ardaman &Associates, Inc. West Palm Beach, Florida Geotechnical and Testing Services (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. STANDARD FORM 330 (REV. 3/2013) 174 Ardaman & Associates, Inc. 20. EXAMPLE PROJECT KEY NUMBER 4 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED South Florida Water Management District, Continuing Contract for PROFESSIONAL SERVICES CONSTRUCTION (ifapplicable) Geotechnical Engineering and Testing Services 1995-2017 West Palm Beach, Florida 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE NUMBER SFWMD Jose D. A. Guardiario, Jr., MSc, (561) 6822594 P.G., P.E 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (include scope size, and cost) Ardaman has been providing engineering and testing services to the SFWMD for many years, both as prime consultants and sub consultant to contractors under continuing services contract for more than six (6) years. We have provided expertise on reservoirs, pump stations and water quality projects, and with specific areas of expertise including: • construction of levees and structures on soft ground conditions; • improvements of soft ground conditions using Dynamic Pre-treatment and densification; • analysis of high volume/low head seepage conditions; • analysis and design of seepage barriers; • construction methods for continuous levees; • deep foundation alternatives for structures; • annual inspections of reservoir embankments for private clients within the SFWMD area. Some of the recent projects have included: • Everglades Restoration — Compartment C Build out • Power generation facilities at the Gun Club Office Complex • L8 Reservoir Project • 10 Mile Creek Reservoir Rehabilitation Project • S140 Pump Station Improvements • C-44 Dam Design Review • Dupuis / L8 Culvert Replacements • G-716 Divider Structure • G-57 Stilling Well Platforms • S -5A Pump Station• Approximate annual fees: $150,000. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (REV. 3/2013) 175 (1) FIRM NAME (2) FIRM LOCATION (CITY AND STATE) (3) ROLE a. Prime Consultant and Sub consultant Ardaman &Associates, Inc. West Palm Beach, FL to contractors (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. STANDARD FORM 330 (REV. 3/2013) 175 Ardaman & Associates, Inc. 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Florida Power & Light, Continuing Contract for Geotechnical PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Engineering and Testing Services 1997-2018 1997-2018 Multiple Counties, Florida 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER I b. POINT OF CONTACT NAME I c. POINT OF CONTACT TELEPHONE NUMBER Florida Power & Light I Kim O'Donnell, P.E. I (561) 904-2594 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (include scope size, and cost) Ardaman has been providing geotechnical engineering and testing services to the Florida Power & Light (FPL) for many years, both as prime consultants and subconsultant to contractors and design engineers. We have provided expertise on general improvement projects at their headquarters in Juno Beach as well as improvement projects and new construction projects throughout Florida. Services have included the performance of subsurface explorations using wide variety of drilling rigs from typical truck -mounted equipment to barge applications. Geotechnical engineering services have included recommendations with regards to general soil improvement techniques as well as more specialized deep soil improvement techniques such as Vibroflotation, Vibrocompaction and Deep Dynamic Compaction. Deep foundation (augercast and drilled -shaft) design recommendations have also been provided for a wide range of projects. I M Some of the recent projects have included: • Duval -Rave 230kv Structure Replacement Project • Port Mayaca Structure Replacement Project • Fort Lauderdale/Dania Beach Expansion with expertise in Dynamic Compaction Techniques • Belle Glade Substation • IND -PRA (Martin and Palm Beach County) Structure Replacement Project • Juno Beach Corporate Headquarters ■ East Parking Garage ■ West Parking Garage ■ Solar Parking Structures ■ Building A -B Atrium ■ Auditorium & Training Center • Oakland Park — Progresso Structure Replacement • Okeechobee County Clean Energy Center • West County Clean Energy Center • Andytown Substation • Turkey Point Nuclear Plant Improvements • Manatee Education Center at Riviera Beach Clean Energy Center • Martin County Plant Improvements • Martin County Solar Fields Ardaman fees: Unlimited, based on Fee Schedule (continuing contract) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (REV. 3/2013) 176 (1) FIRM NAME (2) FIRM LOCATION (CITY AND STATE) (3) ROLE a. Prime Consultant and Sub consultant Ardaman &Associates, Inc. West Palm Beach, FL to contractors and engineers (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. STANDARD FORM 330 (REV. 3/2013) 176 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Continuing Contract — Town Of Jupiter Utilities Dept. PROFESSIONAL SERVICES CONSTRUCTION (if applicable) For Geotechnical Engineering & Materials Testing Services 2012 to 2017 N/A Town of Jupiter, Florida 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE NUMBER Town of Jupiter Mr. Steven F. Montemayor, PE 561-741-2710 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Ardaman & Associates, Inc. has provided engineering and construction materials testing services to the Town of Jupiter's Utility Department since 2012. Below are some of these projects: • Water Main Extension Project — 181St Street and 192n, Road • Little Club Water System Improvements — SE Little Club Way North & South • Site Work for Surficial Aquifer Wells 60 & 62 • Various Storm Water Improvements and Emergency Repairs • FY2015 Swale Rehabilitation Program — Maplewood Drive, Old Dixie Highway and Toney Penna Drive • RO-12 Project • Central Boulevard Valve Replacement at Intersection of Central Boulevard & Jupiter Park Drive. Relevance to This Contract Q Knowledge of local conditions ® Support of water distribution Q Support of stormwater design Dates of Service: 2012-2015 Project Value: Annually $50,000 AECOM STANDARD FORM 330 (6/2004) C PAGE F-1 177 INVOLVED25. FIRMS FROM SECTION C • a (1) FIRM NAME Ardaman & Associates, Inc. (2) FIRM LOCATION (City and State) West Palm Beach, FL (3) ROLE Prime Consultant b C. d AECOM STANDARD FORM 330 (6/2004) C PAGE F-1 177 Ardaman & Associates, Inc. F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY QUALIFICATIONS FOR THIS CONTRACT NUMBER 2 (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 21. TITLE AND LOCATION (City and State) Palm Beach County— Continuing Contract Testing Services West Palm Beach, Florida 22. YEARS COMPLETED PROFESSIONAL SERVICES I CONSTRUCTION(ifapplicable) 23. PROJECT OWNER'S INFORMATION 2014 A. PROJECT OWNER B. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE NUMBER Palm Beach County (various departments) Mr. David Young, P.E. (561) 684-4000 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (include scope size, and cost) Ardaman & Associates Inc. currently provides and for many years has provided geotechnical engineering and testing services to Palm Beach County to the following departments; Engineering, Utilities, Water Utilities, and ERM. We have worked on a wide range of infrastructure projects. Listed below is a representative list of those projects: Roadway Projects: • Seminole Pratt Whitney Road Improvements — Currently on-going • Lantana/High Ridge Road Improvements — Currently on-going • Lyons Road Improvements — Currently on-going • Navarre Road, Paving and Drainage Improvements • SW 9' Avenue Improvements • Stacy Street Improvements • Jog/Donald Ross Roads from Hood to 64' Dr. North Construction • Seminole Pratt Whitney Road from Sycamore Drive Construction • Lake Osborne Dredging — Dredge Pipe Road Crossing • Various Water Main & Force Main Replacement or Extension Projects • Pipeline Installation, various roadway locations Structures and Miscellaneous Projects: • Acreage Branch Library — Currently on-going • Government Center Chiller Replacement • Historic Courthouse Renovation Project • Palm Beach County Courthouse • South County Courthouse Parking Garage • Jupiter Library Expansion • Groundwater Monitoring Wells at Water & Wastewater Treatment Plants • Winsberg Farm Wetlands Restoration Project Ardaman Contract Fees: <$75K (Approximate Annual Fees) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (6/2004) 178 (1) FIRM NAME (2) FIRM LOCATION (Cltyand State) (3) ROLE a. Ardaman & Associates, Inc. West Palm Beach, Florida Prime Consultant Geotechnical and Testing Services b. C. STANDARD FORM 330 (6/2004) 178 Ardaman & Associates, Inc. 20. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Water Club PROFESSIONAL SERVICES CONSTRUCTION (ifapplicable) North Palm Beach, Florida 2013-2017 2013-2017 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE NUMBER Kolter Development John Grimaldi (561) 358-7079 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (include scope size, and cost) Ardaman conducted subsurface explorations and geotechnical engineering services during the design phase of the project in 2013 and 2014. Ardaman recommended the support of the two 21 -story residential towers on a mat foundation proportioned for a maximum allowable bearing stress of 8,000 pounds per square foot following the implementation of the Vibrocompaction deep soil improvement technique. The subgrade initially consisted of very loose to loose fine sand to depths in excess of 50 feet. These loose soils were improved using the Vibrocompaction technique in order to allow the high rise residential buildings to be supported on a mat foundation rather than supporting the buildings on costly foundations. Construction proceeded in 2015 and Ardaman provided additional geotechnical engineering services with regards to the soil improvement as well as provided quality control testing services during construction. Due to the success of the project, a third 16 -story tower will be constructed at the project site and Ardaman has competed the subsurface explorations and geotechnical engineering services for the new structure. Approximate Fees: $250,000 including construction material testing services 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (REV. 312013) 179 (1) FIRM NAME (2) FIRM LOCATION (CITY AND STATE) (3) ROLE a. Ardaman & Associates, Inc. West Palm Beach, FL Prime Consultant (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. STANDARD FORM 330 (REV. 312013) 179 21. TITLE AND LOCATION (City and State) Palm Beach County WUD CD03 Water Main & Service Replacement Project Palm Beach Countv, Florida Ardaman & Associates, Inc. 20. EXAMPLE PROJECT KEY NUMBER 4� 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (ifapplicable) 2016-2017 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE NUMBER Keshavarz & Associates Randy Wertepny, P.E. (561) 833.4707 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (include scope size, and cost) Ardaman & Associates Inc. conducted subsurface explorations with Standard Penetration Test and auger borings to determine the subsurface conditions along the proposed underground utility project. Ardaman provided engineering properties of the encountered soils for others to use in the design as well as provided backfill specifications. In addition, Ardaman conducted subsurface explorations for the proposed horizontal direction drilling project along Belvedere Road under Florida's Turnpike. Ardaman Approx. Contract Fees: $50,000. YY• 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (REV. 3/2013) 180 (1) FIRM NAME (2) FIRM LOCATION (CITY AND STATE) (3) ROLE a. Prime Consultant Ardaman &Associates, Inc. West Palm Beach, Florida Geotechnical Services (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. STANDARD FORM 330 (REV. 3/2013) 180 ZC Ardaman & Associates, Inc. F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT KEY NUMBER QUALIFICATIONS FOR THIS CONTRACT 10 (Present as many projects as requested by the agency, or 10 projects, if not spec'rfied. Complete one Section F for each project.) 21. TITLE AND LOCATION (City and State) 22. YEARS EXPEREINCE Port of Palm Beach — Continuing Services Contract PROFESSIONAL SERVICES I CONSTRUCTION (Yapplicable) Riviera Beach, FL 2006-2016 23. PROJECT OWNER'S INFORMATION A. PROJECT OWNER B. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE NUMBER Port of Palm Beach Thomas Lundeen, PE (561) 383-4133 (561) 881-0367 (f) 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (include scope size, and cost) Ardaman has provided Geotechnical Engineering and Testing services to the Port of Palm Beach since the 1980's, including for the Cruise Terminal, the expansion of Pier #2, the seawalls next to Slip #2, and other projects. In 2006, Ardaman was awarded with an environmental/testing services contract for the Port of Palm Beach District. Work performed to date has included Asbestos Abatement Monitoring for the demolition of the Port Executive Plaza and other buildings at the port and other projects dealing with groundwater contamination. Currently, Ardaman is performing a semi-annual storm water monitoring program satisfying the requirements of the U.S. Environmental Protection Agency's (EPA) National Pollutant Discharge Elimination System (NPDES) storm water permit. We are called on to collect sediment samples at depth in the Port's slips for environmental and geotechnical testing to satisfy the Corps and FDEP permits before maintenance dredging is conducted. Collection of sediment samples has been completed either by placing our drill rig on a barge or by divers. We also completed the environmental assessment on the area in the vicinity of Slip 3 for the expansion of that slip. Ardaman remains on-call to the Port of Palm Beach for any environmental issues that may arise. Ardaman also provides materials testing services on the Port's projects including concrete and soil testing, and verification the rip -rap at the Port satisfied the SFWMD requirements for this material. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (6/2004) 181 (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. Ardaman & Associates, Inc. West Palm Beach, Florida Prime Consultant (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. STANDARD FORM 330 (6/2004) 181 = Ardaman & Associates, Inc. 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS CONTRACT (From Section E, Block 13) 28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in "Example Projects Key" section below before completing the table. Place "X" under project key number for participation in same or similar role.) 1 2 3 4 5 6 7 8 9 10 Dan Zrallack, PE Branch Manager X X X X X 3 City of West Palm Beach, Continuing Contract, 8 Water Club Roberto Balbis, PE Principal Engineer X X X X X X X X X X Kevin Ferguson, PE Project Engineer X X X X X 29. EXAMPLE PROJECTS KEY NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) 1 Ballpark of Palm Beaches (Former Haverhill Yard 6 Town of Jupiter, Continuing Contract, Geotechnical & Trash Site) Materials Testing Services 2 Arden Residential Development 7 Palm Beach County, Continuing Contract, Testing Services 3 City of West Palm Beach, Continuing Contract, 8 Water Club General Engineering Services 4 SFWMD, Continuing Contract, Geotechnical & 9 Testing Services Palm Beach County WUD CD03 5 Florida Power & Light, Continuing Contract, 10 Port of Palm Beach —Continuing Services Contract Geotechnical & Testing Services STANDARD FORM 330 (REV. 312013) 182 =4 Ardaman & Associates, Inc. H. ADDITIONAL INFORMAITON 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS AS NEEDED. Company Introduction Ardaman & Associates is one of the largest geotechnical, environmental, and materials engineering firm's in Florida. Since founded in Orlando in 1959, the company has grown to staff of nearly 400 professional engineers, scientists, technicians, drilling personnel, technical assistants, and support staff. This broad base of experience enables our staff to satisfy the demands of any project, anywhere in the State. We currently serve from our corporate headquarters in Orlando, and 10 branch offices throughout Florida. In 2002, the company merged with Tetra Tech Inc., a national infrastructure and environmental engineering company, and is a wholly owned subsidiary of that firm. Ardaman maintains the high level of integrity and technical excellence that had become synonymous with the Ardaman name. At Ardaman, we are committed to providing high-quality services that satisfy the specific needs of both the project and the client. This commitment to quality is supported by our use of the most advanced mechanical and electronic tools available, along with specialized instruments developed by Ardaman professionals for partibular applications. These tools are supported by our most important asset: a dedicated and experienced staff. Our 5 to 1 ratio of support to professional staff is among the best in the field, and further exemplifies our philosophy of quality service. Ardaman is a full-service environmental sciences consultant. We routinely conduct the field and laboratory investigations and testing required with engineering evaluation and design. The talents of our multi -disciplined staff allows us to meet most project needs in-house. We at Ardaman & Associates approach each assignment ... no matter how large or small ... with enthusiasm and the full resources of our company. Professional Services Ardaman offers a broad range of professional engineering services including: • Asbestos abatement monitoring • Environmental Engineering • Environmental Consulting • Construction materials testing and inspection • Geo -environmental sciences • Geotechnical engineering • Groundwater modeling • Hydrogeology and surface water hydrology • Industrial waste engineering We offer these services on projects in Florida, throughout the United States, and internationally. Proiects and Clients Ardaman has provided services on tens of thousands of projects ranging from single-family residences to billion dollar industrial complexes. We work with both public and private clients including: • Local, state and federal governments and agencies • Public and private utilities • Major industries and manufacturers • Architects and engineers • Banks and lending institutions • Contractors • Retail and commercial companies I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts 31. SIGNATURE 32. DATE August 29, 2018 NAME D TITLE D7M J. ZRALLACK, PE, BRANCH MANAGER STANDARD FORM 330 PAGE 1 183 =Ardaeman 1. SOLICITATION NUMBER (If any) ARCHITECT- ENGINEER QUALIFICATIONS RFQ No. 18-08-01 PART 11- 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. UNIQUE ENTITY IDENTIFIER Ardaman & Associates, Inc. 1982 132892399 2b. STREET 5. OWNERSHIP 2200 North Florida Mango Road Suite 101 a. TYPE 2c. CITY 2d. STATE �2e.ZIPCODE Corporation West Palm Beach FL 33401 b. SMALL BUSINESS STATUS 6a. POINT OF CONTACT NAME AND TITLE Dan J. Zrallack, P.E., Branch Man ager 7. NAME OF FIRM (If Block 2a is a Branch Office) 6b. TELEPHONE NUMBER 6c. E-MAIL ADDRESS Ardaman & Associates, Inc. 8008 S. Orange Avenue (561) 687-8200 dzrallack@ardaman.com Orlando, FL 32809-6729 8a. FORMER FIRM NAME(S) (Ifany) 8b. YEAR ESTABLISHED 18C. UNIQUE ENTITY IDENTIFIER 9. EMPLOYEES BY DISCIPLINE 10. PROFILE OF FIRM'S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a. Function Code b. Discipline c. Number of Employees a. Profile (1) FIRM (2) BRANCH Code c. Revenue Index b. Experience Number (see below) 02 ADMINISTRATIVE 61 3 D02 Dams (Earth; Rock); Dikes; Levees 2 08 CADD TECHNICIAN 13 E02 Educational Facilities; Classrooms 1 12 CIVIL ENGINEER 7 E09 Environmental Impact Studies, Assessments or Statements 3 14 COMPUTER PROGRAMMER 2 H03 Hazardous, Toxic, Radioactive Waste Remediation 1 15 CONSTRUCTION INSPECTOR 51 H07 Highways; Streets; Airfield Paving; Parking Lots 3 23 ENVIRONMENTAL ENGINEER 5 1 103 Industrial Waste Treatment 1 24 ENVIRONMENTAL SCIENTIST 3 M06 Mining & Mineralogy 1 27 FOUNDATION I GEOTECHNICAL ENGINEER 79 3 SO4 Sewage Collection, Treatment and Disposal 1 29 GIS SPECIALIST 1 S05 Soils & Geologic Studies; Foundations 5 30 GEOLOGIST 7 S07 Solid Wastes; Incineration; Landfill 1 40 MATERIALS ENGINEER 6 T02 Testing & Inspection Services 3 57 STRUCTURAL ENGINEER 1 1 W02 Water Resources; Hydrology; Ground Water 2 58 TECHNICIAN/ANALYST 95 6 Instrumentation 1 62 WATER RESOURCES ENGINEER 3 Port/Marina Projects 2 70 DRILLERS 45 2 Other Employees Total 379 16 11. ANNUAL AVERAGE PROFESSIONAL SERVICES REVENUES OF FIRM FOR LAST 3 YEARS (Insert revenue index number shown at right) PROFESSIONAL SERVICES REVENUE INDEX NUMBER 1. Less than $100,000 6. $2 million to less than $5 million 2. $100,000 to less than $250,000 7. $5 million to less than $10 million 3. $250,000 to less than $500,000 8. $10 million to less than $25 million 4. $500,000 to less than $1 million 9. $25 million to less than $50 million 5. $1 million to less than $2 million 10. $50 million or greater a. Federal Work 2 b. Non -Federal Work 6 c. Total Work 6 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a. SIGNATURE b. DATE Auaust 30. 2018 c. VKME AND VIT Gk, P.E., Branch Manager STANDARD FORM 330 (REV. 8/2016 184 Craig A. Smith & Associates, Inco Engineers o Surveyors ® Subsurface Utility Engineering 3D Subsurface Imaging o Utility Coordination PROJECT ORGANIZATION 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com ® LB3110 185 (n Q) i V1 C Ol Z•E u 'U V ~ y c a�'i� L v v c u W J W Q1 J 01 = of V) 'u v v Z d (/i W e Q C V Q W 41 D Q L fA Ol z (p Ol v (n c w C > z C w ! O 7 W V �C V C LL ro N V) (7 Q W Q (n Qd " 3 Ln (n 0 EQ W ui W U u 0 (1) rL r v VH d OW �.O -n o CL QZ J E a13 W 13� J J CO V V1CM- -- - - --- - - -- - V1 O \Joe LU O L J Q Q d O u) W e W z H Q C7 O z �, o �1( V � V� U Z a ate' Q W °' � = v C H O a)LLIm C2 ViH w Z £� OE o -a � _-oL O Tv N v u C H O 4-1 ~ Q c" LL s" Z J V> H V (AO U Z Q 3 o --i U W -O W O f Z H F- w O W n H v = a� O Z n n GC �� a a - - - - - - - - - O > V• z O Q W O J W v v v ry Q (� a c c M c L Z Z 0 n is � O c c c 0: W O: LLI - LL1 Lu u N V1 W 2 W � � f0 � i � i � U W fC ._ w w V) C'� c �� Ut t� V E py �% 'C d a N 4 a 0 y 0 V W 4-' N Z W L cn LL Vn (D V) ° Y a Z n �--� W O in Ln U) W 0 > Z �' > W�O �p --- — — -- -- -- J J U� C1 Lr) g Q W - m 0 (/) Z c o �o Z U E W ( r1 } C� W O C O� Z N Wy v - o u OU WJ_ U Y N C c v ro O d 0 O > O Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination QUALIFICATION STATEMENT CAS was established in 1980 and has been in business for the past 38 years. Since then, the firm expanded from its original, technical orientation in municipal engineering and surveying into a full service civil engineering practice with specialized expertise in Engineering, Surveying & Mapping, Grants/Loan Assistance, Construction Management, Utility Locates and CAD Design & Development. Organization - CAS is organized into five technical operating divisions each under the supervision of a Vice President or Director. These operating divisions are: • Civil Engineering • CAD Capability • Construction Management • Surveying • Subsurface Utility Locates Philosophy - CAS is committed to providing its clients with cost-effective, timely, comprehensive, high-quality professional services in the practice of engineering, surveying, construction management, utility locating and grant/legislative services. This commitment to excellence is achieved through the development of a team spirit of service to clients. CAS is client oriented and not project driven. CAS is a "service first" firm. To ensure our success for our clients, we commit and devote the staff, time and attention to fully understand the client's needs and desires. Our success can be exhibited by our longtime tenure with our clients of over 20 years. We put premium value on the opinions and input of the end users of our services, officials, staff and residents, and strive to produce an end product that addresses their needs and expectations. We pride ourselves in establishing long-term relationships with our clients by providing them with the ultimate in successful Consulting Engineering Services. CAS is currently serving the needs of many governmental clients; Florida counties, cities, special districts and utility authorities. Our 35 years of experience gives us the perspective to provide services for larger municipality projects as well as smaller projects (under $250,000). CAS is highly experienced and qualified to perform consulting services required under this contract, more specifically, Surveying, Utility Locates, Roadway Improvements, Stormwater and Utility Engineering and design support during construction. CAS has successfully completed numerous road and drainage improvement project valued under $250,000 in construction value for the City of Belle Glade, Indian Trail Improvement District, and larger project exceeding $250,000 in construction for municipal clients such as City of Sunny Isles, Glades County, City of Miami Beach, Town of Golden Beach, Town of Pembroke Park and City of Belle Glade and Bal Harbour Village. 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 187 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination FIRM REFERENCES Attached are three project profiles and executed agreements for similar governmental projects completed within the past five (5) years. SUBCONSULTANTS Please refer to Section E, Standard Form 330 for subcontractors previous related projects. ORGANIZATION CHART Please refer to Section E for the organization chart. 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 188 @�% Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering • 3D Subsurface Imaging • Utility Coordination CITY OF SUNNY ISLES BEACH NE 174TH STREET ROADWAY INFRASTRUCTURE IMPROVEMENTS Responsibilities: Project Description: The Roadway Improvements Project for NE 174th Street consists of a reconstruction of both the drainage and the road for approximately 0.2 miles from Collins Avenue to North Bay Road. The existing roadway system was failing due to poor soil conditions, a limited drainage system and an undersized outfall. The new roadway incorporated a reconstructed base with geotech fabric to offset the soils. The design also included a new drainage system that meets water quality requirements, site demolition, road regrading, utility relocations, sidewalks and paver walkways, landscaping, curbing, bike paths and parallel parking. The design was completed within two years under budget at a cost of $212,180. Construction of the project was completed in the Spring of 2017 with an estimated cost of $3,682,392. Survey, utility locates, preparation of engineering design and construction plans, stormwater modeling and calculations, cost estimates, contract documents and permitting. Key Personnel: Stephen C. Smith, P.E. - Senior Vice President; Robert D. Keener, P.S.M. - Vice President of Survey; James Driscoll - Director of SUE; Orlando A. Rubio, P.E. - Senior Supervising Engineer; Tony Gomes - Senior Field Representative; William Tanto - Senior Field Representative 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 . www.craigasmith.com • LB3110 e '= •• SECOND AMENDMENT TO THE AGREEMENT BETWEEN Y " THE CITY OF SUNNY ISLES BEACH AND °;•' CRAIG _A _SMITH & ASSOCIATES CONTRACT NO. C1415-053 This Second Amendment to the Agreement between the CITY OF SUNNY ISLES BEACH and CRAIG A. SNUTH & ASSOCIATES, executed this day of Af t, , 2015, is made a part of the original Agreement between the parties dated January 16, 2014, ("the Agreement'), between the City of Sunny Isles Beach ("City") and Craig A. Smith & Associates, ("Consultant-) attached hereto as Attachment "B" whose Federal Identification # is -OD z)47(e . The City and Consultant hereby agree as follows: 1. ADDITIONAL SCOPE OF SERVICE. Section 2 of the original Agreement is hereby amended to include additional construction phase and engineering services to ensure sufficient oversight and testing for the successful implementation of the reconstruction of the 174`s Street Roadway Improvement Project, ("Additional Services', as set forth in Consultant's proposal, a copy of which is attached hereto and incorporated herein as Attachment "A". 