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HomeMy WebLinkAboutCraig A. SmithCITY OF SUNNY ISLES BEACH REQUEST FOR QUALIFICATIONS R FQ 18-11 Ol CONSULTING ENGINEERING SERVICES FOR GOLDEN SHORES PUMP STATION REHABILITATION (CCNA) /ONY /S4� � s O� n 119 9 a k I* F LO?' 5 `Y or SUN December 10, 2018 Submitted by: Craig A. Smith & Associates, Inc. Contract Director/ Project Manager: Stephen C. Smith, P.E. 21045 Commercial Trail Boca Raton, FL 33486 (561) 314-4445 * Fax: (561) 314-4458 Email: ssmith@craigasmith.com @�5 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination Page Section Description Number B Table of Contents C Cover Letter and Executive Summary 1-3 D Project Approach and Understanding 4-10 D.1- CAS Design Process Flow Chart (Exhibit A) 1142 D.2 - Schematic of Sunny Isles Beach Existing Golden Shores Stormwater Pump Station (Exhibit B) 13-14 D.3 - Stormwater Pump Station Location Map (Exhibit C) 15-16 D.4 - SCADA System Data Sheets (Exhibit D) 17-19 E Qualification Information and Assigned Personnel 20-35 E.1- Standard Form 330 Architect -Engineer Qualifications 195-211 (Prime Consultant) 36-74 E.2 - Standard Form 330 Architect -Engineer Qualifications 216-221 (Subconsultants) 75-104 E.3 - Project Organizational Chart 105-106 E.4 - Workload and Availability 107-110 E.5 - Subconsultant Firm Overviews 111-116 E.6 - Company Financial Statements 117-152 F Firm References and Similar Work Completed 153-168 G Corporate Standing and Authorized Signatory 169-173 H Variations/Exceptions 174-175 I Litigation Statement 176.177 Forms and Attachments J.1- Required and Respondent Submittal Forms (Section 6) 178-194 J.2 - Professional Registration, Licenses and Certifications 195-211 J.3 - Proof of Insurance 212-215 J.4 - Addenda 216-221 21045 Commercial Trail, Boca Raton, FL 33486 9 Ph: 561-314-4445 • www.craigasmith.com • LB3110 J�NY IS �v n jY <5r StSN Pa SECTION C - COVER LETTER AND EXECUTIVE SUMMARY CRAIG A. SMITH &ASSOCIATES a 21045 Commercial Trail • Boca Raton, FL 33486 CONSULTING ENGINEERS • SURVEYORS • UTILITY LOCATORS w w w. c r a i g a s m i t h. c o m I December 10, 2018 Mauricio Betancur, CMC, City Clerk City of Sunny Isles Beach Government Center 18070 Collins Avenue, 411 Floor Sunny Isles Beach, FL 33160 RE: RFQ No. 18-11.01 CONSULTING ENGINEERING SERVICES FOR GOLDEN SHORES PUMP STATION REHABILITATION CAS PROPOSAL NO. 3767 Dear Selection Committee: For your consideration, Craig A. Smith & Associates, Inc. (CAS) is pleased to submit this proposal in response to your Request for Qualifications for Consulting Engineering Services for Golden Shores Pump Station Rehabilitation. Executive Summary CAS is a 38 -year established Civil/Utility Engineering, Utility Locating, Surveying, and Construction Management firm located at 21045 Commercial Trail Boca Raton, Palm Beach County, Florida. CAS has 40 dedicated staff members consisting of six (6) Registered Professional Engineers, a Registered Professional Surveyor, two (2) ADDA Certified Drafters, one (1) GIS Specialist and the balance of staff including technical CADD drafting personnel, certified field inspectors, utility locators, as well as exceptional administrative, clerical and accounting personnel, to provide the City with the expertise required to perform duties requested for engineering services, including survey, design, bidding assistance, construction management and inspections, utility locates, hydrogeological and other stormwater consulting engineering services as needed. CAS understands the scope of work requested by the city and has extensive experience in performing such duties. CAS specializes in serving South Florida municipal governments and understands the unique needs of such communities. We are a client -oriented firm and our emphasis is on providing exemplar service. CAS has been providing professional engineering services for stormwater system and roadway improvements to the City of Sunny Isles Beach since 2013 and shall commit to continue to provide our technical, professional and financial resources to the city. Understanding Scope of Work CAS attended the scheduled site visit on November 30, 2018 of the Golden Shores Stormwater Pump and inspected the facility. It is our understanding that the city is interested in assessing the performance of the pump station and providing rehabilitation to ensure continued optimal operation of the pump station. More specifically the scope of services include but are not limited to installation of a remote telemetry unit, electrical upgrades, pump, pipe, valve inspection and upgrades as necessary, well integrity testing and hydraulic analysis of the associated drainage system. In addition, the city is interested in replacing/relocating the existing emergency generator outside the existing structure or possibly providing other non -confined space access for the electrical controls and generator. CAS is experienced in the rehabilitation of similar stormwater pump stations in the Tri -County area. We highly value the City of Sunny Isles as a client and look forward to continuing to serve the city with the utmost quality, cost effectiveness and expeditious service. CAS's knowledge of the city's drainage system along with experience with other similar cities will benefit the City of Sunny Isles in this project. General Approach & Methodology We provide long term relationship -based engineering services to our clients. 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 and schedule. CAS has a team approach with making the city's staff an integral part of that team. The rehabilitation project will be developed in the most cost-effective manner to achieve successful satisfactory results. The CAS philosophy utilizes a phased approach towards assisting the city in problem solving and for implementation of a cost effective and timely project completion. Our general project approach incorporates five phases consisting of the following: PHASE I - PROJECT DEVELOPMENT & PLANNING (PRE -DESIGN), PHASE II - SURVEY & ENGINEERING DESIGN, PHASE III - FINAL ENGINEERING DESIGN & BIDDING, PHASE IV - CONSTRUCTION and PHASE V - TESTING, START-UP & PROJECT CLOSE-OUT. These phases are defined in detail in Section D - Project Approach and Understanding. 9S 4. 1 82.8222 561.314.4445 YHUNI, 561.114.4453 305.940.4661 56 1.31 4.44S8 FAX 561.314.4459 City of Sunny Isles Beach December 10, 2018 Page 2 of 2 Firm's Current Workload CAS is currently reaching completion on many projects and is available to accept new projects. Please refer to the project list showing workload with percentage of completion in Section E.4 Workload and Availability. The CAS Management Team will assign responsibilities to survey crews, utility locating crews, staff engineers, subconsultants and construction management and supporting staff as needed. All staff members involved in the project will be provided with the proper, resources, equipment and tools to perform the assign work. CAS ensures that it maintains adequate staff to perform the work assigned and is able to increase staff as needed, due to its experience and reputation in the industry. The CAS TEAM is ready to allocate the necessary staff and resources and to work with the city in accomplishing its goals as per contract requirements. Continuity of Staff Our internal company culture has created an environment for staff to excel and experience satisfaction. CAS is proud to state that the current average employee tenure is over 12 years. The City of Sunny Isles will have the advantage of knowing that our assigned staff will be there throughout the duration of this project and beyond to offer continued knowledge as well as experience to serve the City's interests. Most Key CAS staff proposed for this project have served the city for the last 5 years. The CAS Team Mr. James R. Orth, P.E., Vice President of Engineering shall be the Production Team Leader for the duration of the contract. Mr. Orth can be reached at (561)-307-6395 or via email at In addition to our CAS staff, the following four (4) sub -consultants will provide the additional professional disciplines and support which may be necessary in the scope of work. The sub -consultants are as follows: Radise International, LLC. for geotechnical and material testing, Bailey Engineering Consultants, Inc. for electrical engineering services, Tessier Consulting, LLC. for HydrogeologiclHydro-Environmental Services and MUEngineers, Inc. for structural engineering services. CAS is a full-service engineering firm and shall provide most major services "in-house' such as, overall project coordination, survey, utility locating, engineering design, cost estimating, permitting, bidding assistance, construction management, stormwater modeling (hydraulic analysis), etc., thus allowing for a more cost-effective and efficient streamlined engineering process. In addition, CAS always strives to provide "value-added" services to clients. The CAS Team is composed of quality local South Florida firms with CAS, Bailey Engineering Consultants, Inc. and Radise International, LLC. retaining previous project experience in Miami -Dade County and first-hand knowledge of regulatory requirements. Principal CAS Staff Mr. Gene Shriner, P.E., President and Mr. Stephen Smith, P.E., Senior Vice President are the Principals of the firm and are authorized to make representations for the firm. Mr. Smith will serve as the Contract