2. ADDITIONAL COMPENSATION. The payment to Consultant, as set forth in Section 4 of the original Agreement via Resolution No. 2014-2178 was approved by City Commission for services in an amount not to exceed One Hundred Thirty Three Thousand Three Hundred Five Dollars Fifty Cents ($133,305.50), on September 18, 2014 via Resolution No. 20I4-2294 the City Commission approved the First Amendment for additional engineering and permitting services in an amount not to exceed Fifteen Thousand Four. Hundred Thirty Four Dollars NinetyCents ($15,434.90), bringing the total amount of contract not to exceed One Hundred Forty Eight Thousand Seven Hundred Forty Dollars Forty Cents ($148,740.40), this Second amendment to the original contract is hereby amended to include additional compensation for the Additional Services in an amount not to exceed Three Hundred Fifty Six Thousand Fourteen Dollars ($356,014.00), bringing the total contract amount not to exceed Five Hundred Four Thousand Seven Hundred Fifty Four Dollars Forty Cents ($504,754.40). 3. OTHER PROVISIONS REMAIN IN EFFECT. Except as specifically modified herein, all terms and conditions of the original Agreement between the parties, dated January 16, 2014 shall remain in full force and effect. 4. CONFLICTING PROVISIONS. The terms, statements, requirements, and provisions contained in this Second Amendment shall prevail and be given superior effect and priority over any conflicting or inconsistent term, statement, requirement or provision contained in any other document or attachment, including but not limited to Attachment "A" or "13". IN WITNESS WHEREOF, the parties hereto have executed this document as of the date mentioned above. WITNESS: Signature ��x�, Print Name CRAIG A. SMITH, & ASSOCIATES BY: Stephen C. Smith P.E. ATTACHMENT "C" �Jt 190 ATTEST: CITY OI+` SUNNY ISLES BEACH BY: BY: Jane A. Hines, MMC, City Clerk H. Scholl, Mayor APPROVED AS TO ORM AND LEGAL SUFF Y BY: WaAKttindf, City Attorney 191 40 -CRAIG A. SMITH & ASSOCIATES 77777 Glades Road • Suite 410 • Boca Raton, Florida 33434 comvvnN(;tW;WM$ • SURVEYORS • UnLITYLOCATORS • GWrrsnEok.1y" W W W_ C K A 1 G A 5 M I T H. C O N March 31, 2015 Ms. Elka Linton -Dorsett, Capitol Projects Manager (via e-mail) City of Sunny isles Beach Public Works Department 18070 Collins Avenue Sunny Isles Beach, FL 33160 RE: NE 174th Street Roadway Improvements Engineering Services During Construction (ESDC) including Construction Observation (Revised) Dear Elka, Per you request, CAS is pleased to provide our proposal for the referenced services, which will be performed on a time and materials basis. Note that these services do not include services pertaining to Landscaping. The services will include Basic ESDC with full time construction observation services. The Basic ESDC is intended to cover services sufficient enough forCAS to certify the project to the permitting agency, to cover limited pre -construction matters, and to address contractor's requests for additional information. Specific descriptions of each task are provided below. The Supplemental ESDC is intended to cover services not part of the Basic ESDC. Specific descriptions of each task for these services are provided in this document as well. Task nos. E56A-E56D pertain to the engineer's time, task E57 pertains to the CAS inspector's time, and Task "SUB" pertains to the geotechnical subconsultant's time. BASIC ESDC with Full Time Construction Observation Services (inspection): Task No. E56A CAS will provide one qualified Engineer to perform shop drawing reviews for pipes, structures, road material, concrete etc, and conduct the initial pre -construction meeting. This will include coordination and correspondences with contractor and vendors to complete the reviews with established CAS procedures. No services are included pertaining to Landscaping matters. These services will be provided for a construction duration of 11 months, Services beyond this period will be billed at the approved hourly rates for a not to exceed agreed upon amount as approved by the City prior to proceeding (Max, hours: 98). Hourly Not to Exceed Fee: $16,427.00 E568 CAS will review the final set of as -built drawings, density tests, and will provide construction certification services to MDC for Class Il permit close out. This will include coordination and correspondences with Contractor to obtain the final as -built product. CAS will assist the City with the determination of the project's substantial completion date via a walk-thru and development of a project punch fist. CAS will perform a final walk-through with client and contractor for concurrence with punch list items. Services beyond this period will be billed at the approved hourly rates for a not to exceed agreed upon amount (Max. hours: 74). Hourly Not to Exceed Fee: $12,320.00 E56C Review and respond to contractor's RFI including geotechnical matters with CAS subconsultant; assume 2 RFPs per month and 1 field meeting per month not pertaining to landscape matters. Additional RFi's and field meetings will be billed as additional at the approved hourly rates. This does not include suggested significant design changes or value engineering submittals by the contractor, Services beyond y f/, 7 0 2. 8 2 2 1 - 5 6 1 .0ATTACHMENT "A" 3@ 5. 4 6 1, 4 4 1 0 464.716.8927 91.981@_ 192 Ms. Eika Unton-Dorsett NE 174°' Street Roadway improvements Page 2 of 3 this period will be billed at the approved hourly rates for a not to exceed agreed upon amount (Max. hours: 176). Hourly Not to Exceed Fee: $29,568.00 E561) Plan revision for additional services from contractor suggested value engineering to be approved by the City prior to proceeding. Services beyond this period will be billed at the approved hourly rates for a not to exceed agreed upon amount (Max. hours: 50). Hourly Not to Exceed Fee: $8,400.00 E57 CAS will provide one qualified Senior Field Representative to perform full time construction observation services at the established hourly rates. Daily and weekly construction reports will be provided as part of this task. Dally Inspections will observe contractors typical methods on pipe and structure installation and observance of proper mudwork, installation of road bases and fabric, installation of curb and sidewalks, and observation and review of compaction tests. This service will include providing assistance with the project's substantial completion date to the Engineer of Record and project certification. CAS will be monitoring the day to day construction under this task such as but not limited to observation of contractor's mobilization and maintenance of traffic set up and subsequent MOT efforts, observation of the contractor's demolition and removal of materials (clearing and grubbing), observation of the installation of Stormwater Pollution Prevention Plan and construction dewatering set up, responding to contractor BFI's and review of installed quantities for pay requests submittals. Coordinate with contractor on field quantities and measurements for pay request submittals to the EOR excluding landscape quantities. Attend and assist Engineer of Record (EOR) during the biweekly progress meetings, discuss matters pertaining to project, review work schedule/progress. Field visit with EOR upon request to address contractor's BFI's. Assist EOR with contractor's RFI not pertaining to landscape matters. Services beyond this 11 month period will be billed at the approved hourly rates for a not to exceed agreed upon amount. (Max. hours: 1907). Hourly Not to Exceed Fee: $213,547.00 SUB SUBCONSULTANT FOR GEOTECH NiCAL SERVICES CAS will provide geotechnical services through its sub consultant Wingerter Laboratories, Inc. on an as requested basis. Geotechnical Engineer Hourly Rate (Portai to Portal, Minimum 4 Hours) $125.00/Hr. Services to include attend meetings, clarify questions, answer RFI specific to geotechnical matters, site visit/inspection and coordination. Estimate 20 Hours per Month for 11 Month Construction Schedule at $125.00/Hr. Hourly Not to Exceed Fee: $27,500.00 Sum of Hourly Not to Exceed Fee for Basic ESRC: $307,761.00 SUPPLEMENTAL ES13C: E56A Conduct biweekly progress meetings, coordinate with City & contractor, prepare meeting agenda & minutes, discuss matters pertaining to project, review work schedule/progress. Field visit upon request to address contractor's RFI's. These services will be provided for a construction duration of 11 months. Services beyond this period will be billed at the approved hourly rates for a not to exceed agreed upon amount (Max. hours: 238). Hourly Not to Exceed Fee: $40,040.00 J 193 Ms. Elka Linton -Dorsett NE 174th Street Roadway Improvements Page3l of 3 E568 Review pay request applications (10-12) and provide acceptance letter to City. Coordinate with contractor on pay request revisions as necessary. Coordinate with landscape architect to receive approval of landscape quantities. Services beyond this period will be billed at the approved hourly rates for a not to exceed agreed upon amount (Max. hours; 44). Hourly Not to Exceed Fee: $8,213.00 Sum of Hourly Not to Exceed Fee for Supplemental ESRC: $48,253.00 Sum of Hourly Not to Exceed Fee for Basic ESDC & Supplemental ESDC:$356,014.00 I trust that we have provided all services you have requested. Additional services will be provided hourly based on the contracted rate- schedule attached or negotiated prior to work being performed with the approval of the City Commission. Should you have any questions or need any additional information, please do not hesitate to contact me directly. We look forward to providing these services and look forward to hearing from you. Sincerely, CRAIG A. SMITH & ASSOCIATES Orlando A. Rubio, PE Sr. Supervising Engineer CC: CAS - Stephen C. Smith, PE (via e-mail) File P;\Clties_Villages Towns\Sunny_Isles Beach\14-1758-SUNNYISLES-1745T•SW-PAVEMT IMP\os- Construct7lonMgl\Documents\Proposa�CSIB NE174ST ESDC Rev_7415.0331.docx 194 SAS-,� 195 .11 5 6.ww w a wmaN "v" k.P awI— w Wt. "k&I wilre kkd,,4 %*41Wd —Val— dm If— UI% 1.31 N m I"Iv. I "no. 11—ji, *I 1M-0• W°6— ti�—I� I—mn ft,41 R.I. J'"i ft b..; tln— 4 k"a AL6i� d WS M.1 Mnv 195 SOPPLEMEt yna floc HE 174TH SnUTR7ADWAY IMPROVEME2WS W OMETHODRS FOR fSIX 196 Hwd6lden:ote+i ser,attaacermao2,>,senMe, 2011 Hates ... i _—..—. kirdpal sr.3oPfn A.FdJR Tar2t Dev.Apmm S 214.06 S moo S 112.60 I Tout Month, Weeks ea week, Wshttek T# Total Rover cev .rock PlopU our o.n 21 C..fwt bhvttbmreu M"Vvtt. coordoate V&hCity 6comncinr, Walt mntrq y.nda a uv�ptgdtrua malterspertaeAry to orojecp rePew wok ES6A Rh.&A/pt.rrta Pkl/W:1 t2otnlnlwNltldNWGeavattnls8ih, 17.67 5 b 238.33 23.63 2 3048 2363 1906.67 - —•-- - 133.33 �S 3,640.00 23833 S 40MO,W Remw Pay K@rtA,pp bonsP-10) aad,Roodt ecitettnce lot rw Gty. CborCinate+rNhemtuaoron payre�rt tn�i,len»nlrntary. Ceocdloatt*%h [568 Irndxape,rditeetUnaMttOPtey,i ellandterpevwrROror. Wil S 74667 _— 1829 S MUM �ToW S 4[,25333 196 CRAIG A. SMITH & ASSOCIATES a 7777 Glades Road - Suite 410 - Boca Raton, Florida 33434 CON IMNG ENCiNE B S• SUKWOR5 - UTIUTY LOCATORS - GRAW SPSCIAUSTS W W W, C R A 1 G A S M I T H C O M I July 7, 2016 Ms. Elka Linton -Dorsett, Capitol Projects Manager (via e-mail) City of Sunny Isles Beach Public Works Department 18070 Collins Avenue Sunny Isles Beach, FL 33160 RE: ME 174th Street Roadway Improvements Extension of Engineering Services During Construction (ESDC) including Construction Observation Dear Elka, Per you request, CAS is pleased to provide our proposal to extend the referenced services, which will be performed on a time and materials basis to carry us through the end of year, just over 6 months. Specific descriptions of each task are provided below. The Supplemental ESDC is intended to cover services not part of the Basic ESDC. When approved, we will add these amounts to the existing contract amounts. BASIC ESDC with Full Time Construction Observation Services (Inspection)' Task No, E56A (Extension): To cover the expanded work on the project CAS will review the final set of as -built drawings, density tests, and will provide construction certification services to MDC for Class II permit close out. This will include coordination and correspondences with Contractor to obtain the final as - built product, CAS will assist the City with the determination of the project's substantial completion date. CAS will perform a final walk-through with client and contractor for concurrence with punch list items (Max hrs: 30). $5,040.00 E57 (Extension): CAS will provide one qualified Senior Field Representative to perform full time construction observation services at the established hourly rates. Daily and weekly construction reports will be provided as part of this task. Daily inspections will observe contractors typical methods on pipe and .structure installation and observance of proper mudwork, installation of road bases and fabric, installation of curb and sidewalks, and observation and review of compaction tests. This service will include providing assistance with the project's substantial completion date to the Engineer of Record and project certification. CAS will be monitoring the day to day construction under this task such as but not limited to observation of contractor's mobilization and maintenance of traffic set up and subsequent MOT efforts, observation of the contractor's demolition and removal of materials (clearing and grubbing), observation of the installation of Stormwater Pollution Prevention Plan and construction dewatering set up, responding to contractor RFI's and review of installed quantities for pay requests submittals. Coordinate with contractor on field quantities and measurements for pay request submittals to the EOR excluding landscape quantities, Attend and assist Engineer of Record (EOR) during the biweekly progress meetings, discuss matters pertaining to project, review work schedule/progress. Field Visit with EOR upon request to address contractor's RFPs. Assist EOR with contractor's RFI not pertaining to landscape matters. These services will carry us through the end of year. Services beyond this period 954, 78 2.8222 - 561.791.9280 Phone 561 .3 14.4453 303.461,4410 0. 954.786,8927 Fax 5 61 .791.98 18 ATTACHMENT "A" 197 Ms. 51ka Linton -Dorsett NE 174`h Street Roadway Improvements Page 2of2 will be billed at the approved hourly rates for a not to exceed agreed upon amount. (Max. hours: 1153.5). Hourly Not to Exceed Fee: $17-9,192.00 Sum of Hourly Not to Exceed Fee for Basic ESDC: $134,232.00 SUPPLEMENTAL ESDC: E56A-S (Extension): Conduct weekly progress meetings, coordinate with City & contractor, prepare meeting agenda & minutes, discuss matters pertaining to project, review work schedule/progress. Field visit upon request to address contractor's BFI's. These services will be provided to carry us through the end of the year, just over 6 months. Services beyond this period will be billed at the approved hourly rates for a not to exceed agreed upon amount (Max. hours: 174). Hourly Not to Exceed _Fee: $29,230.00. E56S-S (Extension):Review pay request applications (7) and provide acceptance letter to City. Coordinate with contractor on pay request revisions as necessary. Coordinate with landscape architect to receive approval of landscape quantities. Services beyond this period will be billed at the approved hourly rates for a not to exceed agreed upon amount (Max. hours: 30). Hourly Not to Exceed Fee: $5,040.00 Sum of Hourly Not to Exceed Fee for Sui3olemental ESDC: $34,270.00 Sum of Hourly Not to Exceed Fee for Basic ESDC & Supplemental ESDC: $168,502.00 1 trust that we have provided all services you have requested. Additional services will be provided hourly based on the contracted rate schedule attached or negotiated prior to work being performed with the approval of the City Commission. Should you have any questions or need any additional information, please do not hesitate to contact me direcfly, We look forward to providing these services and look forward to hearing from you. Sincerely, CRAIG, A. SMITH & ASSOCIATES Orlando A. Rubio, PE Sr. Supervising Engineer CC: CAS - Stephen C. Smith, PE (via e-mail) File P:\Cities VRagea Towas\Sunny_[sles peach\141758-SUNNYISLES-1745TSW-PAVEMTIMP\05- ConstructionMgt\Documents\Proposai\CSI"E1745T_ESDC Ext 2016.07.07.docx 198 SurveyCrew, Vehicle, GPS..............................................................................................................$180.00 SurveyCrew - overtime......................................................................................................................$160.00 SurveyCrew - pile staking......................................................... .................I.................................$180.00 These rates are in effect for services rendered commencing January 1, 2014 and sre subject to change. J f,. 199 CRAIG A. SMITH & ASSOCIATES, INC. 2014 HOURLY RATE SCHEDULE Principals............................................................................................................................................ $210.00 CourtTesfimony.................................................................................................................................$200.00 VicePresident.....................................................................................................................................$175.00 Senior Supervising Engineer..............................................................................................................$168.00 SupervisingEngineer.........................................................................................................................$151.00 i ProjectManager.................................................................................................................................$130.00 : Project Engineer .............................................. ............$105.00 ....................................................................... SeniorEngineering Technician...........................................................................................................$112.00 EngineeringTechnician........................................................................................................................$86.00 CARDTechnician.................................................................................................................................$81.00 SeniorField Representative..............................................................................................................$112.00 FieldRepresentative.............................................................................................................................$90.00 Senior Professional Surveyor & Mapper............................................................................................$124.00 Professional Surveyor and Mapper....................................................................................................$108.00 Survey Coordination Manager.........................................:....................................................................$90.00 SurveyTechnician................................................................................................................................$86.00 Clerical'.— ......................... ................................................................................................................... $56.00 j Survey Crew, Vehicle, Standard Equipment......................................................................... ...........$145.00 , SurveyCrew, Vehicle, GPS..............................................................................................................$180.00 SurveyCrew - overtime......................................................................................................................$160.00 SurveyCrew - pile staking......................................................... .................I.................................$180.00 These rates are in effect for services rendered commencing January 1, 2014 and sre subject to change. J f,. 199 CRAIG A. SMITH & ASSOCIATES, INC. 2014 REIMBURSABLE EXPENSES • 3D Scanner Usage $3,000.00/d8y • Computer Usage (CADD) $2.50/hour • Reproductions Engineering (24 x 36) $2,50/sht Engineering Color $3.50/sht Standard Copies $0.30/sht Standard COX $0,40/sht Ledger (11 x 17) $0.40/sht Ledger Color $0.55/sht • Recording & Permit Fees Cost + 10% • Services of Outside Consultants Cost + 10% • Federal Express or Courier Services Cost + 10% • Commercial Air Travel Cost + 10% • Long Distance Phone Cost + 10% • Auto Travel Expense $ 0.56 I mile • Meals — Per Diem $35.00 • Lodging Cost+10% These rates are In effect forservices rendered commencing January 1, 2014 and are subject to change. 200 S,,i NT /tF l= CITY OF SUNNY ISLES BEACH AGREEMENT WITH CRAIG A. SMITH & ASSOCIATES CONTRACT NO. C1314-014 THIS CONTRACTUAL AGREEMENT (hereinafter referred to as the "Agreement") is made in duplicate, this LV "day of �, �� , 2014, by and between the CITY OF SUNNY ISLES BEACH, Florida, (hereinafter eferred to as "City"), and CRAIG A. SNUTH & ASSOCIATES, a corporation authorized to do business in the State of Florida (hereinafter referred to as "Consultant") whose Federal I.D. # is 51 Zo t o 4Z Co RECITALS WHEREAS, the City is in need of a Consultant to provide survey, utility location, engineering design, geotechnical testing, permitting, construction cost estimates, contract documents and specificationsfbidding services, all in connection with the 170 Street Drainage Improvement Project ("Services"), as more thoroughly described in the attached Attachment "A" which is attached hereto and incorporated herein by reference; and WHEREAS, the City previously issued and advertised Request for Qualifications ("RFQ") No. 11-11-02 for Civil Engineering Services and after staff review and consideration, Consultant was recommended for the award of RFQ No. 11-11-02 as well as an agreement for professional services; and WHEREAS, Consultant has expressed the ability and desire to provide these Services subject to the terms and conditions contained in this Agreement; and WHEREAS, the City desires to contract with Consultant to provide the Services, as more fully described in Attachment "A" which is attached hereto and incorporated herein by reference, in a total amount not to exceed One Hundred Thirty -Three Thousand Three Hundred Five Dollars and Fifty Cents ($133,305.50). NOW THEREFORE, in consideration of the promises and the mutual covenants herein name, the parties agree as follows: 1. RECITALS. The Recitals set forth above are hereby incorporated into this Agreement and made a part hereof for reference. 2. SERVICES. Consultant agrees to furnish all labor and materials in a good workmanlike and professional manner and to perform the Services designated in Attachment "A" attached hereto, and incorporated herein by reference. The Services shall be performed by Consultant to the full satisfaction of the City. Consultant agrees to have a qualified representative to audit and inspect the Services provided on a regular basis to ensure all Services are being performed in accordance with the City's needs and pursuant to the terms of this Agreement, and shall report to the City accordingly. Consultant agrees to immediately inform the City via telephone and in writing of any problems that could cause damage to the City's property, improvements and persons. Consultant will require its employees to perform their work in a manner befitting the type and scope of work to be performed. In the event that the Consultant fails to complete the Services pursuant to the terms of this contract and City must C1314-014 CRAIG A. SMITH & ASSOCIATES ATTACHMENT "B" 201 City of Sunny Isles Beach 18070 Collins Avenue, Sunny Isles Beach, Florida 33160 (305) 947-0606 phone (305) 949-3113 Fax undertake the completion of performance of Services, Consultant agrees to indemnify the City for all costs incurred with respect to the completion of those Services and any damages the City may suffer as a result of the Consultant's failure to perform the Services. 3. TERM. Subject to the provisions relating to the termination of this Agreement as set forth in Section 8 hereunder, this Agreement shall commence from the issuance of a Notice to Proceed from the City Manager or his designee and shall terminate upon the completion of Services. Payment will be made only for work completed to the satisfaction of the City. Consultant is to commence performance of work on the Commencement Date and continue in a diligent manner until work is complete. Consultant acknowledges that compliance with the commencement and completion schedule is the essence of this Agreement. The terms of Sections 16 and 17 entitled "Indemnification and Waiver of Liability" and "Compliance with Law" respectively, shall survive termination of this Agreement. 