Director/Project Manager and Mr. Schriner will serve as the Quality Assurance/Quality Control Officer. Mr. Schriner can be reached by telephone at (561) 644-3232 or via email at gschriner(n)craigasmith.com and Mr. Smith can be reached by telephone at (954) 815- 4111 or via email at ssmith(a)craigasmith.com. Mr. Schriner and Mr. Smith will ensure the necessary resources are provided for the duration of the contract. All assigned CAS staff are located, and work shall be completed from the firm's corporate headquarters. Key and principal staff shall be available for appropriate meetings with the city as need. Corporate Name: CAS Corporate Headquarters: Company Telephone: Company Fax: Company Website: Craig A. Smith & Associates, Inc. 21045 Commercial Trail Boca Raton, FL 33486 (561)-314 4445 (561)-314-4458 www.craigasmith.com CAS believes it is the best firm to perform the advertised services because of its current and past experience with the City of Sunny Isles and similar project experience in Miami -Dade. We retain the personnel with experience and training along with a proven track record to perform on time and within budget. CAS would be honored to have the opportunity once again to work with the City of Sunny Isles and looks forward to its favorable consideration. CAS has no conflicts of interest. Sincerely, q*A-- Stephen C. Smit , P.E., enior Vice President SECTION D - PROJECT APPROACH AND UNDERSTANDING ?4�:A Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination PROJECT APPROACH CAS will work with the City's staff to provide the best possible services and solutions to complete the stormwater pump station rehabilitation project in a cost effective manner. CAS will also investigate the application of innovative technologies and utilize a phased approach towards assisting the City in the implementation of the stromwater pump station rehabilitation project. Our general project approach is as follows: PHASE I - PROJECT DEVELOPMENT AND PLANNING (PRE -DESIGN) • Meeting with City Staff to develop the project scope and establish project requirements • Establish responsibilities of all project participants • Develop a fee proposal to match the project scope • Finalize the scope and proceed with a kickoff meeting with the City Staff • Perform Pre -Design Field Condition Assessment • Conduct Hydraulic Modeling/Feasibility Studies (as needed) • Prepare preliminary (conceptual) engineering design/plans • Prepare preliminary construction cost estimate • Public Involvement/Community Outreach (as needed) CAS shall develop the project scope in a manner that will avoid schedule conflicts and allow for an efficient flow of work. CAS believes a high level of consistent communication will be essential in providing a successful completion of the assigned rehabilitation project. Our management team will maintain a high level of communication with continuous accessibility to CAS staff and all other team members (sub -consultants). The CAS Team's goal is to seamlessly operate as an extension to City staff to satisfactorily complete the rehabilitation project on time and on or under budget. PHASE II - SURVEY AND ENGINEERING DESIGN • Survey site • Geotechnical and field testing (as required) • Review existing record drawings, utility atlases and evaluate field/operational conditions • Utility Locates utilizing available technologies, such as, Vacuum Soft 21045 Commercial Trial, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 @�A Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination Digs, EM Designation, 2-D GPR and use of 3D Radar Scanning • Utilize necessary Engineering design methods • Utility Coordination (Cable Companies, FPL, etc.) • Establish all design requirements • Establish all permitting requirements • Prepare engineering (30%-60% construction plans) project plans • Quality control meetings with CAS staff • Meet with City Staff to review project design, schedule and budget • Adjust preliminary project quantities and estimated costs • Approval and adjustments to engineering project plans • Quality Assurance Review with City (as needed) CAS' unified design process along with its unique utility locating capabilities allows for accurate design deliverables at an accelerated schedule. (i.e., 60% design plan deliverables at traditional 30% design phase). CAS' unified design process includes survey and utility locates which are services provided "in- house" by CAS thus, eliminating the need for numerous subconsultants for the development of design drawings and allowing for a streamlined efficient and more cost-effective design. Acquiring comprehensive and accurate utility locates in order to develop complete design drawings will be a critical