4. COMPENSATION. As the entire compensation under this Agreement and during the terms of this Agreement, in whatever capacity rendered, the City shall pay Consultant an amount not to exceed One Hundred Thirty -Three Thousand Three Hundred Five Dollars and Fifty Cents ($133,305.50) for the performance of the stated Services. Payment to Consultant for all charges and tasks under this Agreement shall be in accordance with this Agreement and the schedule of charges reflected in Attachment "A", which fee shall be disbursed on a monthly basis and under the following conditions: a. Disbursements. There are no reimbursable expenses associated with this contract. b. Payment Schedule. Invoices received from the Consultant pursuant to this Agreement will be reviewed by the initiating City Department. If Services have been rendered in conformity with the Agreement, the invoice will be sent to the Finance Department for payment. Invoices must reference the contract number assigned hereto. Invoices will be paid in accordance with the State of Florida Prompt Payment Act. C. Availability of Funds. The City's performance and obligation to pay under this Agreement is contingent upon an annual appropriation for its purpose by the City Commission. d. Final Invoice. In order for both parties herein to close their books and records, the Consultant will clearly state "final invoice" on the Consultant's final/last billing to the City. This certifies that all services have been properly performed and all charges and costs have been invoiced to the City. Since this account will thereupon be closed, any other additional charges, if not properly included on this final invoice, are waived by the Consultant. 01314-014 CRAIG A. SMITH-& ASSOCIATES 202 City of Sunny Isles Beach 18070 Collins Avenue, Sunny Isles Beach, Florida 33160 (305) 947-0606 phone (305) 949-3113 Fax Consultant shall make no other charges to the City for supplies, labor, taxes, licenses, permits, overhead or any other expenses or costs unless any such expense or cost is incurred by Consultant with the prior written approval of the City. If the City disputes any charges on the invoices, it may make payment of the uncontested amounts and withhold payment on the contested amounts until they are resolved by agreement with Consultant. Consultant shall not pledge the City's credit or make it a guarantor of payment or surety for any contract, debt, obligation, judgment, lien, or any form of indebtedness. The Consultant further warrants and represents that it has no obligation or indebtedness that would impair its ability to fulfill the terms of this Agreement. 5. INDEPENDENT CONTRACTOR RELATIONSHIP. The Consultant is an independent contractor and shall be treated as such for all purposes. Nothing contained in this Agreement or any action of the parties shall be construed to constitute or to render the Consultant an employee, partner, agent, shareholder, officer or in any other capacity other than as an independent contractor other than those obligations which have been or shall have been undertaken by the City. Consultant shall be responsible for any and all of its own expenses in performing its duties as contemplated under this Agreement. The City shall not be responsible for any expense incurred by the Consultant. The City shall have no duty to withhold any Federal income taxes or pay Social Security services and that such obligations shall be that of the Consultant, other than those set forth in this Agreement. Consultant shall furnish its own transportation, office and other supplies as it determines necessary in carrying out its duties under this Agreement. 6. OWNERSHIP OF DOCUMENTS AND EQUIPMENT. All documents prepared by the Consultant pursuant to this Agreement and related Services to this Agreement are intended and represented for the ownership of the City only. Any other use by Consultant or other parties shall be approved in writing by the City. If requested, Consultant shall deliver the documents to the City within fifteen (15) calendar days. 7. INSURANCE. Consultant shall, at its sole cost and expense, during the period of any work being performed under this Agreement, procure and maintain the following minimum insurance coverage to protect the City and Consultant against all loss, claims, damage and liabilities caused by Consultant, its agents or employees, as indicated below: ❑ Comprehensive General liability insurance, including broad form contractual liability coverage for all operations, including, but not limited to, contractual, products, and completed operations, personal injury and property damage liability with minimum limits of One Million Dollars ($1,000,000) per occurrence. ❑ Professional Liability ("Errors and Omissions") insurance with minimum limits of One Million Dollars ($1,000,000.00) per occurrence. C1314-014 CRAIG A. SMITH & ASSOCIATES sItJ 203 City of Sunny Isles Beach 18070 Collins Avenue, Sunny Isles Beach, Florida 33160 (305) 947-0606 phone (305) 949-3113 Fax ❑ Worker's Compensation and employer's liability coverage, as required pursuant to Florida law. ❑ Business Automobile Liability which shall include coverage for all owned, non - owned and hired vehicles for minimum limits of not less than One Million Dollars ($1,000,000) per occurrence, One Million Dollars ($1,000,000) per accident for bodily injury and Five Hundred Thousand Dollars ($500,000) per accident for property damage. Insurance required of the Consultant shall be primary to, and not contribute with, any insurance or self-insurance maintained by the City. Such insurance shall not diminish Consultant's indemnification and obligations hereunder. The insurance policy shall be issued by companies authorized to do business under the laws of the State of Florida and acceptable to the City with a minimum A.M. Best rating of A -Excellent. Before any work under this Agreement is performed, and at any time upon request, Consultant shall furnish to the City certificates of insurance evidencing the minimum required coverage and shall be appropriately endorsed for contractual liability, with the City named as additional insured. All policies shall contain a waiver of subrogation endorsement. All policies and certificates shall be in forms and issued by insurance companies acceptable to the City Manager or his designee. All insurance policies and certificates of insurance shall provide that the policies may not be canceled or altered without thirty (30) days prior written notice to the City. The City reserves the ngnt from time to time to change the insurance coverage and limits of liability required to be maintained by Consultant hereunder. Consultant shall also require and ensure that each of its sub -contractors providing services hereunder (if any) procures and maintains, until the completion of the services, insurance of the types and to the limits specified 'herein. ANY EXCEPTIONS TO THE INSURANCE REQUIREMENTS IN THIS SECTION MUST BE APPROVED IN WRITING BY THE CITY. 8. TERMINATION AND REMEDIES FOR BREACH. A. If, through any cause within reasonable control, the Consultant shall fail to fulfill in a timely manner or otherwise violate any of the covenants, agreements or stipulations material to this Agreement, the City shall have the right to terminate the Services then remaining to be performed. Prior to the exercise of its option to terminate for cause, the City shall notify the Consultant of its violation of the particular terms of the Agreement and grant Consultant ten (10) days to cure such default. If the default remains uncured after ten (10) days the City may terminate this Agreement, and the City shall receive a refund from the Consultant in an amount equal to the actual cost of a third party to cure such failure. If Consultant fails, refuses or is unable to perform any term of this Agreement, City shall pay for services rendered as of the date of termination. 4 01314-014 CRAIG A. SMITH & ASSOCIATES S I e 204 City of Sunny Isles Beach 18070 Collins Avenue, Sunny Isles Beach, Florida 33160 (305) 947-0606 phone (305) 949-3113 Fax (i.) In the event of termination, all finished and unfinished documents, data and other work product prepared by Consultant shall be delivered to the City and the City shall compensate the Consultant for all Services satisfactorily performed prior to the date of termination, as provided in Paragraph 4 herein. (ii.) Notwithstanding the foregoing, the Consultant shall not be relieved of liability to the City for damages sustained by it by virtue of a breach of the Agreement by Consultant and the City may reasonably withhold payment to Consultant for the purposes of set-off until such time as the exact amount of damages due the City from the Consultant is determined. B. Termination for Convenience of City. The City may, for its convenience and without cause terminate the Services then remaining to be performed at any time by giving Consultant ten (10) days written notice. The terms of Paragraph 8 A(i) and A(ii) above shall be applicable hereunder. C. Termination for Insolvency. The City also reserves the right to terminate the remaining Services to be performed in the event the Consultant is placed either in voluntary or involuntary bankruptcy or makes any assignment for the benefit of creditors. 9. ARBITRATION. It is the intention of the parties that whenever possible, if a dispute or controversy arises hereunder then such dispute or controversy shall be settled by arbitration in accordance with the procedures, rules and regulations of the American Arbitration Association. The decision rendered by the Arbitrator shall be final and binding upon the parties and judgment upon the award rendered by the arbitrator may be entered in any court having jurisdiction. Arbitration shall be held in Miami -Dade County, Florida. All costs of arbitration and attorneys' fees incurred by the parties shall be paid by the non -prevailing party or, if neither party prevails on the whole, each party shall be responsible for a portion of the costs of arbitration and their respective attorneys' fees as may be determined by the court on confirmation. 10. CONFIDENTIAL INFORMATION. The Consultant shall not, either during the term of this Agreement or any time for a period of ten (10) years subsequent to that date upon which the Consultant shall leave the employment of the City for any reason whatsoever, disclose to any person or entity, other than in the discharge of the duties of the Consultant under this Agreement, any information which the City .designates in writing as "confidential." As a violation by the Consultant of the provisions of this Section could cause irreparable injury to the City and there is no adequate remedy at law for such violation, the City shall have the right, in addition to any other remedies available to it at law or in equity, to enjoin the Consultant from violating such provisions. c I r- C1314-014 CRAIG A. SMITH & ASSOCIATES 0- 1 U11 205 City of Sunny Isles Beach 18070 Collins Avenue, Sunny Isles Beach, Florida 3.3160 (305) 947-0606 phone (305) 949-3113 Fax 11. NOTICES. All notices and other communications required or permitted to be given under this Agreement by either party to the other shall be in writing and shall be sent (except as otherwise provided herein) (i) by certified or registered mail, first class postage prepaid, return receipt requested, (ii) by guaranteed overnight delivery by a nationally recognized courier service, or (iii) by facsimile with confirmation receipt (with a copy simultaneously sent by certified or registered mail, first class postage prepaid, return receipt requested or by overnight delivery by traditionally recognized courier service), addressed to such party as follows: If to the City: Christopher J. Russo With a copy to: City Manager Hans Ottinot City of Sunny Isles Beach City Attorney 18070 Collins Avenue City of Sunny Isles Beach Fourth Floor 18070 Collins Avenue Sunny Isles Beach, Florida 33160 Fourth Floor Tel: (305) 792-1701 Sunny Isles Beach, Florida 33160 Tel: (305) 792-1702 If to the Stephen C. Smith, P.E. Consultant: Vice President Craig A. Smith & Associates, Inc. 7777 Glade Road Suite 410 Boca Raton, Florida 33434 Tel: (954) 782-8222 12. GOVERNING LAW. This Agreement shall be go :•erred by and construed in accordance with the laws of the State of Florida. Venue shall be in Miami -Dade County, Florida. 13. AUDIT. The Consultant shall make available to the City or its representative all required. financial records associated with the Agreement for a period of Three (3) years. 14. NON-DISCRIMINATION. The Consultant agrees to comply with all local and state civil rights ordinances and with Title VI of the Civil Rights Act of 1984 as amended, Title VIII of the Civil Rights Act of 1968 as amended, Title l of the Housing and Community Development Act of 1974 as amended, Section 504 of the Rehabilitation Act of 1973, the Americans with Disabilities Act of 1990, the Age Discrimination Act of 1975, Executive Order 11063, and with Executive Order 11248 as amended by Executive Orders 11375 and 12086. The Consultant will not discriminate against any employee or applicant for employment because of race, color, creed, religion, ancestry, national origin, sex, disability or other handicap, age, marital/familial status, or status with regard to public assistance. The Consultant will take affirmative action to insure that all employment practices are free from such discrimination. Such employment practices include but are not limited to the following: hiring, upgrading, 6 C1314-014 CRAIG A. SMITH & ASSOCIATES 206 City of Sunny Isles Beach 18070 Collins Avenue, Sunny Isles Beach, Florida 33160 (305) 947-0606 phone (305) 949-3113 Fax demotion, transfer, recruitment or recruitment advertising, layoff, termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. The Consultant agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the City setting forth the provisions of this non- discrimination clause. The Consultant agrees to comply with any Federal regulations issued pursuant to compliance with Section 504 of the Rehabilitation Act of 1973 (29 U.S.C. 708), which prohibits discrimination against the handicapped in any Federally assisted program. 15. CONFLICT OF INTEREST. The Consultant agrees to adhere to and be governed by the Miami -Dade County Conflict of Interest Ordinance Section 2-11.1, as amended; and by the City of Sunny Isles Beach Ordinance No. 99-82, which are incorporated by reference herein as if fully set forth herein, in connection with the Agreement conditions hereunder. The Consultant covenants that it presently has no interest and shall not acquire any interest, directly or indirectly which should conflict in any manner or degree with the performance of the Services. The Consultant further covenants that in the performance of this Agreement, no person having any such interest shall knowingly be employed by the Consultant. The Consultant guarantees that he/she has not offered or given to any member of, delegate to the Congress of the United States, any or part of this contract or to any benefit arising therefrom. 16. INDEMNIIFICATION AND WAIVER OF LIABILITY. The Consultant agrees, to the fullest extent permitted by law, to defend, indemnify and hold harmless the City, its agents, representatives, officers, directors, officials and employees from and against claims, damages, losses and expenses (including but not limited to attorney's fees, arbitration costs, and costs of appellate proceedings) relating to, arising out of or resulting from the Consultant's negligent acts, errors, mistakes or omissions relating to professional services in the performance of this Agreement. The Consultant's duty to defend, hold harmless and indemnify the City, its agents, representatives, officers, directors, officials and employees shall arise in connection with any claim, damage, loss or expense that is attributable to bodily injury; sickness; disease; death; or injury to impairment, or destruction of tangible property including loss of use resulting therefrom, caused by any negligent acts, errors, mistakes or omissions related to professional services in the performance of this Agreement including any person for whose acts, errors, mistakes or omissions the Consultant may be legally liable. The parties agree that One Hundred Dollars ($100.00) represents specific consideration to the Consultant for the indemnification set forth in this Agreement. 17, COMPLIANCE WITH LAW. Consultant shall comply with all laws, regulations and ordinances of any federal, state, or local governmental authority having jurisdiction with respect to this Agreement ("Applicable Laws") and shall obtain and maintain any and all material permits, licenses, approvals and consents necessary for the lawful conduct of the activities contemplated under this Agreement. 18. CONFLICTING PROVISIONS. The terms and conditions in this Agreement supersede any other conflicting provisions that are contained in any other document, including C1314-014 CRAIG A. SMITH & ASSOCIATES 207 City of Sunny Isles Beach 18070 Collins Avenue, Sunny Isles Beach, Florida 33160 (305) 947-0606 phone (305) 949-3113 Fax any attachments hereto. If there is a conflict or inconsistency between any term, statement, requirement, or provision of any attachment attached hereto, or any document or events referred to herein, or otherwise incorporated by reference, the term, statement, requirement, or provision contained in this Agreement shall prevail and be given superior effect and priority over any conflicting or inconsistent term, statement, requirement or provision contained in any other document or attachment, including but not limited to Attachment "A", attached hereto. 19. NUSCELLANEOUS. A. In the event any provision of this Agreement is found to be void and unenforceable by a court of competent jurisdiction, the remaining provisions of this Agreement shall nevertheless be binding upon the parties with the same effect as though the void or unenforceable provisions had been severed and deleted. B. This Agreement may be executed in multiple identical counterparts, each of which shall be deemed an original for all purposes. C. This Agreement shall constitute the entire agreement between the parties with respect to the subject matter hereof, and it shall supersede all previous and contemporaneous oral and written negotiations, commitments, agreements and understandings relating hereto. D. Any modification of this Agreement shall be effective only if in writing and signed by the parties to this Agreement. E. No waiver of any provision of this Agreement shall be valid or enforceable unless such waiver is in writing and signed by the party granting such waiver. [remainder of page intentionally left blank] 8 C1314-014 CRAIG A. SMITH & ASSOCIATES a a 208 City of Sunny Isles Beach 18070 Collins Avenue, Sunny Isles Beach, Florida 33160 (305) 947-0606 phone (305) 949-3113 Fax s. IN WITNESS WHEREOF, the parties hereto have executed this Agreement in triplicate on the day and year first written above. WI S:C G A. SMIT &ASSOCIATES Signature BY: / Stephen C. Smith, .E-., President Print Name ATTEST: CITY OF SUNNY ISLES BEACH CViv c BY: ��rfl�✓1�C/ ]ane A. I -fines, MMC, City Clerk N ' an S. Edelcup, Mayor 9 C1314-014 CRAIG A. SMITH & ASSOCIATES APPROVED AS TO FORM PIE CRAIG A. SMITH & ASSOCIATES 7777 Glades Road - Suite 410 - Boca Raton, Florida 33434 CONSULTING ENGINEERS - SURVEYORS - UTILITY LOCATORS - GRANTSPECEALtM January 8, 2014 Ms. Helen Gray, P.E. City Engineer City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 RE: 174th Street Storm Water and Pavement Improvements Dear Ms. Gray, W W W. C R A I G A S M I T H. C O H Per our meeting with Elka Linton -Dorsett and Bill Evans, the City has determined that they wish to perform a full reconstruction of 174th Street from Collins Avenue to North Bay Road and a complete milling and resurfacing from North Bay Road to the western terminus of 174th Street. The preference is also to extend the stormwater system to the west to tie into the North Bay Road outfall. In addition, the City would like to reconstruct sidewalk as needed to include ADA compliance, provide traffic calming devices, replace curb and gutter as needed, minimize median openings, add conduit sleeves to medians for future use, include a construction phasing plan to provide uninterrupted use of City Bus Shelters and landscape within the right of way and project limits. Due to the assumed subsurface conditions, a geotechnical evaluation will be required to determine the extent of the existing unsuitable material and establish a suitable roadway cross section to property support the roadway infrastructure and its components. Depending on the outcome of the geotechnical testing, it may be necessary to provide a structural reinforcement to the base material in the form of geo- grid or alternative as well as possible structural support fo`r drainage structures. The City has also requested that CAS prepare the necessary contract documents and specifications for the project, oversee the bid process and contract award for construction. Lastly, it is understood that in the future, the City would like CAS to perform adequate site inspection and engineering services during construction to provide final project certification. CAS is pleased to provide the required services needed to complete the described project. The limits of the project will be on 174th Street beginning at the east end at Collins Avenue (SR-A1A) to western limits of 174th Street. Also included will be necessary Survey of North Bay Drive from approximately 260 feet north of 174th Street to approximately 300 feet south of 174th Street. The total linear footage of the project is approximately 2,515 feet, just less than one half mile. 954•.782.8 22-2 --•S6.4.7 9S4.766.8927 ATTACHMENT "A" -- = 0 5.4 6 1.. 4-4 1 0 x 791.9818 210 Services Required: SURVEY Physically locate all above ground visible improvements within the Right of Way of 174th Street from approximately 450 feet East of North Bay Road to its Westerly terminus (approximately 1,050 feet West of the centerline of North Bay Road). In addition, included will be the location of all above ground visible improvements within the Right of Way of North Bay Road from approximately 260 feet north of 174th Street to its Southerly terminus (approximately 300 feet south of 174th Street). Trees and landscaped areas will be located and shown. Plan view elevations will be shown as relative to North American Vertical Datum of 1988 (NAVD '88) at pertinent points for facilitation of Engineering Design. Utility locates will be shown as field marked by CAS Utility Locates Department and up to 20 soft digs located and also shown. The base map prepared will be updated and provided to the Engineering Department as well as a Map of Specific Purpose Survey for submittal to entities of interest. Fee UTILITYLOCATES $14,037.00 Coordinate with Sunshine State One -call Center Member Operators through Design Ticket request and Vacuum Soft Ticket Entry. Meet locators, identify existing known facilities, perform supplemental Electro Magnectics (EM) and Ground Penetrating Radar (GPR) locates to substantiate reported locations, coordinate with CAS survey for depiction on base map. Perform a maximum of 10 additional exploratory non- destructive vacuum excavations ($275 each) of potentially conflicting utility locations. Provide data indicating actual horizontal and vertical location of conflicting utilities and coordinate with CAS survey. Fee $5,150.00 ENGINEERING DESIGN Utilizing the Specific Purpose Survey, Utility Locates and records research information gathered, GAS will provide engineering design services necessary to prepare construction plans to include stormwater facilities and roadway reconstruction of 174th Street as requested and described above. Fee $75,000.00 �e U 211 GEOTECHNICAL TESTING Provide all labor, materials and equipment necessary to perform seventeen 0 7) Standard Penetration Tests to a depth of 40 feet in accordance with ASTM Standard Test Method D-1586. Fee PERMITTING $19,618.50 Prepare and submit permit applications for roadway and stormwater construction. Applications will include FDOT connection permit, City of Sunny Isles Beach permits, MDC stormwater permit and SFWMD permit. Respond to two RFI's per permit application. Fee $9,500.00 CONSTRUCTION COST ESTIMATES Prepare detailed construction cost estimate including pay items for each construction component, the quantity of each and a tabulation of the estimated unit prices for each. Fee $2,500.00 CONTRACT DOCUMENTS & SPECIFICATIONSIBIDDING SERVICES Preparation of contract documents and specifications required for the construction of the project. CAS will also assist during the advertisement and bidding process as directed by the City. Fee $7,500.00 TOTAL CURRENT FEE FOR DESIGN RELATED SERVICES $133,305.50 FUTURE SERVICES E 57 CONSTRUCTION OBSERVATION GAS will provide one qualified full time Senior Field Representative to perform construction observation services. These services will be provided for a construction duration of 6 months or additional months as needed. 212 E 57A ENGINEERING SERVICES DURING CONSTRUCTION CAS will provide one qualified Engineer to perform Project Management Services for the duration of the construction. Duties will include review of inspection reports, contractor pay requests, project documentation, conflict resolution, client liason and final project certification. These services will be provided for a construction duration of 6 months or additional months as needed. I trust that we have provided all services you have requested. Additional services will be provided hourly based on our contracted rate schedule or negotiated prior to work being performed. Should you have any questions or need any additional information, please do not hesitate to contact me directly. We look forward to providing these services and look forward to hearing from you ncerelykCith, Stephen P.E. Vice President Craig A. Smith & Associates Cc: Gene R. Schriner, P.E., CAS 213 • • TO: VIA: FROM: DATE: RE: City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, Florida 33160 (305) 947-0606 City Hall (305) 949.3113 Fax MEMORANDUM The Honorable Mayor and City Commission Christopher J. Russo, City Manager Helen Gray, PE, City Engineer 1/16/2014 A Resolution and Agreement with Craig A. Smith & Associates for Professional Services for the 174 Street Drainage Project RECOMMENDATION: We recommend City Commission approve the resolution. REASONS: The adopted City budget previously included a capital project to construct drainage improvements on 174 Street from Collins Avenue to approximately the west side of the Winston 600 Building. Given extensive deterioration of the roadway, in the FY 13/14 budget, City Commission approved expanding the project to include reconstructing substantial portions of the roadway in addition to constructing new drainage infrastructure. To implement this project, additional professional engineering services are needed and are detailed in the contract. Not included in this contract are possible future construction phase services that may include on-site field observation and inspections, project management and construction contract support services, and certification of the project as will be required by various permitting agencies. In addition, Luke's-Sawgrass Landscape will be preparing revised landscaping schemes for future City consideration and eventual implementation. COST: Not to exceed $133,305.50 from Account No. 45.600-5691. Agenda Item No.10D ra F E. Date 1/16/_701.1 e 61 214 ATTACHMENTS: • Resolution • Agreement • E Agenda Item NOOK Rate'/16/2014 U 62 215 Craig A. Smith & Associates, Inc. Engineers • Surveyors . Subsurface Utility Engineering • 3D Subsurface Imaging • Utility Coordination CITY OF MIAMI BEACH PALM AND HIBISCUS ISLAND STORMWATER AND ROADWAY IMPROVEMENTS Responsibilities: Project Description: The Palm and Hibiscus Island Stormwater and Roadway Improvements is a Capital Improvement Project structured as a design/build with Lanzo Construction. CAS was responsible for the drainage system, roadway design and harmonization components of the CIP. The design incorporated engineering techniques to reduce future sea level rises such as elevating the existing roadways, increasing the size of the drainage system, providing water quality, installing three pump stations and backflow prevention devices to avoid extreme high tides from re-entering the systems. Total CAS engineering design costs for the project was $404,154. Estimated costs for the project is $8 million. Project design began in January 2014 and was completed in November 2015. Construction for this project is on-going. Survey, engineering stormwater design, drainage calculations and modeling, cost estimates, permitting, and engineering services during construction. Key Personnel: Stephen C. Smith, P.E. - Senior Vice President; William H. Landis, P.E. - Senior Supervising Engineer; Orlando A. Rubio, P.E. - Senior Supervising Engineer; Al Caruso, E.I. - Project Engineer; Robert D. Keener, P.S.M. - Vice President -Survey; James Driscoll - Director of Utility Locates 216 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 . www.craigasmith.com • LB3110 SUBCONTRACT AGREEMENT LANZO CONSTRUCTION CO., FL 125, S.'a.. 5th COURT DEERFIELD BEACH* FL 33441 Piione . 954-979-0802 su:bco*ntracc-Eot:-, WADE TRIM "'INC. -8010 WOODLAND CENTER BLVD. TAMPA- -FL 33.614 Phone' (813)8.82-4373 Tax- (613*)888-7215 Scope of Work: lte-mf C/Codd Units Unit/D', Description 2 -96-6D,06 S.00 IS inginee'ring Design -& Engineering Servitwes D&de: 07-06-2015 Lanza Job 00170430 ,Subcontr8Lct. 52449 Retainage: Project: City of Miami Beach Hibiscus uriit� cost 'Amount This Subcontr4ct is 'subject to the attached. "Subcontract. General CQndi.tlons Agreed. WADE TRIK'INC. :Prsqv0'Namt.- 117f0&W5 Date: Si-grature:. iNZO CONSTRUCTION 217 directed, in writing, by Contractor. Such communications shall be promptly facilitated. Engineer's access to Owner shall not be unreasonably withheld. D. Contractor and Engineer acknowledge each other's legal obligation with respect to public health and safety and will cooperate with each other to help ensure compliance with these obligations. 2.00 (NOT USED) ARTICLE 2—PROPOSAL PHASE ARTICLE 3 --BASIC SERVICES 3.00 General A. Engineer's Basic Services shall include all professional engineering services as required in Exhibit A, Scope of Services. B. During its performance of the Work, Engineer shall advise Contractor as to the necessity of Contractor's providing, or obtaining from others, data or services of the types described in paragraph 5.01 which are not part of Engineer's Basic Services, and assist Contractor, as appropriate, in obtaining such data or services. 3.01 Review and Update DCP Reports, Existing Base Sheets, and 30% Design Drawings Phase A. After written notice to proceed from Contractor, Engineer shall: 1. Consult with Contractor, and if required, with Owner, to define, clarify, and review data Contractor provided to Engineer and Owner's and Contractor's requirements for the 30% Design Drawings Phase of the Project; 2. Attend such meetings as directed by Contractor, (As listed in attached Scopes of Services, Exhibit A 3. Analyze requirements of governmental authorities having jurisdiction to approve the portions of the Project designed or specified by Engineer and with whom consultation is to be undertaken in connection with the Project; 4. On the basis of the design requirements of the Project, prepare 30% Design Phase documents consisting of final design criteria, preliminary drawings, outline specifications and written descriptions of the Project; 5. Provide complete documentation of all design calculations and assumptions as Contractor requires; 6. Furnish the 30% Design Phase documents to and review them with Contractor and, if required, Owner. B. Engineer will submit the 30% Design Phase documents within the time period indicated in Article 6 of this Agreement. C. Engineer's services under the 30% Design Phase will be considered complete at the date when the 30% Design Phase documents have been accepted by Contractor and, if required, the Owner and governmental authorities having jurisdiction to approve the 30% Design Phase documents, if such approval is to be obtained during the 30% Design Phase. Contractor's acceptance shall not be unreasonably withheld. 2 218 3.03 Construction Phase (Price and scope included in Exhibits A and B although not included in current scope of work. This work is contingent upon NTP 2, by Owner) A. Upon written notice from Contractor that Construction has commenced and consistent with the progress of the Construction, Engineer shall: 1. Make Visits to the Site. When requested by Contractor, Engineer shall visit the site and observe the construction then in progress. Based on information obtained during such visits and such observations, Engineer shall endeavor to determine in general if such construction is proceeding in accordance with the drawings and specifications and advise the Contractor accordingly. During such visits and on the basis of such observations, Engineer will advise and consult with Contractor about the construction then in progress. Engineer may recommend to Contractor that Contractor reject or take other action deemed appropriate to any portion of the construction while in progress, whether performed by Contractor, Subcontractors or Suppliers, if Engineer believes that the construction in question will not produce a completed Project that conforms generally to the drawings and specifications or that it will prejudice the integrity of the design concept of the completed Project as a functioning whole. 2. Clarifications and Interpretations. When requested by Contractor, Engineer shall provide Contractor with necessary clarifications and interpretations of the drawings and specifications as appropriate to the orderly completion of their respective portions of the construction. Such clarifications and interpretations will be consistent with the intent of and reasonably inferable from the drawings and specifications. 3. Shop Drawings and Samples. When requested by Contractor, Engineer shall review and approve (or take other appropriate action in respect of) shop drawings and samples which Contractor is required to submit, but only for conformance with the information given in the drawings and specifications and compatibility with the design concept of the completed Project as a functioning whole. Such reviews and approvals or other action will not extend to means, methods, techniques, sequences, or procedures of construction or to safety precautions and programs incident thereto. 4. Substitutes. When requested by Contractor, Engineer shall evaluate and determine the acceptability of a reasonable number of substitute or "or -equal" materials and equipment proposed to Contractor by Subcontractors or Suppliers, and make revisions to drawings and specifications occasioned by the acceptance of substitute or "or -equal" materials and equipment. 5. Inspections and Tests. Engineer shall review certificates of inspections, tests and approvals required by applicable laws and regulations, and/or the drawings and specifications. Engineer's review of such certificates will be for the purpose of determining that the results certified indicate general compliance with the drawings and specifications and will not constitute an independent evaluation that the content or procedures of such inspections, tests or approvals comply with the requirements of the drawings and specifications. Engineer shall be entitled to rely on the results of such tests. B. Engineer shall not be responsible for the acts or omissions of Contractor, Subcontractors or Suppliers or of any other individual or entity performing or furnishing any portion of the construction, unless such acts or omissions are due to Engineer's work under this Agreement C. Engineer neither guarantees the performance of Contractor, Subcontractors or Suppliers nor assumes responsibility for their failure to furnish and perform their respective portions of the construction in accordance with the drawings and specifications, unless such failure . is due to Engineers work under this Agreement.. 4 219 10. Make payments to Engineer pursuant to Article 7; 11. Provide written authorization for Engineer to provide, as Additional Services, those items listed in Article 4 that are required for the Project; 12. Obtain and pay for the permits, approvals and licenses required for the design, construction and execution of the Project not obtained by Owner. B. Contractor shall be responsible for, and Engineer may rely upon, the accuracy and completeness of all reports, data and other information furnished pursuant to paragraph 5.01.A.4 to the extent Contractor generates such reports, data and other information. Contractor shall not be responsible for reports, data and information generated by others not employed by Contractor. Engineer may use such reports, data and information in performing or furnishing its services under this Agreement. ARTICLE 6—TIMING 6.01 General A. Unless specific periods of time or specific dates for providing services are specified in this Agreement, Engineer's obligation to render Services hereunder will extend for a period which may reasonably be required for the design and construction of the Project, including extra work and required extensions thereto. 6.02 Schedule of Services A. Review and Update DCP Reports and Existing Base Sheets, and 30% Design Drawings Review and Update of DCP Reports and Existing Base Sheets, and 30% Design Drawings will be submitted to Contractor for submittal to the Owner on or before (See Below). These dates are based on Engineer receiving Notice to Proceed by January 5, 2015. • Three calendar days prior to the timeframes identified in Exhibit A B. Detailed Design Detailed Design Drawings and Specifications will be submitted to Contractor for submittal to the Owner on or before (See Below). These dates are based on Engineer receiving Notice to Proceed by January 5, 2015. • Three calendar days prior to the timeframe identified in Exhibit A C. Construction Management Services Phase The Construction Management Services Phase shall commence with NTP 2 as issued by the Owner and consistent with the DCP. The Engineer will provide clarifications and interpretations of the drawings and specifications through the Project's scheduled substantial completion date of the Project. D. Project Close-out and Certification Engineer shall provide completed record drawings within 30 days of receiving complete submittal of final red lined drawings from Contractor or as required by the Owner. 6.03 Adjustments 220 C. For Additional Services. Contractor shall pay Engineer for Additional Services performed or furnished under Article 4 on the basis set forth in Exhibit B. D. For Reimbursable Expenses. Contractor shall pay Engineer for Reimbursable Expenses incurred by Engineer and Engineer's Consultants as set forth in Exhibit B. The sum payable for Reimbursable Expenses will include any markup factor indicated in Exhibit B. Reimbursable Expenses shall include, but not necessarily be limited to, the following: (NOT USED) E. For any payment called for under this Agreement and any claim or dispute under this Agreement, Engineer agrees that payment from the Owner to the Contractor is an express condition precedent to payment being due Engineer. 7.02 Invoices A. Preparation and Submission of Invoices. Invoices will be prepared in accordance with Engineer's standard invoicing practices and will be submitted to Contractor by Engineer at least monthly. The sum billed in each Invoice will be calculated on the basis set forth in Exhibit B. Invoices will be prepared using the values set forth in Exhibit B and progressed monthly in each monthly invoice to represent the work completed through each invoicing period. B. Unpaid Invoices. If Contractor fails to make payment to Engineer for services and expenses within 10 days after receipt of payment by Owner as set forth in this Agreement, interest shall begin accruing at the rate indicated in Exhibit B from said thirtieth day. Additionally, Engineer may, after giving seven days written notice to Contractor, suspend services under this Agreement until Engineer has been paid in full all sums due for services, expenses and late charges to the extent such sums have been paid by the Owner to the Contractor. Payments received will be credited first to interest and then to principal. C. Disputed Invoices. In the event of a disputed or contested Invoice, only that portion so contested and unpaid by the Owner may be withheld from payment, and the undisputed portion will be paid. D. Failure to Pay. In the event Contractor fails to make any payment due Engineer as called for in this Agreement, Engineer shall have the right, but not the obligation, to suspend or continue the suspension of its performance of Services or terminate this Agreement for cause. E. For any payment called for under this Agreement and any claim or dispute under this Agreement for payment, Engineer agrees that payment from the Owner to the Contractor is an express condition precedent to payment being due Engineer and the exercise of any rights under Section 8.02 hereof. 7.03 Payments Upon Termination A. By Contractor for Cause. In the event of termination by Contractor for cause under paragraph 8.02.A, and subject to Paragraph 8.03, payments to Engineer shall be as follows: 1. For any Basic Services completed as of the date of termination, payments due Engineer in accordance with this Agreement for all such services performed or furnished by Engineer and Engineer's Consultants will constitute total payment for such services; 2. For services performed or furnished in accordance with this Agreement by Engineer and Engineer's Consultants with respect to any uncompleted Basic Services prior to the date of termination, a sum determined in accordance with Exhibit B; and 221 8.02 Tennination A. The obligation to provide further services under this Agreement may be terminated by either party upon 30 days written notice in the event of .substantial failure by the other party to perform in accordance with the terms hereof through no fault of the terminating party. Notwithstanding the foregoing, this Agreement will not terminate as a result of such substantial failure if the party receiving such notice begins, within three calendar days of receipt of such notice, to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt thereof, provided, however, that if and to the extent such substantial failure cannot be reasonably cured within such 30 - day period, and if such party has diligently attempted to cure the same and thereafter continues diligently to cure the same, then the cure period provided for herein shall extend up to, but in no case more than, 60 days after the date of receipt of the notice. B. Contractor and Engineer may terminate this Agreement for convenience effective upon the receipt of written notice to the other only if the Prime Contractor is terminated. 8.03 Contractors Rights upon Termination of Engineer for Cause Upon termination of Engineer under subparagraph 8.02.A, Contractor may, to the extent permitted by taws or Regulations, finish Engineer's Services as Contractor may deem expedient. In such case, Engineer shall not be entitled to receive any further payment until the Services are completed. if the unpaid balance of Engineer's Compensation exceeds all costs, losses, and damages sustained by Contractor arising out of or resulting from completing the Services, such excess will be paid to Engineer. If such costs, losses, and damages exceed such unpaid balance, Engineer shall pay the difference to Contractor. Such costs, losses, and damages incurred by Contractor will be incorporated in a Change Order, provided that when exercising any rights or remedies under this paragraph Contractor shall not be required to obtain the lowest price for any such Design Professional Services performed. 8.04 Reuse of Documents A. All Documents including Drawings and Specifications provided or furnished by Engineer or Engineer's Consultants pursuant to this Agreement are instruments of service in respect of the Project, and Engineer and Engineer's Consultants, as appropriate, shall retain an ownership and property interest therein (including the right of reuse by and at the discretion of Engineer and Engineer's Consultants, as appropriate) whether or not the Project is completed. B. Contractor and Owner may make and retain copies of the Documents described in paragraph 8.04.A for information and reference in connection with the use and occupancy of the Project by Contractor and others; however, such Documents are not intended or represented to be suitable for reuse by Contractor or others on extensions of the Project or on any other project. C. Any reuse by the Contractor of the Documents described in paragraph 8.04.A without written verification or adaptation by Engineer and Engineer's Consultants, as appropriate, for the specific purpose intended, will be at Contractor's sole risk and without liability or legal exposure to Engineer, or to Engineer's Consultants. Contractor shall indemnify and hold harmless Engineer and Engineer's Consultants from all claims, damages, losses and expenses including attorneys' fees arising out of or resulting from Contractor's unauthorized reuse of the Documents. D. Any such future verification or adaptation of such Documents will entitle Engineer to further compensation at rates to be agreed upon by Contractor and Engineer. 8.05 Electronic Media 10 222 is mandated by law or the effect of this limitation may be restricted by law. Such consent will not be unreasonably withheld. Unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under this Agreement. 8.09 Dispute Resolution A. Contractor and Engineer agree that prior to filing any action in a court of law, they shall first submit any and all unsettled claims, counterclaims, disputes and other matters in question between them arising out of or relating to the Agreement or the breach thereof to mediation. B. Contractor and Engineer agree that If mediation is not requested within 30 days after the dispute arises, the mediation requirement is waived. C. If the parties fail to resolve the dispute after conducting mediation or after a waiver of mediation, either party may institute a suit, and the claim shall be determined by a court of competent jurisdiction in accordance with the venue provision set forth in this Agreement. D. Except for reasons set forth in Paragraph 7.02, the parties shall continue to perform all of their obligations hereunder while such dispute is pending. In no event shall either Parry be entitled to suspend or otherwise delay the performance of its work under this Agreement, and Engineer shall perform as directed by Contractor, in a diligent manner and without delay, and shall comply with all instructions of Contractor and all provisions of this Agreement while any such dispute is pending, except for reasons set forth in Paragraph 7.02. E. The prevailing party in any action, hearing, procedure or proceeding, including, without limitation, legal actions, arbitrations, mediations, administrative procedures or hearings, and similar proceedings, arising from or relating to this Agreement shall be entitled to an award of legal fees, costs and expenses. "Legal fees, costs and expenses" as used in this Subsection includes, without limitation, the following in connection with the evaluation, preparation, pursuit, prosecution and/or defense of any right, claim or cause of action arising from or relating to this Agreement: (i) all attorneys' fees, costs and expenses, including attorney travel time; (ii) all expert fees, costs and expenses, whether the expert testifies or otherwise; (iii) all fees, costs and expenses actually incurred in connection with lay witnesses called to testify; and (iv) all of the foregoing incurred during all phases of the claim resolution procedures set forth elsewhere herein. 8.10 Indemnification A. Pursuant to Section 725.08, Florida Statues, Engineer shall indemnify and hold harmless Owner, Contractor and their officers, employees, agents and instrumentalities ("Indemnified Parties") from liability, losses or damages, including attorneys' fees and costs of defense, which Owner, Contractor and their officers, employees, agents or instrumentalities may incur as a result of claims, demands, suits, causes of actions or proceedings of any kind or nature to the extent arising out of, relating to or resulting from the negligence, recklessness, or intentionally wrongful conduct of Engineer or its employees, agents, servants, partners, or principals in the performance of this Agreement. Engineer expressly understands and agrees that any insurance protection required by this Agreement or otherwise provided by the Engineer shall in no way limit the responsibility to indemnify, keep and save harmless Owner, Contractor or their officers, employees, agents and instrumentalities as herein provided. The provisions of this Section shall specifically survive the termination of this Agreement. The provisions of this Section are intended to require Engineer to furnish the greatest amount of indemnification allowed under Florida law. To the extent any indemnification requirement contained in this Agreement is deemed violative of any law, that provision shall be deemed modified so that Engineer shall be required to furnish the greatest level of indemnification to Contractor and the Owner, their officers and their agents and employees as was intended by the parties hereto. 12 223 1.. Exhlbit.,A,: "Further Description of Design Professionai Services and Related Matters,. (Scope -of Services)" consisting of 13 pages. 2. Exhibit B, Payments to Engineer for Design Professional Services," consisting;of' 1 pages: 3., Exhibit C,. "lnsurance_," consisting of 2 pages, 9.o2 Cbntractlnferpretafion= A. This Agreement as defined, in paragraph 1.U1(A).:constitutes the entire agreement betvreen Contractor and Engineer. and,supemedes all prior written or oral understandings. B. This Agreement may pnly be amended, .supplemented, modified or cancelled by a written agreement executed by both the Contractor and the Engineer. C. This Agreement anddthe Prime .Contract, whenever possible, shall be construed sand interpreted in a consistent and harmonious manner. However, in the: event there are conflicting or contradicting provisions between the terms of the Prime Contract and this Agreement, the terms of this Agreement shall take precedence and govern the relationship between Contractor and Engineer. D. Tithes and captions herein are for convenience -and snail be disregarded in the interpretation of the Contract. E. Contractor and Engineer acknowledge that they have boon reptesented by competent legal counsel in the.. negotiation of this'Agreement and all of the terms and conditions herein were drafted jointly and. subject to each party's review; comments. and negotiations and consequently, no provision of this Agreement shaft be construed against .a party on the grounds it was 'the drafter of the - Agreement. IN WITNESS WMEREbF, the parties hereto ,have executed this Agreement to be effective as of the - date first above written. AJ Contractoc� .T Qn Z-0 4 5 Engi er: kkle 1AL14 / $ %�' r r✓ C� / it t C �e- P � e -,S f� Go t', >� title: C I/CGL /C��2dc� 7 Title: Address for giving notices' Address for giving notices: 30/0 Designated Representative: Designated Representative; 14 224 Description of Design Professional Services and Related Matters Scope of Services See attached (13) pages of Scope of Services, Identified as Schedule A: Professional Services Agreement Between the City of Miami Beach & Lanzo Construction Palm and Hibiscus Islands Right of Way Improvement Project, dated 11/13/2014. In the use of Design Builder, the reference shall be to mean (Wade Trim), unless identified as other. Page i of 14 Pages (Exhibit A — Scopes of Work and Fees for Services) 225 Stone Water System: The DESIGN-BUILDER shall familiarize itself with the DCP in order to design and construct the proposed stone water system improvements within the established design guidelines, PWD Manual and other agencies having jurisdiction. Utilizing an updated survey containing finished floor data, all road right-of-ways within the limits of the Project shall be reconstructed to newly targeted elevations as requested by Owner. Minimum gutter elevation shall be established where reasonably possible at elevation 2.78' NAVD. Additional design considerations will be made to maintain positive drainage from the private lots. Both Islands may be served by up to four (4) stonnwater pumping stations; 2 stations per island. The stonmwater network shall be resized and reconfigured from its original 30% design provided in the DCP. The DESIGN-BUILDER will design the drainage system to rneetthe guidelines and performance criteria as required In the updated DCP. All road rights-of-way within the limits of the Project shall receive upgraded drainage Improvements that include but are not limited to the following: new piping, catch basins, yard drains, manholes, control structures, forcernaln outfalls, and hydrodynamic water quality treatment units. The Design-Builder shall further familiarize itself with the reels€onto the RCP In orderto design and construct the proposed storm water system improvements within the established design guidelines. The alternate design may include two (2) pump stations on Palm island and either one (1) or two (2) pump stations on Hibiscus island depending on available area for siting the stations. Electrical design will include pourer and control systems for each ofthe pump station (and may Include emergency generator} as described in the revised DCF. Structural drawings for the final pump station shall be designed by a Structural Engineer. VIlty Undenzroundinm, The DESIGN-BUILDER shall familiarize itself with the DCP in order to perform the scope required for utility undergrounding at Hibiscus Island within the established design guidelines, PWD Manual and other agencies having jurisdiction. The Project scope includes undergrounding of aerial utilities on Hibiscus Island only and shall be coordinated between all utility companies. The DESIGN-BUILDER shall Install Infrastructure as outlined in the DCA in