step to the successful completion of the pump station rehabilitation project, thus eliminating design deficiencies. PHASE III - FINAL ENGINEERING DESIGN AND BIDDING • Preparation of 90% design and final construction plans • Preparation of final specifications and contract documents • Quality Assurance Review with City • Finalize cost estimate; Develop Bid Tabulation (Schedule of Values) • Meet with City Staff to review final project design, schedule and budget • Finalize permitting (SFWMD, FDEP, etc.) • Advertise for bidding 21045 Commercial Trial, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 @��A Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination • Provide plan adjustments and finalize for bidding • Bid project (typical 30 days); solicit qualified bidders • Prepare bid addendums and answer contractor RFI's • Assist City in receipt of bids • Review bids and bidder qualifications • Recommend award • Assist City with contract management A 90% Design Review meeting will be scheduled with City staff for final comments and revisions prior to submitting to regulatory agencies for permitting. CAS has over 35 years of experience and understanding of the regulations and statutes in South Florida and as they pertain to stormwater and drainage and projects. Permitting Agency Coordination which includes compliance with the necessary regulations and proper communication with agencies is an important aspect of any project. Coordinating with permitting agencies during the early stages of the project to identify any "permitting challenges" that may impact the schedule of the project is very important. CAS's experience and relationships with state and Miami -Dade regulatory agencies combined with a proactive approach will ensure the project is permitted in a timely manner. PHASE IV - CONSTRUCTION • Mobilize and prepare site • Prepare safety plan • Project field stakeout • Electrical permits • Shop drawing submittal and approval Begin construction • Construction inspection and reporting • Construction management and administration • Public Involvement/Community Outreach (as required) • Adherence to contract/permitting requirements • Final construction • Final punch -list 21045 Commercial Trial, Boca Raton, FL 33486 • Ph: 561-314-4445 9 www.craigasmith.com • LB3110 @�a Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination CAS has a knowledgeable and experienced construction management team which is important for keeping a construction project on schedule, realizing potential cost savings and minimizing construction impacts. CAS has experienced staff to provide effective contract administration including cost estimating, schedule review, shop -drawing submittal review, processing of change orders and any other related construction management activities. CAS will ensure key construction project elements are documented and updated regularly and that any issues are addressed efficiently. CAS will ensure that the contractor is held accountable, abiding according to design documents and meeting all contractual obligations. CAS will submit monthly construction progress reports to the City of Sunny Isles Beach, which will include summary of work completed, critical issues requiring resolution in order to maintain project schedule, planned budget versus actual cost to -date, planned work schedule for the next month and identification of any upcoming conflicts or other critical items. PHASE V - TESTING, START-UP AND PROJECT CLOSEOUT • Prepare Startup & Testing Plan • Supervise & coordinate all startup and testing activities • Review record drawings • Prepare Operations & Maintenance manual • Prepare final accounting, certifications and close out reports • Project Close -Out QUALITY ASSURANCE/QUALITY CONTROL Quality control throughout the project is handled by means of a check and balance system and through the team's client relationships we form during the project providing continuous open, often face-to-face and honest lines of communication. CAS conducts weekly QA/QC meetings in-house every Monday to ensure that projects are on schedule and within budget. The CAS process will be methodical and timely in approach. The established goals identified in the project initiation will be implemented through the design phase, construction phase and closeout of the project. Members of the Project Team will meet regularly to establish a 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 engineering studies, survey or utility locates. • At CAS we are committed to achieving and maintaining the highest quality standards possible and ensuring the client's satisfaction. Refer to the Exhibit A - CAS Design Process Flow Chart (Section D.1) as an example of the typical QA/QC process implemented. PROJECT MONITORING & BUDGET In order to get the most accurate budget price at the pre -construction phase and the construction phase, CAS breaks down all design elements into numerous detailed items that will add up to the entire project construction cost (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' method utilizes this phased approach towards assisting the City in problem solving and for implementation of stormwater pump station rehabilitation project. 