preparation of the utilities being located underground. All conduits shall be installed with pull strings for use by the installing utility contractor and in accordance with the utility company's criteria and specifications. Street Lighting System: The DESIGN-BUILDER shall familiarize ttselfwith the DCP In order to design acid construct the proposed street lighting system within the established design guidelines. The DESIGN-BUILDER shall coordinate the removal and relocation of the er,',sting fixtures with Florida Power and Light (FPL), Atlantic Broad Band (ABS), AT&T, and the CITY. SanitarySewer. Rehabilitation of the Sanitary Sewer system shall Include lining of existing sewer lines that have not been rehabilitated (sanitary map and CCTV sanitary lines Inspection report dated 7/31112) as well as )lning of all manholes within the system. The scope of services requires that all existing and proposed aboveground improvements be coordinated with existing and proposed below -ground infrastructure improvements, which may include the fbilowing tasks: Storm Water system; Replacement of water mains, Including lining of existing sanitary sewer lines; and Coordination with other entities including, but not limited to, FPL, AT&T,A86 and others that may exist within the public right-of-way. The DESIGN -BUILDER shall be tasked with the following duties and responsibilities, .Q,) n 226 harmonization, and water service relocation. The PWD Manual can be found at www.miamibeachfi.gov/publicworks/engineering/engineering manual.aspx Task 2.1-- Review and UndaW DCP Reaorss and ReuiPW EAct i+0, Erse shams DESIGN -BUILDER. shat) verify/update the Information presented In the DCP and neviewthe preliminary design drawings, prepared by the Project's DESIGN CRITERIA PROFESSIONAL, to the extent necessary to ensure that the proposed Improvements do not negatively impact ex sting%proposed h0litles and to fulfill the requirements as the Successor Professionat Engineer. DESIGN -BUILDER shall: review the preliminary drainage report prepared by Stantee Consulting Services, Inc.; review the geotechnical survey report prepared by Professional Services Industries dated October 9, 2012 and shall verify/update the information to the extent necessary; obtain utility drawings from franchise utility companies and perform soft digs to Identify utility conflicts; review the preliminary traffic report prepared by Stantec Consulting Services; review the bridge evaluation report and assess the bridge's limitations for all construction methodology, equipment; and access; review the Preliminary Encroachment Analysis prepared by Rosenberg Gardner Design and provide an update to the encroachrhent analysis as required; review the Contamination Screening Evaluation Report prepared by Professional services Industries dated August 9, 2012; review the Video inspection Report and provide written recommendations for sanitary sewer improvements if required; review and revise as needed the Driveway Harmonization License Agreement between Individual homeowners and the CITY; review and revise as needed the water service relocation on private property document between individual homeowners and the CITY; and review the topographic survey performed by HADDONE CORP Surveyors and Mappers dated April 18, 2012 for Palm Island and May 6, 2012 for Hibiscus Island and verify/update the information presented to the extent necessary. Dellverables: -Perform forensic and survey work as noted. Provide updated base drawings reflecting current conditions and an accompanying report describing the findings and/or recommendations discovered during the review of the documents described above. Schedule: -Within 45 calendar days after Issuance of Task 2 — Design Phase Notice to Proceed. Task 2.2 —Detailed D,edga; DESIGN -BUILDER shall prepare all contract documents In compliance with PWD Manual and DCP standards. Technical specifications shall be prepared In conformance with Construction Specifications institute (Cst) formats. The CITY, through the PWD Manual and DCP, shall fumish the DESIGN -BUILDER whh standard CiTY specification outlines for Divisions 1, 2,3 and 16 as noted in the PWD Manual and DCP. DESIGN. BUILDER shall provide additional sections that the DESIGN -BUILDER may require, not already provided through the CITY standards, subjectto review and comment by the C17Y. DESIGN -BUILDER must review CITY standards and adopt and change/update where necessary. Any supplier listing required by specifications shall include a minimum of two (2) named suppliers and shall meet all applicable CITY and State of Florida procurement codes. Specifications shall be provided to the DESIGN -BUILDER in "Microsoft MS -Word' format. DESIGN-BUIIAER shall use the same software In all Project related work. DESIGN -BUILDER shall utilize base front-end documents provided by the CITY. DESIGN -BUILDER shall edit accordingly to result in a Project specific document. Any requirements for Supplementary General Conditions shalt be subject to review and acceptance by the CITY. 211 227 Schedule: - Complete 30% document submittal within 75 calendar days after the issuance of Task 2 r Design Phase Notki -to-Proceed. Complete 60% document submittal within 4S calendar days after after receiving review comments from various City Departments on 30% submittals and completion ofCDRM.. - Complete 90% document submittal within 45 calendar days after receiving review comments from various qty Departments on 6099' submittals and completion of CDRM. Permit submittal to applicable regulatory agencies will commence upon completion of 90 percent documents. - Complete 100% document (Bid. Set) submittal within 15 calendar days after recnipt of all comments from regulatory agencies. The 100% construction documents must include PWD's approval stamp (indicating PWIYs acceptance). MIMmurn Design Features to Be Shown on Drawrtngs The DESIGN -GUILDER shall note that the faollowing criteria Indicate the minimum design standards to be shown on drawings and shall comply with the PWD Manual. The DESIGN-SLfiLDER is encouraged to review and recommend changes as It deems necessary, subject to the review and acceptance of the CITY. Existing Conditions and Demolition Pians ■ Provide drawings that Indicate the existing condltfans known in the field at the time of the survey, Including any otherinformatlon discovered In the field during preliminary design ■ Provide drawings that Indicate the limits of the existing features planned fordemolltfon Paving, Grading and Drainage Plans o Show existing grade/ topography, centerline roadway, edge of pavement, back of sidewalk, top of curb, gutter flow fine Q Show proposed grade along the centerline of the road at 50 centers, limits of road work, Inlets, curb and gutter and -sidewalk Show limits of demolition / removal a Show limits of proposed work. Identify all surface features of all existing and proposed work Identify driveway locations identify proposed structures ■ identify linear footage of pipe, pipe invert elevation, diameter and material Paving, Gmdtng and Drainage Details • Show proposed Cross sections with topographical information at key locations Identify the following minimum information on cross sections: Existing utilities (Based on record research and sunshine one -call design tickets) Proposed road slope, lane width, sidewalk width and surface features within the right-of-way 27A 228 Task Z.3 — A2ft t ChnAnslab€city Review and Vaasa sngineerintt. To verify that the DESIGN- BUILDEWs design Is In compliance with PWD Manual and DCP requirements, the CITY will conduct design submittal reviews on the 30%,60%,9D%, and 100% Project design documents. The 100% design completion stage submittal will be used by the DESIGN-BUILDER to permit the Projectthmugh all. internal CITY reviews. The purpose of these reviews shall be to verify that the documents are consistent with the design Intent as set forth In the DCP dated November 4, 2014. These documents shall be furnished: as bound 8-1/2- Inch by 11-inch technical specifications and full-size (22-inch by 34-Inch) and half size (114nch by 17- Inch) drawings. The applicable CffY Departments shall perforin reviews on these documents and provide written comments (in "Excel" spreadsheet format) back to the DESIGN-BUILDER within 10 calendar days of receipt by the CITY. Following receipt of comments by the DESIGN-BUILDER, a meeting may be scheduled between the CITY and DESIGN-BUILDER to discuss the Intent and review of the comments. Subsequently, the DESIGN- BUILDER shall address how each comment was resolved, within 10 calendar days after the review session and/or receipt of the comments. The responses shall be in the spreadsheet format provided to the DESIGN-BUILDER. The DESIGN-BUILDER shall address all review comments. The CITYwill perform constructability reviews of the design documents relative to value and construction sequencing. These reviews shall be based upon Wand 40 percent design submittals received from the DESIGN-BUILDER and shall be conducted concurrently but separatelyfrom the 60 and 90 percent design reviews noted above, Constructabliity review meetings shall be held to discuss the DESIGN-BUILDEWs proposed construction sequenc€ng restrictions. The CITYs review of the contract documents shall not relieve the DESIGN-BUILDER from its responsibility to the CITY with regard to the quality and completeness of its contract documents, Deihrerables: - Attend meeting with the CITY to review and discuss design constructability and value comments. - Prepare written responses to comments made during reviews. Schedule: - Complete concurrently with Design Prase schedule. Task 2.4 — Oevelots QuaranteedMjgMum Pricing, The DESIGN -BUILDER shall prepare and submit to the CITY a draft and final Guaranteed Maximum Price (GMP) at the 6056 and 90% design completion stage submittals, respectively. Once the IW%Completion stage submittal is submitted and stamped approved by PWD, the DESIGN -BUILDER will confirm its Final Guaranteed Maximum Price to the CITY to complete Phase 2 of the Project. Deliverables. - Furnish sit (6) sets of the draft GMP at the 60 percent design completion phase and six (6) sets of the final GMP at the 90 percent completion stage to CITY, in MS -Excel electronic disc format, concurrently with the design submittals noted in Task 2.2. The GIVIP package submittal shall be provided to meet the requirements of Section 4.3 of the Design -Build Agreement - Attend meetings with the CITY to review and discuss cost estimates and submittal Information. A129 229 City of Miami Beach barking Department a City of Miami Beach Parks Department City of Miami Beach Planning Department City of Miami: Beach Public works Department Miami )ade County Department of Regulatory and Economic Resources (RER) n Mlaml-Dade County Water and Sewer Department Miami -Dade County Public Works Department is Miami -Dade Department of Health and Rehabilitative Services South Florida Water Management Department a Florida Department of Environmental Protection U.S. Army Corps of Engineers V U.S. Environmental Protection Agency Notwithstanding the above, the CITY's failure to identify governmental authorities that have jurisdiction over project shall not relieve DESIGN -BUILDER from its sole responsibility to procure all requisite permits. Deiiveratstes: - Correspond with noted jurisdictional authorities to establish permitting requirements. - Revise documents and respond to permitting Inquiries as required. - Attend meetings with the Ct i Y, and/or permitting agency staff as required to review, discus and linaiize permit procurement. Schedule: - Complete concurrently with Design Phase schedule. 1185k ZX —The D 5JGN-8Ull1)9K,L Qf;= Of E3921e0 Doeumentr DESIGN -BUILDER shalt establish and maintain an in -louse Quality Assurance / Quality Control (QAI EC) program designed to verify and ensure the quality, clarity, completeness, and constructablilty of its design documents. The CITY, at its dlscretlon, may require the DESIGN -BUILDER attend public meetings or meetings with Qty Staff to review the status and present results of Its QAIM efforts. Items to be addressed may include, but shall not be limited to, review of specifications by respective technical experts and review of the documents to ldentWy conflicts and Inconsistencies between the various project disciplines. Task 2.9 —DESIGN-i3UlLDER-Chrersleh As required in Section 5 of the Agreement, the DESIGN -BUILDER shall supervise the design services undertaken by any and all of its design consultants and oversee and superv;se the value engineerin& the Community Meetings and the production of the varying stages of the cost proposals. Task 3—As-Bid Contract Docurneirts The purpose of this Task is to establish requirements for the preparation of as-btd contract documents for the ProjeLt. Task deliverables shall comply with minimum requirements of the PWD Manual (latest edition). �asrs a.i—conrorrrc acrd corrtsact D6cun�+nrsr Upon completion of construetabiilty reviews, value engineering discussions, and revisions made during the negotiation of the GMP, the DESIGN -BUILDER shall Incorporate revisions to the drawings as appropriate and as approved by the City to farm the As - 10 212 230 Schedule: -Weekly throughout the Project duration. TTa5k J— I?rocessTnrr of Shorn QrawlM: The DESIGN -BUILDER will provide shop drawings to the CITY for their review. The CITY shall have fourteen (14) calendar days from the time of receipt in Its office, to review and return shop drawings to the DESIGN -BUILDER. The DESIGN -BUILDER will address each of the CIIY's comments, in writing. Dellverablew -Provide three (3) wples of shop drawings to the CITY. -Provide written responses to the CITY of all shop drawings review comments Schedule: - -ongoing through Project duration. Task 4.4— Construction Inspections: The DESIGN -BUILDER shall provide construction Inspections (not - to -exceed 36 -hours per week) through Project completion and final certification, to provide an adequate quality of observation as required to reasonably verify that critical elements of the Project are being complied with, and that the general intent of the contract documents is being met. The DESIGN-BUILDEWs field staff shall be on-site part-time as warranted. The construction Inspections shall monitor all Contractor work crews. In general, the DESIGN -BUILDER shall observe the construction of the Work and-- a) nd_ a) Conduct on-site nb+servafions of the Work in progress to assist in determining If the provisions of the contract documents and permit conditions are being fulfilled. DESIGN -BUILDER shall report, to the CITY, in writing, whenever It is believed that Work does not conform to the contract documents, does not meet the requirements of Inspections, test, or has been damaged prior to final payment. b) Maintain a daily log of Work performed. The daily notes shall include records of when the DESIGN -BUILDER is on the jab -site, weather conditions, change orders, or changed conditions, list of job site visitors, daily drilling and testing activities, observations in general, and specific observations in mon: detall as in the case of observing test procedures. Record, In wrtting, the outcome ofthese inspections. DESIGN -BUILDER shall Identify any utilities damaged and verily that the Contractor has notified the respective utlilty owner. c) Verify that tests, equipment and systems4tart-up are conducted In the presence of appropriate personnel and maintain adequate records thereof, and observe, record, and report appropriate details relative to the test procedures and start-up. d) Provide a photographic record of the construction, beginning with pre -construction documentation and completing with post -construction photographs. Photographs shall be digital snapshot type taken to define the progress of the Project and shall be labeled as to date, location, view, electronically filed by month, and signed by the DESIGN -BUILDER. 12 a to 231 o Material testing log a Permit fees log « Record drawing log Schedule:-Ongolno throughout duration of the Project 14 2212 232 Task sfiH; LE 8: �C}NS�LI.T&NT Gt�tJ1PEh1S�tT#ON Schedule of Payments ,devised November 12, 2O.i44 Plannfng Service s fnQt Included to this contract] fee 0 2 Design Services * 480:. 2-1 Review DCP Reports and Update Existing Base Sheets- $. 30,000 2.2 Detailed IIesign. 2.2.1.. -Survey 141,764 2.2..2 30% Design $ 55,322 <2.2.3 `'60%'Design $ :2$4,340 2.2.4 90% Design $ 161,336- 2.2.s 100% Design $ 99,838 2�l��osF�#n�es��tia�a'f�s ` 2644 omgletteff3tage- Dmft-GM 2 d-1Qi396 Gerngie#lon Stage-Fkai-G P-- -- 4.350 2.5 Community Design Review Meeting_ s and Pre -Construction Meetings $ y3p 2.6 Dsocument Revisions 2.7 Pe-Mitting Reviews $ 51000 .2.8--Doig+�&�ilde�s•D,�Q,�4i-8e�iga�-D�r�eefs - $ 8,234 4.4—Des g - 3-- 4—CvitS#ru�iet�-IVi7t�egerfi�t a6 Eteintbocsaki) eyin ea€ec-#�tcai=Beri�t _ 77gJ OTO Note: * These services WAI be paid lurtp sum based `on percentage complete of -each phase es identified In the individual testis. ** The casf and scope for these services are preliminary and Will be adjusted accordingly if needed based on the final Project scope of kork. 2114 233 C. Contractor shall provide, or require Owner to provide, insurance with the following minimum limits: 1. General Liability Each Occurrence (Bodily Injury and Property Damage): $ 1,000,000 General Aggregate: $ 2,000,000 2. Umbrella Liability Each Occurrence: $ 5,000,000 General Aggregate: $ 5,000,000 3. Other (specify): Inland Marine $ 250,000 D. Additional Insureds. The following individuals or entities are to be listed by name on Contractor's or Owner's applicable general liability and property insurance policies as additional insureds, as provided in paragraph 8.06.B: Wade Trim (Engineer) (Engineer's Consultant) Page t of 2 234 WWI WADETRIM $ubcansuttantAgreement Subconsuttant Agreement THiS AGREEMENT.Is Made as -of d, 2%, between Wade Trim -Sol o Woodland -Ceiger Blvd, Suite 1240, Tampa, FL 33614, (PRO ESSIONAL) and Craig A. Smith & Associates, 7777 Mines Road, Suite 410, Boca Raton,FL 33434 (SUBCONSULTANT). A. PROFESSIONAL has made' an agreement dated JI fra: A 20(5 with Lanzo Construction125 S.E.5t' Court, Deerfield Beach, FL $3441 (OWNER), which is herein referred to as the Prime Agreement and vrhich provides for performance of professional services by PROFESSIONAL in connection with the Project described therein. The terms of the Prime Agreement are incorporated herein by reference.. SUBCONSULTANT shall be.bound to such portions of the Prime Agreement and, related documents as are. pertinent to St1BCONSULTANTS responsibilities hereunder. - .B. SUBCONSULTANT agrees to perform certain consulting services for PROFESSIONAL as a part of ar tri relation to the Prime Agreement as follows: (attach Exhibit, setting forth specific detafis and specifications, if appropriate.) StJBGONSULTANT agrees to abide :by the terms and conditions of the .Prime Agreement while preforming the .tasks associated with those listed in EXHIBIT A. In support of delivering the scope_ of work in the Prime Agreerrient, the SUBCONSULTANT shall lead. and perform the efforts to deliver 30%, -60%, 90'/0, and 100% design completion stage documents in. the areas described as Streetscape improvements (excluding 1.04.C.5.d.- Landscape Improvements;. and 1.04.C.5.e — Irrigation Improvements in the. Design Criteria Package (DCP)); Storm Water System. SUBCONSULTANT shall also review✓/verifyrupdate DCP reports shown in.Task 2.1 of Exhibit A and assist in the development of a report describing the. findings and/or .recommendations dlscovered during the review of the documents including the preliminary drainage report prepared by Stantec Consulting Services, Inc., the geotechnical soil survey and report prepared by Professional Services Industries (PSI), ""Contamination Screening Report' (CESR) prepared. by PSI, obtain 'iliility drawingsfrom franchise utility companies -and identify areas for recommended soft digs to identify utility. .conflicts, review the Driveway Harmonization License Agreement between individual homeowners and the City and provide recommended- revisions. SUBCONSULTANT shall complete a %til, updated.survey of Palm and Hib scus that meets the City's survey standards including finished floor .elevation data. SUBCONSULTANT shalt cornplete-updated base drawings reffeoting current conditions. S(JBCONSi iLTANT shall lead the efforts and prepare permit applications associated with the Prime Agreement including. Task 2.7 of EXHIBIT A. SUBCONSULTANT shall attend project related progress meetings and Community Design Review Meetings, as required. l?roiecf.required deliverables steal[ be provided by ihe:SUBCONSULTANT in accordance to and in support of the Schedule of Services. included in the Prime Agreement. W_Tli"1 WHITE -OWNER YELLOW-PR6FEssioNAL PINK -PENDING CONTRACTS 12J209 235 C, .PROFtSSIONAL. agrees to pay SUBCONSULTANT as compahsatron for the services rendered under the Agreement asfollows: (attach Exhibit specifying details, method of payment and provision for dditionai services, if appropriafe.) .Payment Will. be made by progressing- he following.Tump sum payments in accordance with the Prime Agreement using the.follow;ng Schedule of Values: Task Amount Survey & 30% Design $141,764.00 60% Design rI $135;100.00 .90% Design $71,260.00 100% Design $41,570.00 TOTAL $3&9,684.00 J). The TERMS AND CONDITIONS hereinafter set forth are an integral part of this Agreement and shall_govern the performance under this Agreement Subonsultant. By; Title: Datz Stgned;. l ` ll Witness: 7"1t1w y cr`Lr'77fle— /R, &-57f ?t -l/ Date Signed; Witness. - C-4 i S f1 t o VVT116-01 WHITE-OWNEk YELLOW -PROFESSIONAL PINK -PENDING CONTRACTS 12128109 236 Terms and Conditions 1, SUBCONSULTANTsliall perform tlieservices undertaken according to this Agreement in the samenianner and to Uie same extent -that PROFESSIONAL is bound by the Prime Agreement to_perforrn those services for OWNER. Ail provisions in the Prime Agreement binding PROFESSIONALto OW NER shall be 'equally applicable and binding upon SUBCOh4SULTA1g7` to. ?ROFESS10NAl.:. The, performance. of SUBCONSULTANT shall be 'sosfactory Id both.P-130FESStONAL and OWNER, If OWNER reduces the scope of the services to be petormad by PROFESSIONAL in any way,. PROFESSIONAL shalt have the right ld.reduce the services required by Su'BbbNSOLTANT, and the compensation due therefore, to the extent that the reduction inthe scope of the work by DINNER encompasses_ services:to be performed by SUBCONSULTANT. 2. WPCONSULTANT S services shalt be performed ina character, sequenrP grid firming so thatthe same will be coordinated with those ofPROFESSlONAL and all other suboonsultanfs for the Pfajecti SUBCONSULTANT agrees that PROFESSOONAL shat- not be liable to SUBCONSULTANT for damages, delays, or oiher injuries suffered bySUBCONSULTANT as a.resuit of acts or ,remissions by any other party fnctudlng: subwnsultants arising out of the performance of's=-rAces with regato to -the Project. 3. Sul CONSULTAN is .an independent contractor and is responsible for ihe fnethods.and means used In performing services under thisAgreemeneand is trot an agentcifor a joint venturer with PROFESSIONAL 4. SUBCONSULTANT shalt,.at SUBCONSULTANT'S own.expense, obtain all data andanformall on necessary for the performance of SUB.CONSULTANPS SenYices under this AcireemenL SUBCONSULTANT shall be responsible to see that the documents prepared by SUBCONSULTAW and the services of SUBCONSULTANT rendered hereunder oohfam to all applicable laves; rules; itgul"ons, ordinances,_ codes; orders and special requirements of the place Mere the Project is located:.Ali ofSUBCONSULTANrS communicatlonswith respect- to the Project and the Per}omance hereunder shall be through* PROFESSIONAL 5. SUBCONSULTANT shall submlf=monthlysTatements forservicesrendered' hereunder: 'If PROFESSIONAL for any reason objects to .arty statement submilled by. SUBCONSULTANT, PROFESS 4& shall "sb advise SUBCONSULTANT in writing, giving the reasons therefore,.PROFESSiONAL shall pay SUBCONSULTANTS statements within fourteen (14) days of the fime.PROFESSIONAL receives -payment finm'•OifirNER wraith respect to the performance of SUBCONSULTANT. IV is, intendedt{tat payments eta SUBCONSULTANT will be. -made as, PROFESSIONAL is paid by.OYt'NER underthe Prime Agreementandthat.PROFESSiONALshali exEttreastinable and diligenteftortsto collectfimelypaymentfrom OWNER. PROFESSiONAL shall not be obligated to pay SUBCO14SULTANT for statements submitted unless and until OWNER pays,PROFESSIONALonaccount thereof,provided; however, in the Event OWNER acknowledges that SUBCONSULTMT'S performance. is satisfactory. and payment "is notvnthheld by OWNER from PROFESSIONAL as a result of the performance by.SUBCONSULTANT, and SUBCONISULTANT'S performance is otherwise satisfactory' to PROFESSIONAL, PROFESSIONAL -shall pay all amounts: :jue SUB.CONSULTANTwithin a --reasonable Gme therea-fter. 6; This Agreement may tie te.minated.by SUBCONSULTA,NTuponthiriX-(36) da}'s prlorwrittennotice.to PROFESSIONAL in tbe.event of substantial failure fly PROFESSIONAL to perfopn in accordance tivith the t.errhs hereof through no fault of SUBCONSULTANT Thls. Agreement may be terminated. by PROFESSIONAL v,fthout-cause upon thirty (30) days prior written notice to SUBCONSULTANTand,maybeterminated_byPROFESSIONAL Oth.cause upon three (S) d"aye' prior written notice to SUBCONSULTANT: This Agreement a411 automatically terminate upon- termination of the Prime Agieernent PROFESSiONALwllpromptlynokr.ySUBCONSULTANTofsuch termination: :7'. 131,18CONSULTA7IT agrees. to indemnify,'defend and hold 'Harmless: O.3rNER:and PROFESSIONAL .their agentsand employ=ees, from andagainst all loss or expense _(Including ra - meys fees) o reason of any f abilify asserted. or imposed upon OWNER andior PROFESSIONAL, the!' agents and employees, for damages because of bodily injury, including deafh, sustained by any,parson or persons, a on account of damage to.property, including loss of use thereof, and for any other damages arising out of;or relating to any act, error or omission of SUBCONSULTANT, Its agents or employees, in the performance of this Agreement, exceptto the extent such injuries or damages- are -due ia the sole .negfigence. of OWNER or PROFESSIONAL. S. Time is of the essence ofthis Agreement, SUBCONSULTAN7 shall perform .the services hereunder expedibousiy and consistentwitf prdfessionai skill and care in the orderly progress'of the work. PROFESSIONAL may submit to SUBCONSULTANT a schedule fortheperformanceof SUBCONSULTANrs services, which may be adjusted by.PRbFES$iOf.AL as required as Ure Project proceeds or to reflect changes in the schedule under which PROFESSIONAL is required to. perform its obligations under the Prime Agreement 9. SUBCONSULTANT shall procuie and maintain insurance coverine such risks and in such amounts as is required of PROFESSIONAL under the Prime Agreement; .plus contractual coverage for the obfigafions assumed under Paragraph 7; unless" these 'requirements are nfodiried in writing by PP:OFESSIONAL Except with respect to professional liability. and workers' comperisation insurance, such frisurahce provided by SUBCONSULTANT shall name PROFESSIONAL and, 01AINER. as add'itiional: insureds, and certificates indicating the eristenceiVsuch insurance, and professional liability. and wor=kers' compensation insurance; shall be. provided by SUBCONSULTANT to PROFESSIONAL. 10,.All of SUBCOIJSULTANT'Sivntten orverfiat:tommun`ica6on yr Pi, to, or on: behalf of OWNER; or With federal, state, or local agencies, relative to the services under this Agreement must be throughor with the I.mowled6e of PROFESSIONAL 1`11. SUBCONSULTANT abreesthat they wllriat.dlreellyorfndirectlyinterfere with, or solicit or accept any of the employees of PROFESSIONAL or the OWNER directiy related to the referenced projects during *the Died this Agree raritti ithout PROFESSiONAUt written approval. 12,' SUBCONSULTA14T will not separately toGcit or accept any assignment from OWNER directly related to the Project during the -life of this Agreement' without PROFESSIONAL's written approval. M Excep`t for debt collection cases for less than 525,600, and except as Otherwise provided herein, all izialms, counterclaims; disputes and other mattes in question between the parties hereto arising out ofor relating tothis ,Ing. This agreement o.arb bate shall revailing arbitration la: •V ofanycourtbat award rend by the arbitrators shalibe final, n <bject to appeal and mentmaybeent, upoaifinanycourll ngjurisdic(lonthereof. arbitration provisionsha e.!naopli - eandofno#oroeoreffectinany snce>vhereeitherpartyhereta sensuedma-court byapartywho is ubiectto any, agreementt I. d the party sb sued desiresta'add other party hereto to "ch iltigat,on. In the eatan-arbitration avrard is Bred prior to nmertcement of such litigate the arbitration award }� Ibeilnal bmdmg.!ntheevantarbifrationproceedin_ repenourgbut .sa as not been rendered at the time such titigation is -"i enced, arbitration proceedings shall be ftailssed and'the disputes reed: in 14. Neither party hereto shall assign or transfer, any dghts or interest hereunderwithout the written consent of the other party. 15. This Agreement representstfie entire agreement of the parties hereto and may not be amended ormodified in any mamerwithoutthe laiden conse_ntof the parties bereno. 16. This Agreem�t sfiail be�risfrued and govemedt3y the iay.s of they state in Which the project is located a :`t+A��tir✓�ia �Aic�) Aa c?"'I rla '4 .o v'.{s pYau2� WT1i6-0i C t E -OWNER YELLOiN-PROFESSIONAL, PiNK--PENDING CONTRACTS ,,. 2128109 237 IN WADETFJM Subconsultant Agreement Subconsultant Agreement THIS AGREEMENT is made as of 20between Wade Trim 8010 Woodland Center Blvd, Suite 1200, Tampa, FL 33614, (PROFESSIONAL) and Craig A. Smith & Associates, 7777 Glades Road, Suite 410, Boca Raton, FL 33434 (SUBCONSULTANT). A. PROFESSIONAL has made an agreement dated , 20_, With Lanzo Construction125 S.E. 5th Court, Deerfield Beach, FL 33441 (OWNER), which is herein referred to as the Prime Agreement and which provides for performance of professional services by PROFESSIONAL in connection With the Project described therein. The terms of the Prime Agreement are incorporated herein by reference. SUBCONSULTANT shall be bound to such portions of the Prime Agreement and related documents as are pertinent to SUBCONSULTANT'S responsibilities hereunder. B. SUBCONSULTANT agrees to perform certain consulting services for PROFESSIONAL as a part of or in relation to the Prime Agreement as follows: (attach Exhibit, setting forth specific details and specifications, if appropriate.) SUBCONSULTANT agrees to abide by the terms and conditions of the Prime Agreement while preforming the tasks associated with those listed in EXHIBIT A. In support of delivering the scope of work in the Prime Agreement, the SUBCONSULTANT shall lead and perform the efforts to deliver 30%, 60%, 90%, and 100% design completion stage documents in the areas described as Streetscape Improvements (excluding 1.04.C.5.d - Landscape. Improvements; and 1.04.C.5.e — Irrigation Improvements in the Design Criteria Package (DCP)); Storm Water System. SUBCONSULTANT shall also review/verify/update DCP reports shown in Task 2.1 of Exhibit A and assist in the development of a report describing the findings and/or recommendations discovered during the review of the documents including the preliminary drainage report prepared by Stantec Consulting Services, Inc., the geotechnical soil survey and report prepared by Professional Services Industries (PSI), "Contamination Screening Report" (CESR) prepared by PSI, obtain utility drawings from franchise utility companies and identify areas for recommended soft digs to identify utility conflicts, review the Driveway Harmonization License Agreement between individual homeowners and the City and provide recommended revisions. SUBCONSULTANT shall complete a full, updated survey of Palm and Hibiscus that meets the City's survey standards including finished floor elevation data. SUBCONSULTANT shall complete updated base drawings reflecting current conditions. SUBCONSULTANT shall lead the efforts and prepare permit applications associated with the Prime Agreement including Task 2.7 of EXHIBIT A. SUBCONSULTANT shall attend project related progress meetings and Community Design Review Meetings, as required. Project required deliverables shall be provided by the SUBCONSULTANT in accordance to and in support of the Schedule of Services included in the Prime Agreement. WT116-01 WHITE -OWNER YELLOW -PROFESSIONAL PINK -PENDING CONTRACTS 12/28/09 Imp IN, ADEM' Subconsultant Agreement Subconsultant Agreement THIS AGREEMENT is made as of 20_, between Wade Trim 8010 Woodland Center Blvd, Suite 1200, Tampa, FL 33614, (PROFESSIONAL) and Graig A. Smith & Associates, 7777 Glades Road, Suite 410; Boca Raton, FL 33434 (SUBCONSULTANT). A. PROFESSIONAL has made an agreement dated ,.20�-S with Limo +Constructlon125 aE. Oh Court, Deerfield Beach, FL 33441 (OWNER), wMich is herein referred to as the Prime Agreement and which provides for performance of professional services by PROFESSIONAL in connection with the Project described therein. The terms of the Prime Agreement are incorporated herein by reference. SUBCONSULTANT shall be bound to such portions of the Prime Agreement and related documents as are pertinent to SUSCONSULTANT'S responsibilities hereunder. B. SUBCONSULTANT agrees to perform certain consulting services for PROFESSIONAL as a part of or in relation to the Prime Agreement as follows: (attach Exhibit, setting forth specific details and specifications, if appropriate.) SUBCONSULTANT agrees to abide by the terms and conditions of the Prime Agreement while preforming the tasks associated with those listed in EXHIBIT A. In support of delivering the scope of work in the. Prime Agreement, the SUBCONSULTANT shall lead and perform the efforts to deliver 30%,60%, 00%, and 100% design completion stage documents in :the areas described as Streetscape Improvements (excluding 1.04.C.5.d - Landscape Improvements; and 1.04.C_5.e — Irrigation Improvements in the Design Criteria Package (DCP)); Storm Water System. SUBCONSULTANT shall also review/verify/update DCP reports shown in Task 2.1 of Exhibit A and assist in the development of a report describing the findings- and/or recommendations discovered during the review of the documents: including the preliminary drainage report prepared byStantec Consulting Services; Inc.; the geotechnical soil survey and report prepared by Professional Services industries (PSI),'Contamination Screening Report" (CESR) prepared by PSI, obtain utility drawings from franchise-utflPty companies and identify areas for recommended soft digs to identify utility conflicts, review the Driveway Harmonization License Agreement between individual homeowners and the City and provide recommended revisions. SUBGONSULTANT shall complete a full, updated survey of Palmi and. Hibiscus that meets the City's_ survey standards including finished floor elevation data. SUBCONSULTANT shall complete updated base drawings reflecting current conditions. SUBCONSULTANT shall lead the efforts and prepare permit applications associated with the Prime Agreement including Task 2.7 -of EXHIBIT A. SUBCONSULTANT shall attend project related progress meetings and Community Design Review Meetings, as required. Project required deliverables shall be provided by the SUBCONSULTANT in accordance to and in support of the Schedule of Services included in the Prime Agreement. WT11r of WHITE -OWNER YELLOW-PROFESSiONAL PINK -PENDING CONTRACTS 12128/09 239 Terms and Conditions 1. SUBCONSULTA_NTshali perform the services undertaken according to this Agreement in the same rnanner and to the same extent that PROFESSIONAL is bound by the Prime Agreement to perform those services for OWNER. All provisions in the Prime Agreement binding PROFESSIONAL to OWNER shall be equally applicable and binding, upon SUBCONSULTANT to PROFESSIONAL. The. performance of SUBCONSULTANT shall be satisfactory to both PROFESSIONAL and OWNER. If OWNER reduces the scope of the services to be performed by PROFESSIONAL in any way, PROFESSIONAL shall have the right to reduce the services required by SUBCONSULTANT, and the compensation due therefore, to the extent that the reduction in the scope of the work by OWNER encompasses services to be performed by SUBCONSULTANT. 2. SUB`CONSULTANT'S services shall be performed in a character, sequence and timing so that the same will be, coordinated with those of PROFESSIONAL and all other subconsultants for the Project SUBCONSULTANT agrees that PROFESSIONAL shall not be liable to SUBCONSULTANT for damages, delays, or other injuries suffered by SUBCONSULTANT as a result of acts or omissions by any other party, including subconsuitants arising out of the performance of services with regard to the Project. 3. SUBCONSULTANT is an independent contractor and is responsible for the methods and means used in performing services under this Agreement and is not an agent of or a joint -venturer with PROFESSIONAL. 4. SUBCONSULTANT shall, at SUBCONSULTANTS own expense, obtain all date and information necessaryforthe performance of SUBCONSULTANT'S services under this Agreement. SUBCONSULTANT shall be responsible to see that the documents prepared by SUBCONSULTANT and the services of SUBCONSULTANT rendered hereunder conform to all -applicable laws, rules, regulations, ordinances, codes, orders and special requirements of the place where the Project is located, Ail of SUBCONSULTANT'S communications with respect to the Project.and the performance hereunder shall be through PROFESSIONAL. 5. SUBCONSULTANT shall submit monthly statements for services rendered hereunder_ If PROFESSIONAL for any reason objects to any statement submitted by SUBCONSULTANT, PROFESSIONAL shall so advise SUBCONSULTANT in writing, giving the reasons therefore. PROFESSIONAL shall pay SUBCONSULTANT'S statements within fourteen (14) days of the time PROFESSIONAL receives payment from OWNER with respect to the performance of SUBCONSULTANT. It is intended that payments to SUBCONSULTANT will be made as PROFESSIONAL is paid by OWNER underthe Prime Agreement and that PROFESSIONAL shall exertreasonable and.diligent efforts to collect timely paymentfrom OWNER. PROFESSIONAL shaft not be obligated to pay SUBCONSULTANT for statements submitted unless and until OWNER pays, PROFESSIONAL on accountthereof, provided, however, in the event OWNER acknowledges that SUBCONSULTANTS performance is satisfactory and payment is not withheld by OWNER from PROFESSIONAL as a result ofthe performance by SUBCONSULTANT, and SUBCONSULTANT'S performance is otherwise satisfactory to PROFESSIONAL, PROFESSIONAL shall pay all amounts due SUBCONSOLTANT within a reasonable time thereafter. 6. This Agreement may be terminated by SUBCONSULTANT upon thirty (30) days prior written notice to PROFESSIONAL in the event of substantial failure by PROFESSIONAL to perform in accordancewith the terms hereof through no fault of SUBCONSULTANT. This Agreement may be terminated by PROFESSIONAL without cause upon thirty(30) days prior written notice to SUBCONSULTANT and may be'terminated by PROFESSIONAL with cause upon three (3) days' prior written notice to SUBCONSULTANT. This Agreement will automatically terminate upon termination of the Prime Agreement. PROFESSIONAL will promptly notify SUBCONSULTANT of such termination: 7. SUBCONSULTANT agrees to indemnify;. defend and hold harmless OWNER and.PROFESSIONAL, their agents and employees, from and against all loss or expense (including co omeys fees by reason of an WT1,16 01 ��'�Yaved &A Gr Ti PS < E -OWNER YELLOW -PROFESSION liability asserted or imposed upon OWNER and/or PROFESSIONAL, their agents and employees, for damages because of bodily injury, including death, sustained by any person or persons, or on account of damage to property, including loss of use thereof, and for any other dama9es arising but of .or relating to any act, error or omission of SUBCONSULTANT, its:agents or employees, in the performance of this Agreement, except to the extent such injuries or damages are, due to the sole negligence. of OWNER or PROFESSIONAL. 8. Time is of the essence of this Agreement. SUBCONSULTANT shall perform the services hereunder expeditiously and consistentwith professional skill and care in the orderly progress of the work. PROFESSIONAL may submit to SUBCONSULTANT a schedule for the performance of SUBCONSULTANTS services, which may be adjusted. by PROFESSIONAL as required as the Project proceeds or to reflect changes in the schedule under which PROFESSIONAL is required to perform its obligations under the Prime Agreement. 9. SUBCONSULTANT shall procure and maintain insurance covering such risks and in such amounts as is required of PROFESSIONAL under the Prime .Agreement, plus contractual coverage for the obligations assumed under Paragraph 7, unless these requirements are modified in writing by PROFESSIONAL. Except with respect to professional liability and workers' compensation insurance, such insurance provided by SUBCONSULTANT shall name PROFESSIONAL and OWNER as additional insureds, and certificates indicating the existence of such insurance, and professional liability and workers' compensation insurance, shall be provided by SUBCONSULTANT to PROFESSIONAL. 10. All of SUBCONSULTA.NTS written orverbal communication with, to, oron. behalf of OWNER, or with federal, state, or local agencies, relative to the services under. this Agreement must be through or with the knowledge of PROFESSIONAL. 11. SUBCONSULTANT agrees that they will notdirectlyor indirectly interfere" with, or solicit or accept any of the employees of PROFESSIONAL or the OWNER directly related to the referenced projects during :the Irf_e of this Agreement without PROFESSIONAL's written approval. 12. SUBCONSULTANT will not separately solicit or accept any assignment from OWNER directly related to the Project during the life of this Agreement without PROFESSIONAUs written approval. 13. Except for debt collection cases for less than,$25,000, and except as otherwise provided herein, all claims, counterclaims, disputes and other matters in question between theParties hereto arising out of or relating to this Agreement or the breach thereof will be decided by Ass ' tion then obtaining. This agreement to arbitrate shall be edfically enforceab ndertheprevailingarbitrationlawofanyoourt ngjurisdiction. Any award rend by the arbitrators shall be final, n ubject to appeal and judgment may be.ente upon'ifin any court h ng jurisdiction. thereof. This arbitration provision sh a inapplic a and of no force or effect in any instance where either party he een sued in a court by a party who is not subject to any agreement t urate, d the party so sued desires to add the other party hereto to ch litigation. In the ent an arbitration award is rendered.priortot ommencement of such litigati the arbitration award shall be final binding. in the event arbitration proceedin re pending but an awa as not been rendered at the time such till a 1 is enced, su arbitration proceedings shall be dismissed and the disputes reso in 14. Neither party hereto shall assign or transfer any rights or interest hereunder without the written consent of the other party. 15. Th fs Agreement represents the entire agreement of the parties hereto and may not be amended or modified in any manner without the written consent of the parties hereto. 16. This Agreement shall be construed and governed by the laws of the, state in which the project is located dGesS C►+9C.t Mm 42 ay` ara mu7Jci�' AIL PINK -PENDING CONTRACTS TnB/09 240 C. PROFESSIONAL agrees to pay SUBCONSULTANT as compensation for the services rendered under the Agreement as follows: (attach Exhibit specifying details, method of payment and provision for additional services, if appropriate.) Payment will be made by progressing the. ollowing lump sum payments in accordance Wth_the Prime Agreement using the following Schedule of Values: Task Amount Survey & 30% Design $141,764.00 60% Design $135,100.00 90% Design $71,260.00 100% Design $41,570.00 TOTAL $389,694.00 D. The TERMS AND CONpITIONS hereinafter set forth are an integral part of this Agreement and shall govern the performance under this Agreement Subconsultant: Professional: Sy. `Z//:r:f,r71---' L 14.1,7 t By; (Print Name) (Print Name) Title - Title: Gate Signed: Date Signed: Witness: % Witness; WT116-01 WHITE -OWNER YELLOW-PROFESSIDNAL PINK -PENDING CONTRACTS 12/26/09 241 16rins and Conditions 1. SUBCONSULTANT.0al-I verformthe services undertaken according to this Agreerb*6nt in the same manner and to the same eident that PROFESSIONAL, is bound by the Prime Agreement to perform those services for OWNER: All provisions in the Prime Agreement binding PROFESSIONAL to OWNERshall be equally applicable and- binding. upon . SUBCONSULTANT to PROFESS6NALThe-performance-perf - ormance of SUBCONSULTANT shall be . satisfactorytp both PROFESSIONAL and -OWNER. If OWNER reduces the scope -of of the services to be performed by PROFESSIONAL in any way, PROFESSIONAL shall haV6.the rightlreduce red60- . the services re ired by qu . SUBCONSULTANT; and the compensation due therefore, to the extent that the reduction - in'thescope of - the work by OWNER e ncompasses -servil . cas to ,be perf ormed by SUBCONSULTANT: 2.SU5CON$UjWTS services shall b66666rmed ina character, - sequence , ands�ame will 66 w Wwith timing so that the- th.th6se of PROFESSIONAL and all -other subcorfsultantg for the Project SUBCONSULTANT agrees tot. PROFESSIONAL . shallnotbe I . lable..to SUBCONSULTANT for damages, - deiaM or other injuries. suffered bySUBCONSULTANT asa rewitofacts or omissions by any other party- Including subconsultants arising out of the performance of services with regard tothe Project. P. SUPCONSULTANTisan independent contractor :,and i6 responsible for the methods and means used in performing gervIc&§bnd& this Agreementand Is not an agentbf ora joint -venturer With PROFESSIONAL. 4. SUBCONSULTANT s6ll,-atSUB.CONSULTANrS own e, xpense,.obtainalf data and Inrormation necessary -for the performance of SUB!2.:ONSU LTANT .S- eiiivfcei. A . i nder:this Agreement. SUBC ONSULUNT , shall be responsible to set that1he docuthent6 prepared by SUBCONSULTANT and the services of. SUBCONSULTANTre6d,eredhereunderc nf0iml6aU*apoli-cableTews.,N[6s,, regutatiorm.6 rdi nandes% -codes, orders and special requirierne . ritsofffiepla-ce. where thepTipiectis located. All of7S , UBC.ONSULTANTS communicatioris wift. respect. to the P{qject_ and: the performance hereunder shall -ba. through PROFESSIONAL. 5. SUBCONSULTANT-shall submit indrithly statements lof services rendered hereundo.-If PROFE SSIONAL for any reason pbjject*s**to. any. statement - submitted . by* SUBCONSULTANT; PROFESSIONAL shall so -advise SUBCONSULTANT in writing; giving the reasons therefore; PROFESSIONAL shall pay SUBCONSULTANTS statements within fourteen 4) days :ofthe time. PROFESSIONAL receives payment fr-orn OWNER with respect to the Porfoffneme* of'SUBCONSULTANT; lt.is.. intended that. payments: .to SUBCONSULTANT Will be, Made as. PROFESSIONAL is paid by OWNER. under*6 Prime ftreementand that.PROFESSIONAL shall exertreasonabie- and.dillgent efforts tocollectilmely0ayment from OWNER. PROFESSIONAL -shall not be obligated.to Pay SUBCONSULTANT forstatements. submitted d' unless and OWNERM_pay�PKOFES. NAL on account thereof, provided, however. In the ev6nfOWNER,poknowledgeii. that SOBCONSULTANT'S performance erformaince is satisfactory and payment -is not withheld by OWNER, -from PROFESSIONAL as a result of the performance bYSUBC9NSULTANT,and . SUBCONSULTANT'S - performance is -dtherwise satisfactory. actis y. to. PROFESSIONAL, PROFESSIONAL shall.. pay: all amounts due: SUBCONSULTANTwithin ateasonablefirrie-thereafter, 0. This Agreement may be terminated bys-ubc..ok.S.u.LTANT p.nfhlrty(�_) : -J - dayt - prior wrftte6 hoticeto PROFESSIONAL in the :eye . ritoftubstanfial failure* by.PIRPFESSIONAL through rid. fault of SUBCONSULTANT; This, Agreement may be terminated. by. PROFESSIONAL without cause -upoftibirty'(30).days. rior Written -notice to SUBCONSULTANT and; may be terminated by PROFESSIONAL with cause upon three, (j)- days' prior written - notice to::! kJB CO 1 4 SUL TAN I T. This Agreement will automatically terminate pboh termination of the Prime. A§Tee�rpeOtP-ROFESSIONALvAD-ofomiAk_T!otl,ySU.BCO,NSULTANT-ofsUioN. termination: 7. sibbiclislwLTANT agrees to indemnify,. defend and hold }armless OWNERand:PROFESSIONAL,..thei - r agents and employees, from.an.daga . Inst all loss or expense {Jnqluding co mays fess b reason of art VVT116-01 E -OWNER liability asserted. or imposed upon OWNER and/or PROFE PROFESSIONAL,. their agents and employees, for damage -5 because of bodily injury, includ inducting death,, sustained b- y.any person or persons, or on account of damage to property, including loss of.use thereof, and for any other damages arising out of relating to any act_ error or omission of SUBCONSULTANT, lWaglahts or employees, 16 the performance of this Agreement exceptto the extent such injuries,. or damages an due to: the* sole negligence- of OWNER ER or PROFESSIONAL- S, ROFESSIONAL8. Tithe is of the eisenceof this AgreementT SUBCONSULTANT shall perform - the services hereunderexpedifiouslyandconsistentwithrofessionalskilland p care In the orderly -progress of the Work. PROFESSIONAL. may subdift to SUBCONSULTANT a schedule for.the performanceofSUBCONSULTANT% - services, which . may be adjusted. by PROFESSIONAL as required as the Project proc . eeds ..: o . r to reflect changes in't the schedule under, which PROFESSIONAL.is required to perform its obligations under the Prime 9. SUBCONSULTANT shall procure and -maintain Insurance covering such risks.and in such amounts as is required ofPROFESSIONAL under the Prime Agreement plus:,contractual coverage.for the obligations assumed under Paragraph .7: unless these requirements are modified. in. writing by PROFESSIONAL Except with respid tqprofessional Habifty- and workers!. i:ornpensation insorzince, such insurance provided by SUBCONSULTANT shall name PROFESSIONAL and OWNER as additional insureds, and. ce I dificartes indicating the existence ofsuchinsurance, and professional liability and workers' compensation .insurance; shall be� provided by SUBCONSULTANT to PROFESSIONAL 10, All of-SUBCONSULTANT"Swiftfen orverbat communication with, to, or on_ Z. - -_ ..I. behalf of OWNER -,-or with federal, state or- local - agencies, relative to the. he. servicet- under this-Agreernent must be throbgh of with- the knowledge - of _ PROFESSIONAL_. 11. SUBCOM+SUCT-ANT-agrees that they VA-li-nof.divedyorihdirecoy.iriterf . ere with,. o.r solicit .or accept any of theemployeesof PROFESSIONAL or the-.. OWNER directly related to the referenced projects during the . life of this , I - AgY.eme .rif, without PROFESMONAs written approval. 12.:..SUB*CONSULTANT_wi1II riptse 0.arpttety solicit or accept any assignment from OWNER directly relaited to -the -Project during the, life -of. this Agreernerif Wthout'PROFESSIO-NAUs written approval. 13. Except for debt collection cases for legs than $25,660, - and except as= otherwise provided..herelm all claims, counterclaims, disputes and other matters it), question between fhe parties heretd arising out ofor relating to this.. Agreement or the. breach thereof will be decided b9�p!44a PA Ass on then -obtaining. This agreement to. arbitrate shall be nlbrceFAt,uunder the prev ailing arbitration law ofanycourt.b0fingjUti-sdicti- on. Any d award rend bythe arbitrators shall b ... — ! final, wn object to appeal and judgment may be. en e L �anY oaurt�gjuds d-Ic tion hereof.. This arbifi-atonpro� ste,nappiI a and of n6forcb or e ffect in any instance Where either partyh6reto ee . nspiei:lp I :a court by a party who is, notsubject to anyagreement itra d thep go sued desires Id add the�other party hereto Iftigatil I . on' n n a ent an arbitration award is rendered prforto mmqncement of such litiga¢ the arbitration award .binding.. -din but. shall b#11nal.ln.th�eventarbitrati ceL re peridu ..a an 0*wa asnotbeen.rendered at the:_%e such Ii 0 is., Priced, Itigati hl su arbitration proceedings shall be dismissed and the disputes resp in rti vz�-- 14. Neither party * hereto shall: assign. or transfer any tights or interest. hereunder without the written consent of the other party. 