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 goals and requirements. 21045 Commercial Trial, Boca Raton, FL 33486 9 Ph: 561-314-4445 9 www.craigasmith.com • LB3110 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination We strive to identify potential issues early in the project so necessary action can be taken to keep the project on schedule. CAS will continually update the cost of the project as necessary In order to stay on budget. If an issue develops with the schedule, cost or the budget, CAS will 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 of a quality product on schedule and on budget. CAS Technical Reviews will be conducted throughout the project schedule by the Principal members of our firm as part of our commitment to quality engineering. CAS' experienced engineering staff, in-house survey and extensive utility locating capabilities allows for the development of very accurate and complete basemaps for design of such utility rehabilitation projects. There is no second guessing as to the location of existing buried utilities (both active and abandoned), therefore greatly reducing or altogether eliminating change orders. This is the "CAS ADVANTAGE". Our goal is to have no change orders. UNDERSTANDING SCOPE OF WORK The City of Sunny Isles Beach is seeking professional engineering services for the evaluation and rehabilitation of the existing stormwater pump station located within the Golden Shores community. "The project is planned to rebuild the entire pump station to ensure its continued use." The evaluation will include a hydrologic and hydraulic analysis of the drainage area served by the pump station including the pump station using best available information in the absence to drainage system as -built data to verify existing drainage levels of service. Professional services will also include producing as -built drawings of the existing stormwater pump station's wet well and inflow/outflow devices (pipes & Class V wells) to develop a representative hydraulic evaluation of the station. Professional services can also include the surveying of the existing drainage system to verify what is the ground and include measures to account for sea -level rise as necessary. Additionally, the services also include but are not limited to the design and implementation of a remote telemetry unit/SCADA system, electrical upgrades, inspection of the pumps and associated components and recommend upgrades as necessary; test wells for capacity and integrity, backflow, prevention device testing and bypass outfall pipe replacement with new sluice gate type structure and street drainage system inspection. In addition, the City is interested in replacing the existing emergency generator outside the existing structure with a suitable generator or possibly modify the station by providing a non -confined access point to the electrical controls and generator. The latter option may not be necessary if the proposed project is to rebuild the entire station. (See Exhibit B and C for pump station schematic and location map at the end of this section). CAS will perform a detailed review of all record drawing/as-built survey data and any other pertinent documentation of the existing pump station and related facilities, such as pumps, motors, wells, controls, electrical panel, generator, etc. A hydraulic evaluation of the Golden Shores drainage area will also be conducted to ensure proper sizing of pumps, motors and related elexisting pump stationctrical equipment and make sure water quality treatment requirements are met. Based on the findings CAS will make recommendations for improvements/upgrades to the existing stormwater pump station. Thereafter, CAS will prepare proper documentation for engineering design, permitting and construction as required for the completion of the rehabilitation project. More specifically, with respect to station monitoring and electrical upgrades our approach to this work 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • L133110 i:] @�g Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination is to provide design and coordinated installation that will provide the City Sunny Isles with a reliable