15. This Agreerneift represents the entire agreementofiha parties hereto and may not be -amended ofirriodified in any mim -Wi dutth6writienconsentpf- rier, fh the parties berelo _. iThis Ag reernerit shall be construed and governed by the laws of the: .0. state iri.wh)0) the project is located An led, -4 VV -PROFESSIONAL PINK -PENDING CONTRACTS 1zT8109 242 C. PROFESSIONAL agrees to pay SUBCONSULTANT as compensation for the services rendered under the Agreement as follows: (attach Exhibit specifying details, method of payment and provision for additional services, if appropriate.) Payment will be made by progressing the following lump sum payments in accordance with the Prime Agreement using the following Schedule of Values: Task Amount Survey & 30% Design $141,764.00 60% Design $135,100.00 90% Design $71,260.00 100% Design $41,570.00 TOTAL $389,694.00 D. The TERMS AND CONDITIONS hereinafter set forth are an integral part of this Agreement and shall govern the performance under this Agreement Subconsultant: By: (Print Name) Title: Date Signed: Witness: Professional: By: (Print Name) Title: Date Signed: Witness: WT116-01 WHITE -OWNER YELLOW -PROFESSIONAL PINK -PENDING CONTRACTS 12/28/09 243 SUBCONTRACT AGREEMENT LANZO CONSTRUCTION CO., FL 125 S.E. 5th COURT DEERFIELD BEACH FL 33441 Phone: 954-970=0862 Subcontractor. WADE TRIM INC. B010 WOODLAND CENTER BLVD. TAMPA FL 33614 Phone: (813)8.82-4373 Tax: (813)888-7215 Scope of work: Item* C/Code' Units Uiiit/D . .Description 2 9-0'006 1.00 LS Engineering Design z Engineering Services Date: 01-06-2015 Lanzo Job #: 001-0430 Subcontract #: 52448 Retainage: Project: City of Miami Beach Hibiscus Unit Cost 794,083.00 This Subcontract is subject to the attached "Subcontract. General Conditions",,, Agreed. WADE TRIM INC. Date:. l !Z FS Signature I,FNZO CONSTRUCTION 'Cid., FL Amount $794,080.00 1- /3- 244 ° Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering • 3D Subsurface Imaging • Utility Coordination BAL HARBOUR VILLAGE SAN ITARY SEWER I M PROVEM ENTS PHASE I Responsibilities: Project Description: The Wastewater Pump Station No. 3 and Gravity Sewer Improvements (Sanitary Sewer Improvements Phase 1) project for Bal Harbour Village includes the installation of a new triplex submersible pump station with a 12 -foot diameter wet well, control panel, automatic transfer switch receptacle, emergency generator, and all associated appurtenances, in addition to approximately 1,350 linear feet of 18" gravity sewer lines to the pump station. The project design cost was $182,804. Construction began in January 2016 and substantial completion was reached in April 2017 with an estimated construction cost of $2,970,000. Survey, utility locates, design, permitting, preparation of construction plans, cost estimates, contract documents, assistance during bidding, construction management and certification through project close-out. Key Personnel: Stephen C. Smith, P.E. - Senior Vice President; Robert D. Keener, P.S.M. - Vice President - Survey; James Driscoll - Utility Locates Director; Greg A. Gi.arratana - Senior Supervising Engineer; Al Caruso, E.I. - Project Manager; Tony Gomes - Senior Field Representative 245 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 AGREEMENT FOR ENGINEERING SERVICES This Professional Services Agreement ("Agreement") is made and entered into as of the day of February, 2015 (the "Effective Date") between Bal Harbour Village, a Florida municipality (the "Village") and Craig A. Smith & Associates of Florida, Inc. ("Consultant"), whose principal place of business is 1000 7777 Glades Road, Suite 410, Boca Raton, FL 33434, with each being referred to herein as a Party or collectively as the "Parties." WHEREAS, in accordance with Section 287.055, Florida Statutes, the Village solicited proposal from qualified engineers and selected Consultant to provide continuing professional engineering services for various projects on an as needed basis; and WHEREAS, in 1999, the Village entered into a Continuing Services Agreement with Consultant (the "Continuing Contract"); and WHEREAS, the Village has identified an immediate need to complete improvements to the Village sewer system which have been outlined in the Village utility master plan (the "Improvements"); and WHEREAS, the Village desires to engage Consultant to complete design, engineering and permitting services related to the completion of the Improvements in accordance with the provisions of the Continuing Contract. NOW THEREFORE, in consideration of the mutual terms, conditions, promises and convenants set forth below, the Village and Consultant agree as follows: I. SCOPE OF SERVICES. Consultant shall prepare engineering analysis, design, permitting and specifications for the Improvements (the "Services"). The Improvements shall include the removal and replacement with an increase in size of the Village's existing gravity sewer system along Harbour Way from Collins Avenue to existing sewer pump station #1, modification of existing connecting sewer system, the replacement of pump station 91 and the restoration of the pavement in the ER areas adjacent to the Improvements. The Services shall consist of the following tasks: A. PHASE I. DESIGN AND PERMITTING 1. Task 1: Field Survey • Horizontal control will be established relative to North American Datum of 1983 (NAO '83) with the 1990 or newer adjustment, as available • Horizontal control points will be established for reference and shown on the survey • Survey will physically locate all above ground, visible improvements within the project limits including curb grades and driveway connections to existing pavements to facilitate custom engineering design • Survey baselines will be established, utilized for reference and shown on the survey • Cross-sections will be taken at 100 foot intervals and significant break points throughout the project limits • Trees 3 inches or greater at breast height (ABH) within the corridor will be located and shown on survey • Plan view elevations will be shown as relative to National Geodetic Vertical Datum of 1929 for facilitation of Engineering Design • All visible, above ground utilities will be located and shown as well as those subsurface utilities marked by GAS utility locates department on the surface • Perform Survey Data Collection including utility type, size material and depth for up to 30 vacuum excavation areas ("soft digs") • A Map of Specific Purpose Survey adhering to Florida Statutes Chapter 472.027, Florida Administrative Code 5J-17 (Minimum 247 Technical Standards for Surveying in the State of Florida) will be created 2. Task 2: Utility Locates Consultant will perform comprehensive Subsurface Utility Engineering to identify all known existing Utility Facilities within the project limits. The comprehensive SUE project report includes the following subtasks; • Initiation of Project Design Tickets through Sunshine 811 • Establish direct contact with Utility Agency I Owners (UAO's) as identified through Sunshine 811 Design Tickets • Request and review Record Utility Information from UAO's, including atlas and as -built records as available • Perform Utility Surface Designating throughout project limits to identify and mark the horizontal location of known subsurface utilities • Perform up to thirty (30) vacuum soft digs to positively identify subsurface utility elevations at points deemed critical by design staff. • Coordinate with Survey Staff to ensure data accuracy Post -Design follow up with UAO's to identify and address any potential conflicts with existing facilities 3. Task 2A: Utility Verification Test Hole Consultant will perform up to thirty (30) vacuum soft digs to positively identify subsurface utility type, size, material and depth at points deemed critical by design staff. IM 4. Task 3: Preparation of Detailed Design Drawings {Gravity Sewer) Consultant will prepare detailed design drawings and technical specifications under this task. The following items will be undertaken: • Perform hydraulic analysis of the proposed gravity sanitary sewer system to ensure proper sizing for current and future demands • Analyze the sewer structure network and placement to facilitate constructability • Coordination with UAO's to ensure any new I proposed facilities are considered and incorporated into the project (at UAO's expense). • Preparation of detailed design drawings to conform to the project requirements • Review of proposed plans and final conditions with Bal Harbour Village 5. Task 3A: Preparation of Detailed Design Drawings (Sewer Pump Station) Consultant will prepare detailed design drawings and technical specifications under this task. The following items will be undertaken: • Perform hydraulic modeling and analysis of proposed sanitary lift station improvements • Perform pump design analysis and select pump specifications for compliance with environmental regulations • Evaluate and design pump station system controls and reporting features for compliance with environmental regulations 249 • Analyze the sewer pump station placement to facilitate constructability • Preparation of detailed design drawings to conform to the project requirements • Review of proposed plans and final conditions with Bal Harbour Village 6. Task 4: Permits Consultant will prepare and submit permit applications and coordinate with the following entities to ensure acceptance and approval; • Miami -Dade County Health Department, • Miami -Dade County Fire Department, • Miami -Dade County DERM • All regulatory departments and agencies as required. The Village shall pay all permit fees. Drawings and specifications will also be modified to conform to any comments these agencies might have. 7. Task 5: Project Specifications and Bidding Documents Consultant will prepare project general and technical specifications and bidding documents to include identified permit requirements, mechanical, electrical, pipe material, asphalt, concrete and related construction specifications. Consultant will prepare and make available all pertinent project specification and bidding documents to the Village's pre -approved contractors. 8. Task 6: Bidding Services Consultant will assist the Village during bidding. GAS will solicit 250 Contractors, conduct and attend pre-bid meeting, respond to questions during bidding, conduct and attend bid opening, prepare bid tabulation and recommend Award of Contract. B. Phase I1. Construction Management; Construction Engineering 1. Task 7: Engineering Services During Construction Consultant will perform customary Engineering Services during the Construction Phase of the Project. Such services shall include but may not be limited to the following; • Assist with Execution of Contract Documents -assist Owner and coordinate with the Contractor in execution of the Contract Documents between Owner and the Contractor. - Engineer shall issue a Notice to Proceed (NTP) including, coordinating and attending the Pre -Construction Conference. • Engineer will investigate, study and determine acceptability on any proposed substitutions of material or equipment in accordance with the contract Documents. Prepare and administer Change Orders • Provide technical advice and assistance to Village during the construction period. Provide necessary interpretations and clarifications of the contract Documents. - Receive and respond to RFls related to technical interpretation of the drawings and specifications and requested changes to the work. In accordance with the construction contract documents, • The Professional Engineer will observe the project at a minimum interval of every two weeks. Design Engineers will observe the project at intervals appropriate to the various stages of construction to observe site conditions and the Work to determine whether the work is in general conformance to the 251 Contract Documents. • Render formal written decisions on issues relating to the acceptability of Contractor's work or the interpretation of the requirements of the Contract Documents pertaining to the execution, performance, or progress of Contractor's Work. ® Throughout the construction phase of the project provide engineering assistance services to the Village for the duration of the construction project. A single individual may act in more than one role in certain aspects of the Project (e.g.: Professional Engineer may also act as Construction Manager and Designer on certain portions of the work.). II. FEE; PAYMENTS. For the satisfactory completion of the Services, the Village shall pay Consultant a total fee not to exceed One Hundred Eighty Two Thousand Eight Hundred Four Dollars ($182,804.00) in accordance with the following Schedule: A. Lump sum for Task 1: $18,500.00 B. Lump Sum for Task 2: $4,500.00 C. Lump Sum for Task 2A: $10,500.00 C. Lump sum for Task 3: $51,600.00 D. Lump sum for Task 3A: $25,800.00 E. Lump sum for Task 4: $16,800.00 F. Lump sum for Task 5: $13,440.00 G. Lump sum for Task 6: $6,720.00 H. Lump sum for Task 7: $34,944.00 All Services performed shall be invoiced to the Village. The Village shall pay all proper invoices within thirty (3 0) days from the date of any such 252 invoice. II. TERM. This Agreement shall commence on the Effective Date and shall continue until the successfiil completion for the Services outlined herein, unless otherwise terminated with or without cause, by the Village in accordance with the provisions of the Continuing Contract. III. ENTIRE AGREEMENT. This agreement as well as the Continuing Contract, which is incorporated herein by reference, shall constitute the entire Agreement. To the extent that the Continuing Contract requires an amendment to incorporate the updated provisions of statutes referenced therein, such amendment shall be deemed to be incorporated in this Agreement. IV. SEVERABILITY. The Parties to this Agreement expressly agree that it is not their intention to violate any public policy, statutory or common law rules, regulations, or decisions of any governmental or regulatory body. If any provision of this Agreement is judicially or administratively interpreted or construed as being in violation of any such policy, rule, regulation, or decision, the provision, sections, sentence, word, clause, or combination thereof causing such violation will be inoperative (and in lieu thereof there will be inserted such provision, section, sentence, word, clause, or combination thereof as may be valid and consistent with the intent of the Parties under this Agreement) and the remainder of this Agreement, as amended, will remain binding upon the Parties, unless the inoperative provision would cause enforcement of the remainder of this Agreement to be inequitable under the circumstances. V. NOTICES. All notices hereunder shall be given in writing by registered or certified mail, return receipt requested, postage prepaid, addressed to the Parties at the following respective addresses, or at such other address as may be designated in writing by either Party to the other, and shall be deemed delivered for all purposes hereunder upon deposit of same into the United States mail: To Village: Jorge Gonzales, Village Manager 253 Bal Harbour Village 655 951h Street Bal Harbour, FL 33154 To Contractor: Craig A. Smith & Associates 7777 Glades Road, Suite 410 Boca Raton, FL 33434 Ph. (561) 314-4445 IN WITNESS WHEREOF, Consultant has signed and delivered this Agreement, and the Village has caused this Agreement to be signed and delivered by its duly authorized officer or representative, all as of the date first set forth above. Bal Harbour Village i By: `� ✓ By: j rge . Go a ez d z �^ r "C f ('7L Attest: Village Cleric Approved as to form and legal sufficiency for the use and reliance of the Bal Harbour Village only. By: 46w�; Y'llage Attorney 254 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination Craig A. Smith & Associates is a Florida licensed company in good standing. Enclosed is the current state certificate of good standing. Also enclosed is the corporate profile from the Florida Division of Corporations indicating that Stephen C. Smith is a corporate officer authorized to sign bids, proposals and negotiate and/or sign contracts and agreements. 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 255 State of Florida Department of State I certify from the records of this office that CRAIG A. SMITH & ASSOCIATES, INC. is a corporation organized under the laws of the State of Florida, filed on August 7, 1980. The document number of this corporation is 681464. I further certify that said corporation has paid all fees due this office through December 31, 2018, that its most recent annual report/unifonn business report was filed on March 27, 2018, and that its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Twenty-seventh day of March, 2018 SCCPCtILq ofState Tracking Number: CC7033094519 To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https://services.sunbiz.org/Filines/CertificateOfstatusICertificateAuth en tication Detail by Entity Name Florida Department of State t ,r org( t i , Ir 1 Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Profit Corporation CRAIG A. SMITH & ASSOCIATES, INC. Filing Information Document Number FEI/EIN Number Date Filed State Status Last Event Event Date Filed Event Effective Date 681464 59-2010476 08/07/1980 FL ACTIVE CORPORATE MERGER 09/11/2009 NONE Principal Address 7777 GLADES RD, STE 410 BOCA RATON, FL 33434 Changed: 07/15/2008 Mailing Address PO BOX 880128 BOCA RATON, FL 33488 Changed: 07/15/2008 Reaistered Aaent Name & Address SMITH, STEPHEN C. 7777 GLADES ROAD STE 410 BOCA RATON, FL 33434 Name Changed: 01/26/2005 Address Changed: 03/04/2009 Officer/Director Detail Name & Address Title VD SMITH, STEPHEN C 9960 MAJORCA PL BOCA RATON, FL Page 1 of 3 DIVISION OF CORPORATIONS 257 http://search. sunbiz.org/Inquiiy/CorporationSearch/SearchResultDetail?inquirytype=Entity... 8/23/2018 Detail by Entity Name Title PD SCHRINER, GENE R 1975 SOUTH CLUB DRIVE WELLINGTON, FL 33414 Title S MAXFIELD, YELYZAVETA P 525 SE 10 TH AVENUE DEERFIELD BEACH, FL 33441 Title V KEENER, ROBERT D 950 SE ATLANTIS AVENUE PORT ST LUCIE, FL 34983 Annual Reports Report Year Filed Date 2016 04/22/2016 2017 03/10/2017 2018 03/27/2018 Document Images 03/27/2018 -- ANNUAL REPORT View image in PDF format 03/1012017 --ANNUAL REPORT View image in PDF format 04/22/2016 --ANNUAL REPORT View image in PDF format 02/19/2015 -- ANNUAL REPORT View image in PDF format 01/07/2014 -- ANNUAL REPORT View image in PDF format 01/15/2013 --ANNUAL REPORT View image in PDF format 01/03/2012 -- ANNUAL REPORT View image in PDF format 02/02/2011 --ANNUAL REPORT View image in PDF format 01/04/2011 --ANNUAL REPORT View image in PDF format 01/13/2010 -- ANNUAL REPORT View image in PDF format 09/11/2009 -- Merger View image in PDF format 03/04/2009 -- ANNUAL REPORT View image in PDF format 01/07/2008 -- ANNUAL REPORT View image in PDF format 01/05/2007 -- ANNUAL REPORT View image in PDF format 03/22/2006 -- ANNUAL REPORT View image in PDF format 01/26/2005 -- ANNUAL REPORT View image in PDF format 03/22/2004 -- ANNUAL REPORT View image in PDF format 01/07/2003 -- ANNUAL REPORT View image in PDF formal 04/09/2002 -- ANNUAL REPORT View image in PDF format 05/30/2001 -- Name Change View image in PDF format 02/19/2001 --ANNUAL REPORT View image in PDF format 04/17/2000 -- ANNUAL REPORT View image in PDF format 03/06/1999 -- ANNUAL REPORT View image in PDF format Page 2 of 3 258 http://search. sunbiz. org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 8/23/2018 Detail by Entity Name Page 3 of 3 05/04/1998 -- ANNUAL REPORT View image in PDF format 07/29/1997 --ANNUAL REPORT View image in PDF format 05/01/1996 --ANNUAL REPORT View image in PDF forma Flonda Department of State, Division of Corporations 259 http://search. sunbiz. org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 8/23/2018 @��g Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination Based on a recent field observation by personnel, CAS does not consider, at this time, the need for design variations or exceptions in order to complete the project. All utility undergrounding and roadway improvements should not vary from local, state and federal design and construction criteria and specifications. 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 260 O Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination Craig A. Smith & Associates, Inc. and its engineers have had no litigation proceedings or ethics complaints or violations of ethical standards, either pending or ongoing, with clients, subconsultants, administrative agencies, qualification boards or vendors in the past three (3) years. CAS has had no disqualifications or prohibitions from providing professional services during the same timeframe. i Stephen C. Smith, .E., Senior Vice President Craig A. Smith & Associates, Inc. I' • � 7777 Glades Road, Suite 410, Boca Raton, FL 33434 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 261 REQUIRED FORMS 1a:71IT, 1:8al7 IT,l 1 'Y 7r 3tSSa � Role Name of Individual Number of Years' Education, Degree Assigned to Project Experience Principle -in -Charge: Stephen C. Smith, P.E. 37 Bachelor of Science - Honorable Claudia Cubillos, Mayor Village of EI Portal I I _ ___ (305) 795 7880 3 mayorcubillos@villageofelportal.org I Civil Engineering Project Manager James R. Orth, P.E. 29 Bachelor of Science t f Sprang Lake Improvement Distract (863) 655-1715 j jdecerbo@springlakefl.com Jeffrey Crews, P.E., Project Agricultural Engineering Asst. Project Manager 1 Orlando A. Rubio, P.E. 29 Bachelor of Science - f 1 , Civil Engineering j Other Key Member Frank Vilar, P.E. 23 I , Bachelor of science - Civil Engineering Masters of Science - Environmental Engineering__—� _ Other Key Member ! Keith Schriner 2 Bachelor of Science - Civil Engineering E i REFERENCES Name Firm Providing Phone # Email Address Reference Alex Diaz, Town Manager 1 Town of Golden Beach 1 (305) 932-0744 � i alexdiaz@townofgoldenbeach.us 1 3 Honorable Claudia Cubillos, Mayor Village of EI Portal I I _ ___ (305) 795 7880 3 mayorcubillos@villageofelportal.org I Eric Gomez, City Engineer City of Sweetwater � (305) 553-5457 egomezegsc@att.net 3 i Joe DeCerbo, District Manager t f Sprang Lake Improvement Distract (863) 655-1715 j jdecerbo@springlakefl.com Jeffrey Crews, P.E., Project i Stantec Consulting Services, Inc. (9S4) 481-2812 jeffcrews@stantec.com Manager : 1 , City of Sunny Isles Beach ( Request for Qualifications No. 18-08-01 262 �'�r of ;,i o ��' PROJECT VERIFICATION FORM Proposer shall have provided Underground Consultation Services for at least three (3) Projects over the past five (5) years of similar size, nature and complexity with a construction amount exceeding $1,000,000 and provide evidence using the spaces below. 1) Name of Client Entity: City of Sunny Isles Beach Address: 18070 Collins Avenue City/State/Zip: Sunny Isles Beach, FL 33160 Contact: Elka Linton -Dorsett Title: Capital Projects Manager Email Address: elka.linton(aa)puretechltd.com Telephone: (410) 979-7305 Scope of Work: Roadway, drainage and utility relocations for NE 174th Street Contract Start/End Dates: June 2014 - May 2017 Contract Amount: $ 3,682,392 2) Name of Client Entity: Bal Harbour Villa Address 655 96th Street City/State/Zip: Bal Harbour FL 33154 Contact: John Oldenburg Title: Director of Parks & Public Spaces Email Address:_joldenburgPa balharbourfl gov Telephone: (305) 866-4633 Scope of Work: Installation of triplex, sanitary pump station and approx. 1,350 LF of 18" sewer main & manholes Contract Start/End Dates: January 2016 - April 2017 Contract Amount: $ 2,970,000 3) Name of Client Entity: City of Miami Beach Address: 1700 Convention Center Drive City/State/Zip: Miami Beach FL 33139 Contact: Jeffrey Crews. P.E. Title: Project Manager Email Address: ieffcrewsCa�stantec.com Telephone: (954) 804-2715 Scope of Work: CIP design/build proiect for Palm and Hibiscus Islands including design of drainage, roadway and buried utilities Contract Start/End Dates: January 2014 - Ongoing Contract Amount: $ 8 o00 000 END OF SECTION City of Sunny Isles Beach I Request for Qualifications No. 18-08-01 263 , of 5101 Fj DELIVER TO; REQUEST FOR City of Sunny Isles Beach QUALIFICATIONS OPENING: 2:30 P.M. City Clerk SECTION 6 Tuesday, September 4, 2018 18070 Collins Avenue, 4th Floor RESPONDENT SUBMITTAL Sunny Isles Beach, FL 33160 FORMS NOTE: City of Sunny Isles Beach is exempt from all taxes (Federal, State, and Local). Tax Exemption Certificate furnished upon request. Issued by: Purchasing Agent Date Issued: This Qualification Submittal Genesis Cuevas 08/10/2018 Consists of all required forms, including SF330, Questionnaires, Acknowledgements and Affidavits Submissions are subject to the Terms and Conditions of this Request for Qualifications and the accompanying Submittal. Such other contract provisions, specifications, drawings or other data as are attached or incorporated by reference in the Submittal, will be received at the office of the City Clerk at the address shown above until the above stated time and date, and at that time, publicly opened for furnishing services described in the accompanying Submittal Requirement. RFQ No. 18-08-01 CONSULTING ENGINEERING SERVICES FOR GOLDEN SHORES UTILITY UNDERGROUNDING AND ROADWAY IMPROVEMENTS (CCNA) Firm Name CRAIG A. SMITH & ASSOCIATES, INC. Commodity Code(s): 541320,541330,541340,541360,541370,541380,541 11, 541620, 541820, 561990 RETURN ONE ORIGINAL AND FOUR COPIES OF QUALIFICATION SUBMITTAL PAGES AND AFFIDA V1 TS FAILURE TO SIGN PAGE 31 OF SECTION 6 QUALIFICATION SUBMITTAL WILL RENDER YOUR SUBMISSION NON-RESPONSIVE City of Sunny Isles Beach ( Request for Qualifications No. 18-08-01 r.� '14, OP svt4 Ir - RESPONDENT SUBMITTAL FORM: ACKNOWLEDGEMENT OF ADDENDA INSTRUCTIONS: COMPLETE PART I OR PART II, WHICHEVER APPLIES PART I: LIST BELOW ARE THE DATES OF ISSUE FOR EACH ADDENDUM RECEIVED IN CONNECTION WITH THIS RFQ PART II: Addendum #1, Dated 08/24/2018 Addendum #2, Dated Addendum #3, Dated Addendum #4, Dated Addendum #5, Dated Addendum #6, Dated Addendum #7, Dated Addendum #8, Dated ❑ NO ADDENDUM WAS RECEIVED IN CONNECTION WITH THIS RFQ FIRM NAME: Craig A. Smith & Associates, jnc. AUTHORIZED SIGNATURE: TITLE OF OFFICER: TE: 09/04/18 City of Sunny Isles Beach I Request for Qualifications No. 18-08-01 265 City of Sunny Isles Beach Mandatory Pre -Bid Conference Sign -In Sheet RFQ 18-18-01 Consulting Engineering Services for Golden Shores Utility Undergrounding 1.8070 Collins Avenue, V Floor Meeting Room, Sunny Isles Beach, FL 33160 ,.------- — Thursday, August 16, 2018 at 2:00 p.m. Staff: Qct r c1 -L m n Gcncs.is co cVal Z -\Az- V-ey Page 1 of 6 266 Guests Name: �1' 4E►, Irl • 4-C"Or Company Name: ►�%� Title: Address: 100i � 41 w,I�/•�, �r1`^ ;2)0(0 t/ City: WO State: Q1,n Phone: .0•;4" N/� Fax: f.Zip: Email: OGheGG�lM•G1 'li!G(y�/i• (OM Name: / °moi �dvYl o=rs Title: �Fi�r�*Z /-r'eLcQ �� rt erenrr� v� Company Name: C [Z A; G- -S l'n`t `i7Y 4- 64 SS 0 C-7 A'7 -L=S Address: 7797 Q lades' 2©�� City: %OCA PAIo N State: F% Zip: 33 VJ 4 Phone: (,�-6I 3 I y -'N 4Sr Fax:(y �/) -�/ y- gL157 Email; Name: \ �G Li\�'1C7 f� � 2'c� V'�.C� �?' Title: Company Name: K�4e, Address: '5. bAcity: M I "M' State: Zip: U 3 3 Phone: CbOOO S37 -061-1 Fax: Email: _ R?Mlfyl( • sac V -e&> `L- KFC( jig�t3r � c�� e Uri Name: // m /9/A L -t- Title: S(ciy�Qt2. �Pl2il✓Sr R•/rf'�'G Company Name: 61u VErV /�/i/r�/� n� �f �..�0614 1 �� Address: 412 City:R State: ��// Zip: ��3� 9 Phone:C % -(> G�� Fax:CS"/ / `���li� Email: -(/{(G ���r(i rhe/)T>4 �OA r'i!/I Page 1 of 6 266 Mandatory Pre -Bid Conference Sign -In Sheet RFQ 18-18-01 Consulting Engineering Services for Golden Shores Utility Undergrounding 18070 Collins Avenue, 131 Floor Meeting Room, Sunny Isles Beach, FL 33160 Thursday, August 16, 2018 at 2:00 p.m. Name: Jenna May+io-Ai Title: X -e, �b\\4e ch,( Cy1Gi Company Name::�O(ckNm �-�1.0"(' ayl o tt �PrsS • , l au� Address: -I&W 61WK Ix� Sl t�,t_ C (O City: )R ,. y State: pft Zip: 3331 b Phone: 45r2q.A7 /^ I Fax:i{M7OM Email: 106L „ (yC+\� eaas,6�k-�, VAS, -c6m + � 1 t Name: Doul G- 6'(11 1 \ Ci(c j -C) (C) Title: i1�.1 a ��C � 4"rj ("f Gtr Company Name: d7�llti'1���t i'+I L j p p� "�+tzo Address: &Adm (DW L(C Io I��. la�l�(i City: UQ 1 State: � Zip: a Phone: Fax: Email: --0f9 Name: �lti�i Title: pat Company Name: T--l>'1gL " Ob uz,.,,V �jy Address: %!