power, control and remote monitoring system for the next 20 years. In terms of controls, an Allen Bradley brick style PLC is recommended to provide control to the station. Westinghouse motor starters and automatic transfer switch (ATS) will provide the power to the pumps and allow for automatic generator operation. The primary panel components have reached the end of their useful and should be replaced. The existing generator appears to be in good condition. The new electrical system may include a 100 amp, 3 phase 480 volt electrical service assuming existing operating conditions. Power wiring will be replaced back to the FP&L pad mounted transformer as required. A new main breaker, ATS and pump control panel will replace the out of date existing equipment. In order to provide better access to the equipment we would propose to either provide a new generator or retrofit the existing generator in ballistic rated aluminum enclosure suitable for 180 MPH sustained winds. The current generator area can then be reconfigured to allow for better equipment access and air conditioning of the electrical equipment area. CAS recommends the City utilize state of the art cellular system for communicating from the stormwater station to the central site. Cell phone based systems eliminate the need for radio towers, provide reliable service and are easy to maintain. This system will also handle any other remote City site such as lift stations or other sites. This can be integrated with VT SCADA HMI software. This platform allows he City to view and operate stations from a central location or from operator cell phone platforms. See the data sheet in Exhibit D for the recommended SCADA system at the end of this section. 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 SJ�NY IS�F F s T N tie Sys SECTION D.1 - CAS DESIGN PROCESS FLOW CHART (EXHIBIT A) 11 Craig A. Smith & Associates, Inc. RFQ No. 18-11-01 12 SV N Y-IS4F i \ P �rF 9yj* F�LO?,\Q SAF �v SECTION D.2 - SCHEMATIC OF SUNNY ISLES BEACH EXISTING GOLDEN SHORES STORMWATER PUMP STATION (EXHIBIT B) 13 �I "'�IN IP'?1140' , ivlIS 471i f .41\•u ,VP1 14 :'joNY 15� s iV .�7} OF yON P� SECTION D.3 - STORMWATER PUMP STATION LOCATION MAP (EXHIBIT C) 15 N£1i 1s15t•'��`� � I � y� � M V �,arRi9�ter�ace t s`tc�pp ' i e To aX200 v■' Shores Home a- �: ig9rh termct ri .ln t !1►a j��r a npoi� ,o � �AdRout ,bw,��,. Mannas 6cacr, R ,c reams a m` .Days Miltel b . - Publix Super Marke t at Sunny Isles Beach - rt i a pdnle�]lat�onal SJtfNY IS4F Q s # i Y * ,k . 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N Z 72 V att E I I u d 0 0 li d c E y Y2 L 19 O A E_ N 0 C a O c � A O � u A > G .� & owO yyry d 7 y Kj O F p E N A Z Ox. v n Q iE a g v > c K W � d F c U F N VW i y K Q q Vl O . u LL F Y2 L 19 A E_ d H � A O y > & �3 d 7 P E � N VW u K O E u v E E c. U 5 C d Y2 L 19 SJNNY Ig�� s O� d �( n *-k A tiF FLOR\ 4' C'rY or SUN PNO SECTION E - QUALIFICATION INFORMATION AND ASSIGNED PERSONNEL 20 @�5 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination Craig A. Smith and Associates, Inc. (CAS) is a Florida Corporation licensed for the practice of Professional Engineering, Surveying, Construction Management and Utility Locates Services. CAS is a local South Florida firm with corporate headquarters located in Boca Raton. All work for the City of Sunny isles Beach Golden Shores Stormwater Pump Station Rehabilitation project shall be completed by CAS staff from the headquarters location. Palm Beach Office: Corporate Headquarters 21045 Commercial Trail Boca Raton, Florida 33486 (561) 314-4445 [fig 9113:1116161-1 11191U1 MiamWade Office: 815 NW 57th Avenue, Suite 200-10 Miami, Florida 33126 (305) 940-4661 Broward Office: 277 Goolsby Boulevard, Unit 4C Deerfield Beach, Florida 33442 (954) 782-8222 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. FIRM SIZE - 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. More specifically, CAS staff members consists of six (6) Registered Professional Engineers, one (1) Registered Professional Surveyor with three (3) survey crews, two (2) ADDA Certified Drafters, one (1) GIS Specialist and the balance of staff including additional technical CADD drafting personnel; three (3) certified field inspectors; ten (10) utility locators; as well as competent administrative, clerical and accounting personnel, to provide the City with the expertise required to perform the duties requested under this contract. 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 • Surveying • CADD (Computer -Aided Design & Drafting) • Subsurface Utility Locates • Construction Management 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 21 @�g Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination FIRM PHILOSOPHY & EXPERIENCE - CAS is committed to providing its clients with cost-effective, timely, comprehensive, high-quality professional services in the practice of civil 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 a full service civil engineering firm and has extensive local South Florida experience in engineering design and construction management spanning 38 years. CAPABILITIES & BENEFITS - Craig A. Smith & Associates (CAS) is a local client -oriented firm tailored to serving the needs of many governmental clients. CAS has been providing professional engineering services for stormwater system and roadway Improvements to the City of Sunny Isles Beach since 2013 and shall commit to continue to provide our technical, professional and financial resources to the city. We also serve numerous Florida counties, other cities, towns, special districts and utility departments/authorities similar to the City of Sunny Isles Beach. The CAS Team is highly experienced and qualified to perform consulting services with respect to stormwater pump station rehabilitation for the scope of work described in the Request For Qualifications. Our success can be exhibited by our tenure with our clients, many of which we have served for 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. CAS is committed to making clients successful by understanding their organization, methods of operation, challenges and achieving their objectives through a multi -discipline approach based on experience, innovation and teamwork. We pride ourselves in establishing long-term relationships with our clients by providing them with the ultimate in successful consulting engineering services. We believe in providing clear and concise face-to-face communication with clients. And any communication via phone, fax, email or other method shall be provided clearly and concisely. Response time to a client's request is usually within the hour if not by the close of the business day. CAS also strives to adopt innovative technology or software programs that clients require or utilize for cost effective pump station rehabilitation and operational monitoring. For Similar Work Completed refer to Section E.1 and E.2 Standard Form 330 Architect -Engineer Qualifications and Section F. Firm References and Similar Work Completed. CAS is currently serving the needs of many governmental clients; Florida counties, cities, towns, special districts and utility authorities. Our 38 years of experience gives us the perspective to provide services for large municipal projects (over $250,000) as well as smaller projects (under $250,000). CAS is highly experienced and qualified to perform the services described under the proposed scope of services. More specifically, survey, utility locates, design, permitting and construction for the rehabilitation of the Golden Shores stormwater pump station which may also include associated drainage system improvements and other related services such as hydraulic modeling as required. CAS has successfully completed numerous stormwater/drainage utility improvement projects for the following municipalities: City of Sunny Isles Beach City of Miami Beach Town of Golden Beach Bal Harbour Village Town of Pembroke Park. City of Belle Glade City of Sweetwater Village of EI Portal Indian Trail Improvement District City of Tamarac City of Moore Haven Spring Lake Improvement District Sunshine Water Control District Glades County 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 22 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination CIVIL ENGINEERING: CAS can provide our clients with a full range of engineering consulting services. Our engineers and trained specialists have extensive experience in assisting municipalities and utility departments with daily engineering needs such as planning, design, permitting and construction of cost-efficient operational utility systems. CAS engineering consulting services include: • Storm Water Management • Storm Water Utilities Development • Water Treatment & Distribution Systems • Wastewater Collection/Transmission & Treatment • Potable Water Treatment Systems • Wastewater Pump Station Design • Stormwater Pump Station Design • Canal Dredging and Sediment Removal • Surface Water Management • Utility Permitting • Water/Wastewater Treatment Plant Design/Rehabilitation • Utility Pipeline Design & Relocation (Water, Wastewater & Reclaimed Water) • Utility Master Planning • Grant Funding Assistance SURVEYING: • Facility Planning • Solid Waste Studies • Solid Waste Disposal and Leachate Treatment • Development Permitting • Feasibility Studies • Inflow & Infiltration Studies • Construction Cost Estimate • Construction Management • Construction