-,/� �7 C,�3'S !� #�Ctity: bAA44j 30# State: Zip: Phone: Jti��YQi�'�7zYQ Fax: N1V Email: Yash- %jBf`/I•Ci}ryl NaTitle: Company Name. Address: City: State: Zip: Phone: Fax: Email: Name: Title: Company Name: Address: City: State: Zip: Phone: Fax: Email: Name: Title: Company Name: Address: City: State: Zi Phone: Fax: Email: Page 2 of 6 267 ADDENDUM # 1 DATE: Friday, August 24, 2018 TO: ALL PLANHOLDERS FROM: Purchasing Agent RFQ NO.: RFQ 18-08-01 Consulting Engineering Services for Golden Shores Utility Undergrounding and Roadway Improvements (CCNA) SUBJECT: Addendum No. 1 SUBMITTAL DEADLINE: Tuesday, September 4, 2018 at 2:30 PM Please attach this addendum to the documents in your possession and include the Acknowledgement of Addenda form with your response incorporated with the Request for Qualifications. Revisions: (Note: Deletions will be indicated by stFiI(ethFeWg4, additions will be indicated with bold font): Section 3.1 Scope of Services: The firm will incorporate such data with new design information to be provided to the public utility service providers as required. The firm will assist in the conversion of existing overhead utilities into underground services from North Bay Road to Atlantic Boulevard and from 185th street to 191st. The engineering services will also include incorporation of a new community wide (Golden Shores) roadway systems, upgrades to the stormwater system as needed, limited new sidewalks from the entrances of Collins to Atlantic Blvd and along the east side of Atlantic Blvd, new landscaping, restoration of all disrupted facilities and driveways caused by construction activities, and a design of new street lighting. 2. Section 5(F) Page 24: Provide a resume for all proposed personnel on the Respondent's team that will be assigned to the Contract to meet the requirements of the Solicitation documents. The resume shall concentrate on the person's experience and qualifications as it relates to the requirements for the services. The SF330 Form and/or resume will suffice. Section 3.3 and Project Verification Form: Proposer must have provided various utility Underground Consultation Services for projects et 'east three (3) Prejeets ever the past five (5) years of similar size, nature and complexity with a construction amount exceeding $1,000,000 and provide evidence using the Project Verification Form provided herein. Exhibit Added: Utility Conversion From Overhead to Underground Golden Shores 269 Standard of service v Storm Secure Plan encourages underground conversion Over 37% of FPL facilities are currently underground vs. 20% nationwide JHv♦ More resilient to wind and weather Even hardened above -ground systems are prone to damage from windblown vegetation and flying debris Less frequent outages during wind ever - Difference of I% for normal weather, but minimum 20% difference for major storms Reduced outages means lighting is maintained for safety Aesthefies 1 C:orrai`nunity Enhance en'i 270 Construction inconvenience and disruption Damaged lines are more challenging to locate 271 272 Existing Three Wire Primary, Transformer, and Cable Services 273 Existing Mast Arm Single Primary and ResidiFffd& Service (note vegetation growing on pole supports) 274 Existing Single Primary, Transformer, and Cable Services (typical two pole) 275 Existing Ground Mounted Transformer Serving Street Lights 276 Existing Residential Service 277 Conversion to Underground I Typical Ground Mounted Elec., Tel. & Cable -� - -- At i0 11550 Ground Mounted Switch Gear - Vista Equipment tel` fr H•;- � t�.. " j ,,` - L �? y.��l.. ��'� 41 ' ';` .�,- M?gyp • j � � "� Proposed Phasing fob, Utility Undergrounding PROPOSED MAJOR EQUIPMENT • PROPOSED TRANSFORMERS 281 Typical Section:. Shared Trench PROPOSED AT&T/COMCAST CONDUI TS PROPOSED FPL CONDUITS 2" 2' FINISHED GRADE (ROAD, DRIVEWAY, OR SWALE) js!4—A T&T / COMCAST 1 LA TERAL CONNECTION v I FPL LA TERAL CONNEC77ON TYPICAL SECTION: SHARED TRENCH N.T.S. 282 Construction Cost Savings Control of installation operations Control of installation schedule Control of 6 month FPL mandated home service conversions Coordination and.cost savings with Drainage System Upgrades Incorporation of New Street Lighting Final results in comprehensive Neighborhood Improvement Project 283 '14 or SIM W- RESPONDENT SUBMITTAL FORM CONSULTING ENGINEERING SERVICES FOR GOLDEN SHORES UTILITY UNDERGROUNDING AND ROADWAY IMPROVEMENTS (CCNA) The undersigned Firm proposes and agrees, if this submission is accepted, to enter into an agreement with the City of Sunny Isles Beach to perform and furnish all Services as specified or indicated in the Contract Documents. The Firm accepts all of the terms and conditions of this Request for Qualifications. This RFQ will remain subject to acceptance for 90 days after the day of RFQ opening. The Firms agrees to sign and submit the Agreement and other documents as required by the Bidding Requirements within ten days after the date of the City's Notice of Award. In submitting this response, the Firm represents, as more fully set forth in the Agreement, that: • The Firm has familiarized himself/herself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Law and Regulations that in any manner may affect cost, progress, performance, or furnishing of the Work. ■ The Firm has studied carefully all reports and drawings of subsurface conditions and drawings of physical conditions. ■ The Firm has given the City written notice of all conflicts, errors, discrepancies that it has discovered in the Contract Documents and the written resolution thereof by City is acceptable to the Firm. ■ This solicitation is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; the Firm has not directly or indirectly induced or solicited any other Firms to submit a false or sham Bid; the Firm has not solicited or induced any person, firm or corporation to refrain from Bidding; and Firm has not sought by collusion to obtain for itself any advantage over any other Firms or over the City. The City and the successful Firm will establish completion times for the services described in this Request for Qualifications and the successful Firm agrees that the services will be completed within the time frames agreed upon and stipulated in the individual Notice to Proceed. City of Sunny Isles Beach ( Request for Qualifications No. 18-08-01 284 'Ytyof SUN P"_ Firm Name: Crate A. Smith & Associates, Inc. Street Address: 7777 Glades Road, Suite 410, Boca Raton, FL 33434 Mailing Address (if different): Telephone No. 561-314-4445 Fax No. 561-314-4458 Email Address: ssmith@craigasmith.com FEIN No. -5/9-������ 6 * By signing this document the Responder agrees to all Terms & Conditions of RFQ r Signature: (Signature of authorized\agent) Print Name: Stephen C. Smith, P.E. Title: Senior Vice President THE EXECUTION OF THIS FORM CONSTITUTES THE UNEQUIVOCAL OFFER OF FIRM TO BE BOUND BY THE TERMS OF ITS SUBMISSION. FAILURE TO SIGN THIS SOLICITATION WHERE INDICATED ABOVE BY AN AUTHORIZED REPRESENTATIVE SHALL RENDER THE SUBMISSION NON-RESPONSIVE. THE CITY MAY, HOWEVER, IN ITS SOLE DISCRETION, ACCEPT ANY SUBMISSION THAT INCLUDES AN EXECUTED DOCUMENT, WHICH UNEQUIVOCALLY BINDS THE FIRM TO THE TERMS OF ITS OFFER. City of Sunny Isles Beach I Request for Qualifications No. 18-08-01 285 O�SV 014Y ISI" NON -COLLUSION AFFIDAV City of Sunny Isles Beach 18070 Collins Avenue ya'DD'. FLoa`� Sunny Isles Beach, FL 33160 T o F suu Telephone: (305) 947-0606 Fax: (305) 949-3113 STATE OF FLORIDA COUNTY OF Palm Beach ) The undersigned being first duly sworn as provided by law, deposes, and says: This Affidavit is made with the knowledge and intent that it is to be filed with the City of Sunny Isles Beach City Commission and that it will be relied upon by said County, in any consideration which may give to and any action it may take with respect to this Bid. The undersigned is authorized to make this Affidavit on behalf of, Craig A. Smith & Associates, Inc. (Name of Corporation, Partnership, Individual, etc.) a, Corporation , formed under the laws of Florida (Type of Business) (State) of which he is Senior Vice President (Officer) (Sole Owner, Partner, President, etc.) Neither the undersigned nor any person, firm, or corporation named in above Paragraph 10.2, nor anyone else to the knowledge of the undersigned, have themselves solicited or employed anyone else to solicit favorable action for this Bid by the City, also that no head of any department or employee therein, or any officer of the City of Sunny Isles Beach, Florida is directly interested therein. This Bid is genuine and not collusive or a sham; the person, firm or corporation named above in Paragraph 10.2 has not colluded, conspired, connived or agreed directly or indirectly with any proposers or person, firm or corporation, to put in a sham Bid, or that such person, firm or corporation, shall refrain from Bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference with any person, firm or corporation, to fix the prices of said Bid or Bids of any other proposers; and all statements contained in the Bid or Bids described above true; and further; neither the undersigned, nor the person, firm or corporation named above in Paragraph 10.2, has directly or indirectly submitted said Bid or the contents thereof, or divulged information or data relative thereto, to any association or t ny member or gent thereof. Senior Vice President AF IANT'S A Stephen C. Smith AFFIANT'S TITLE TAKEN, SWORN AND SUBSCRIBED TO BEFORE ME this 4th day of September 208 Personally Known X or Produced Identification Type of identification i (Affix seal here) 1 NOTARY PUBLIC name ClIted or typed) Notary Public State of Florida Amanda J Denton Y4,M Commission GG 081838 rof rExpires 01/25/2021 DECEMBER28,2010 1 Of 8 5o"NY'S4F PUBLIC ENTITY CRIM City of Sunny Isles Beach 18070 Collins Avenue F G 0" ° v t Sunny Isles Beach, FL 33160 ov suo pyo Telephone: (305) 947-0606 Fax: (305) 949-3113 SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a) FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES PUBLIC ENTITY CRIMES Pursuant to the provisions of paragraph (2) (a) of Section 287.133, Florida State Statutes - "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a Bid on a Contract to provide any goods or services to a public entity, may not submit a Bid on a Contract with a public entity for the construction or repair of a public building or public Work, may not submit Bids on leases of real property to a public entity, may not be awarded to perform Work as a Contractor, supplier, Sub -Contractor, or Consultant under a Contract with any public entity, and may not transact business with any public entity in excess of the threshold amount Category Two of Sec. 287.017, FS for thirty six months from the date of being placed on the convicted vendor list". THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 11.1. This sworn statement is submitted to City of Sunny Isles Beach by Stephen C. Smith, P. E., Senior Vice President Ipnnt inaivaauais name ano uuel for Crai A. Smith & Associates Inc. pn name o en TRY su mi ing sworn s a emen whose business address is: 7777 Glades Road Suite 410 Boca Raton FL 33434 and (if applicable) its Federal Employer Identification number (FEIN) is 59-2010476 (If the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement: ) 11.2. 1 understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any Bid or Contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 11.3. 1 understand that "convicted" or "conviction" as defined in Para. 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trail court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, non -jury trial, or entry of a plea of guilty or nolo contendere. 11.4. 1 understand that an "affiliate" as defined in Para. 287.133(1)(a), Florida Statutes, means: a.) predecessor or successor of a person convicted of a public entity crime; or b.) Any entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executors, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair DECEMBER 28,2010 2of8 I market value under an arm's length agreement, shall be a prime facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 11.5. 1 understand that a "person" as defined in Para. 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding Contract and which Bids or applies to Bid on Contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "persons" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of any entity. 11.6. Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. (Indicate which statement applies.) X Neither the entity submitting this sworn statement, nor any of it's officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (Attach a copy of the final order.) I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 11.1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND, THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287.017, FLORIDA STATUTES, FOR CATEGORY TWO ANY CH NIIE IN THE INFORMATION CONTAINED IN THIS FORM. By: (Signature Stephen C. Smith, P.E. (Printed Name) Senior Vice President (Title) Sworn to and subscribed before me this 4th (AFFIX"F�� B of Florida Notary R AMM CommissionnG 061838 �' ExP�re` 01251202� day of September 20 18 , by Signature: Personally Known X OR Produced Identification 3of8 288 SUNNY 'S4F,t' O� @F � Y n V 1 yFc s�, f'G��\O� wt r� or SON r� EOUAL OPPORTUNITY / AFFIRMATIVE ACTION City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 EQUAL OPPORTUNITY/AFFIRMATIVE ACTION STATEMENT The contractors and all subcontractors hereby agree to a commitment to the principles and practices of equal opportunity in employment and to comply with the letter and spirit of federal, state, and local laws and regulations prohibiting discrimination based on race, color, religion, national region, sex, age, handicap, marital status, and political affiliation or belief. Signed: Title: Senior Vice President Firm: Craig A. Smith & Associates, Inc. Address: 7777 Glades Road, Suite 410 Boca Raton, FL 33434 DECEMBER28,2010 4 of 8 M S�%ANY IS<� �S ~ n u x 0r yF ' f-`p0.�hit CST} O Of 5UN Ptj CONFLICT OF INTEREST City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 CONFLICT OF INTEREST STATEMENT The award of any contract hereunder is subject to the provisions of Chapter 112, Florida State Statutes. Proposers must disclose with their Bids, the name of any officer, director, partner, associate or agent who is also an officer or employee of the City of Sunny Isles Beach or its agencies. STATE OF FLORIDA COUNTY OF Palm Beach BEFORE ME, the undersigned authority, personally appeared Stephen C. Smith who was duly sworn, deposes, and states: 18.1. 1 am the Senior Vice President of Craig A. Smith & Associates, inc. with a local office in Boca Raton, Florida and principal office in Boca Raton, Florida 18.2. The above named entity is submitting a Bid for the City of Sunny Isles Beach, Bid No. 18-08-01 described as: Consulting Engineering Services for Golden Shores Utility Undergrounding and Roadway Improvements (CCNA). The Affiant has made diligent inquiry and provides the information contained in this Affidavit based upon his own knowledge. 18.3 The Affiant states that only one submittal for the above Bid is being submitted and that the above named entity has no financial interest in other entities submitting Bids for the same project. 18.4 Neither the Affiant nor the above named entity has directly or indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraints of free competitive pricing in connection with the entity's submittal for the above Bid. This statement restricts the discussion of pricing data until the completion of negotiations if necessary and execution of the Contract for this project. 18.5 Neither the entity nor its affiliates, nor any one associated with them, is presently suspended or otherwise ineligible from participation in contract letting by any local, State, or Federal Agency. 18.6 Neither the entity, nor its affiliates, nor any one associated with them have any potential conflict of interest due to any other clients, contracts, or property interests for this project. 18.7 1 certify that no member of the entity's ownership or management is presently applying for any employee position or actively seeking an elected position with the City of Sunny Isles Beach. 18.8 1 certify that no member of the entity's ownership or management, or staff has a vested interest in any aspect of the City of Sunny Isles Beach. 18.9 In the event that a conflict of interest is identified in the provision of services, I, on behalf of the above named entity, will immediately notify the City of Sunny Isles Beach. !Dated this th day of September 1201-0-8 Stephen C. Smith, Senior Vice President Print or Type Name and Title :w!rnMandsu cribed before me this 4th day of September 12010-.8 M Personally Known OR O Produced Identification . Type of Id tification NOTARY PUBLIC STATE OF FLORIDA yn Notary Public State of Florida s Amanda J Denton . My Commission GG 061838 OF ridF Expires 41/26/2021 DECEMBER28,2010 5of8 s 290 SUNNY IS�F s O� B DISPUTE DISCLOSURE V 1 City of Sunny Isles Beach 18070 Collins Avenue ,yF ,gg F O�P hit Sunny Isles Beach, FL 33160 OF $UN Telephone: (305) 947-0606 Fax: (305) 949-3113 DISPUTE DISCLOSURE FORM Answer the following questions by placing a "X" after "Yes" or "No". If you answer "Yes", please explain in the space provided, or on a separate sheet attached to this form. 19.1. Has your firm or any of its officers, received a reprimand of any nature or been suspended by the Department of Professional Regulations or any other regulatory agency or professional associations within the last five (5) years? YES NO X 19.2. Has your firm, or any member of your firm, been declared in default, terminated or removed from a contract or job related to the services your firm provides in the regular course of business within the last five (5) years? YES NO X 19.3. Has your firm had against it or filed any requests for equitable adjustment, contract claims, Bid protests, or litigation in the past five (5) years that is related to the services your firm provides in the regular course of business? YES NO X If yes, state the nature of the request for equitable adjustment, contract claim, litigation, or protest, and state a brief description of the case, the outcome or status of the suit and the monetary amounts of extended contract time involved. I hereby certify that all statements made are true and agree and understand that any misstatement or misrepresentation of falsification of facts shall be cause for forfeiture of rights for further consideration of this Bid for the City of Sunny Isles Beach. Craia A. Smith Associates, Ic. Fir Authorized ign ur DECEMBER 28,2010 09/04/2018 Date Stephen C. Smith, Senior Vice President Print or Type Name and Title 6of8 291 _( _ CONTRACTOR ANTI—BOYCOTT CERTMcCAT40N [PURSUANT TO FLORIDA STATUTE § 215.47251 I, Stephen C. Smith , on behalf of Craig A. Smith & Associates, Inc. Print Name Company Name certifies thatCraig A. Smith & Associates, Inc.does not: Company Name 1. Participate in a boycott of Israel; and 2. Is not on the Scrutinized Companies that Boycott Israel list; and 3. Is not on the Scrutinized Companies with Activities in Sudan List; and 4. Is not on the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List; and 5. Has not engaged in business operations in Cuba or Syria. -,A -- Signature Senior Vice President Title 09/04/2018 Date 8of8 292 SVNNY IS4F f o`` e � F C, V I r yF 9y�' C�rY OF SUN P��O STATE OF FLORIDA COUNTY OF Palm Beach ANTI -KICKBACK City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 ANTI -KICKBACK AFFIDAVIT I, the undersigned, hereby duly sworn and deposed say that no portion of this sum herein Bid will be paid to any employees of the City of Sunny Isles Beach or its elected officials as a commission, kickback, reward or gift, directly or indirectly by me or any member of my firm or by an officer of the corporation. (� Title: Senior Vice President The foregoing instrument was acknowledged before me this 4th day of September , 20 18 , by Stephen C. Smith [name of person], as Senior Vice President (Officer) [type of authority], for Craig A. Smith & Associates, Inc. [name of party on behalf of whom instrument was executed]. AFFIX NOTARY STAMP HERE: Notary Public — Sta1W of Florida EKiKl tate OfFlodda Amanda J. Denton ntonPrint or Type Commissioned Name GG 06183821 Personally Known X OR Produced Identification Type of Identification Produced DECEMBER 28, 2010 7 of 8 293 By: Title: Senior Vice President The foregoing instrument was acknowledged before me this 4th day of September , 20 18 , by Stephen C. Smith [name of person], as Senior Vice President (Officer) [type of authority], for Craig A. Smith & Associates, Inc. [name of party on behalf of whom instrument was executed]. AFFIX NOTARY STAMP HERE: Notary Public — Sta1W of Florida EKiKl tate OfFlodda Amanda J. Denton ntonPrint or Type Commissioned Name GG 06183821 Personally Known X OR Produced Identification Type of Identification Produced DECEMBER 28, 2010 7 of 8 293 fiC®IR®® CERTIFICATE OF LIABILITY INSURANCE FDATE(MMIDDIYYYY) 04/05/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Debbie Adametz At%CNIJo Ext: 561-210-8715 Fqc No: 561-210-8716 Sena & Whitney LLC 190 Glades Rd Suite C ADDRESS: dadametz@thesenagroup.com _ _ - _ INSURER(S)AFFORDING COVERAGE NAICIf Boca Raton, FL 33432 INSURERA: Travelers/Phoenix Insurance Co 12/01/2017 INSURED INSURER B: AIG Specialty Insurance Company INSURERC: Hiscox Insurance Company, Inc. CRAIG A. SMITH & ASSOCIATES INSURERD: 7777 GLADES ROAD SUITE 410 INSURER E: BOCA RATON, FL 33434 INSURER F DAMAGE TO RENTED PREMISES Ea occurrence $ 100,000 COVERAGES CERTIFICATE NUMBER: 00000000-1231557 REVISION NUMBER: 44 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR R OF INSURANCE ADDLITYPE INSD SUER POLICY NUMBER LTEFF MMIDDY POLICY EXP MMIDDNYYY LIMITS A X COMMERCIALGENERALLIABILITY Y X660505M2249-PHX-17 12/01/2017 12/01/2018 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL &ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY n i JECT EILOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident HIRED k NON -OWNED AUTOS ONLY AUTOS ONLY $ B UMBRELLA LIAB X OCCUR BE 011535567 12/01/2017 12/01/2018 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 X EXCESS LIAB CLAIMS -MADE DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN PER OTH- STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N I A (Mandatory in NH) E.L DISEASE- EA EMPLOYE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ C PROFESSIONAL E&O ANE1201537-18 04/01/2018 04/01/2019 PER CLAIM 1,000,000 C PROFESSIONAL E&O ANE1201537-18 04/01/2018 04/01/2019 AGGREGATE 2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS i VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) BLANKET ADDITIONAL INSURED APPLIES TO GENERAL LIABILITY AS PER WRITTEN CONTRACT. CERTIFICATE HOLDER CANCELLATION ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Printed by DEA on April 05, 2018 at 08:38AM 294 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE PROOF OF INSURANCE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE DEA ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Printed by DEA on April 05, 2018 at 08:38AM 294 .accrrc¢ CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDNYYY) 01/03/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy lies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER FrankCrum Insurance Agency, Inc. 100 South Missouri Avenue Clearwater, FL 33756 CONTACT NAME: PHONE A/C, No, Ext): 800 277-1620 X 4800 FAX A/C, No): 727 797-0704 E-MAILADDRESS: INSURER(S) AFFORDING COVERAGE NAIC# INSURERA: Frank Winston Crum Insurance Company 11600 INSURED FrankCrum L/C/F Craig A. Smith & Associates, Inc. 100 South Missouri Avenue Clearwater FL 33756 INSURER 8: INSURER C: INSURER D: INSURER E: INSURER F: CUVLHACiLS CLHI It- ICA I L NUMBLH: 4bb/tJl REVISION NIIMRFR' 1 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWATHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VMTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSRD SUBR WJD POLICY NUMBER POLICY EFF (MMIDD/YYYY) POLICY EXP (MWDD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES Ea occurrence $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY O PROJECT aLOG PRODUCTS-COMPIOP AGG $ $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILYINJURY (Perperson $ OWNED AUTOS SCHEDULED BODILY INJURY (Per accident) $ ONLY AUTOS PROPERTY DAMAGE Peracci A� ®® CERTIFICATE OF LIABILITY INSURANCE DAT03/282018) 03/28/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Marsh Sponsored ProgramsPHONE a division Of Marsh USA Inc. PO Box 14404 NAME: Marsh Sponsored Programs 1.877.320.9393 FAX 515.365.0895 Ext): Ext: AJC No: E-MAIL ADDRESS: riskmanagement@marshpm.com Vendor ID: 31459 INSURERS AFFORDING COVERAGE NAIC# Des Moines, IA 50306.9686 INSURERA: Old Republic Insurance Company 24147 INSURED Customer #: EXP106034 CRAIG A. SMITH & ASSOCIATES INSURERS: INSURER C: 7777 Glades Road Suite 410 INSURERD: Boca Raton, FL 33434 INSURER E: $ INSURER F: AUTOMOBILE IxANY ■M�1rI�!7i�d�. 01291171"±Iv l=JIUth1:17! THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL I SD SUBR WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MMIDDIYYYY LIMITS COMMERCIALGENERALLIABILITY CLAIMS -MADE OCCUR EACHOCCURRENCE $ D AG O RENTED PREMISES Ea occurrence $ MED EXP (Any one person) $ PERSONAL &ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY ❑PRO ❑LOC JECT OTHER: GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $ A AUTOMOBILE IxANY LIABILITY AUTO OWNED Fy SCHEDULED AUTOS ONLY AUTOS HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY X L106034.18 04/27/2018 04/27/2019 Ea acccciidentSINGLE LIMIT $ 1 000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTYDAMAGE $ Per accident UMBRELLA LIAB EXCESS LIAR HCLAIMS-MADE OCCUR EACHOCCURRENCE $ AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY y / N ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N /A I I I PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE- EA EMPLOYEE $ I E.L. DISEASE- POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS ]VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached If more space Is required) GPBR: 2QL2 Policy provides protection for any & all operations/jobs performed by the named insured where required by written contract. Certificate holder is an Additional Insured where required by written contract, Waiver of Subrogation included where required by written contract. Insurance is primary and noncontributory. CFRTIFICATF Hf11 nFR CAAICFI 1 AT[f)M Proof of Insurance SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 7777 Glades Road Suite 410 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Boca Raton, FL 33434 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE CEJ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 7375177 296