Observation and Certification • Contract Administration • Effluent Reuse & Disposal • Sludge Treatment & Disposal • Roadway & Drainage Design • Water, Sewer & Stormwater Hydraulic Modeling CAS is one of South Florida tenured and respected surveying firms that 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 survey equipment such as Topcon and Trimble SC Robotic Total Stations, Trimble 5800 RTK Base/Rovers, Leica P 30 Laser Scanners, Recon 400 TDS, TSCE 2 and Ranger 50OX Data Collectors along with Topcon ATC Levels and tablets. In addition, our survey crews have been trained based on engineering principles and implement daily quality control measures ensure that our clients receive the highest quality service and most accurate basemaps. CAS surveying services include: 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 23 @�Ri Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination • Mapping & Platting • Parcel Description & Sketches • Boundary & Acreage Surveys • Condemnation Surveys • Land Description Preparation • Highway Construction Surveys • Construction Surveys • Quantity Surveys • Subdivision Designs & Calculation • Accident Surveys • GPS Mapping • As -Built Certifications • Route Surveys • Mean High Water Surveys • Canal Cross -Sections CAS' "in-house" surveying capabilities eliminates the need for an additional subconsultant for this service and thus allows for more cost-effective and faster response to revisions or modifications to basemaps or scope of work as requested by the City or as required for the duration of the project. CADD (COMPUTER-AIDED DESIGN &DRAFTING): 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. Designs relate to engineering projects such as water, sewer, reclaimed water, paving and drainage systems. Craig A. Smith & Associates prides itself on 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 CAS uses are: • AutoCAD • Autodesk Civil 3D • Autodesk Map 3D • Navisworks The City will benefit from CAS' experienced CADD staff which will work closely with project managers and City staff for the stormwater pump station rehabilitation project and provide any technical support to City staff related to Autodesk Civil & Map 3D use if required. 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 24 @�a Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination SUE (SUBSURFACE UTILITY ENGINEERING): 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 (AutoCAD Civil 3D). CAS performs subsurface utility engineering providing utility mapping, electromagnetic designating (EMD), 2D radar designating/ground penetrating radar (GPR), 3D radar tomography (RT), vacuum soft digs, and conventional and GPS utility surveys. CAS also provides utility coordination services, interfacing with utility owner/operators on behalf of engineers, planners and project designers. CAS' extensive SUE experience coupled with its EMD, 2D GPR and unique 3D RT capabilities will provide the City with accurate and comprehensive utility locates for complete survey basemaps irregardless of quality of existing record drawings and thus superior engineering design for the City's utility projects. This will translate also to time saving and minimization of charge orders during construction by eliminating "unforeseen" field conditions. _ado 21045 Commercial Trail, Boca Raton, FL 33456 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 25 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination CONSTRUCTION MANAGEMENT: The CAS construction management team has a combined total experience of nearly 80 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, monthly progress reports and monitoring of project finances. The construction management team of professionals provides 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 • Design Document Review • Contract Administration • Contract Documents • Construction Management • Construction Engineering & Inspection • Cost & Payment Verification • Bidding Coordination • Contract Negotiation • Residential/Commercial/Municipal Project Observations 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 26 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination CAS KEY STAFF EXPERIENCE (SEE ALSO STANDARD FORM 330 ARCHITECT -ENGINEER OUALIFICATIONS IN SECTION E. Gene R. Schriner, P.E., President, has over 40 years experience and is responsible for the business development of the 40 member civil engineering and surveying firm with gross sales of over $5.0 million. Mr. Schriner initiates business development opportunities, provides client coordination and manages client contracts while overseeing daily operations of the firm. Mr. Schriner has also been involved with securing and developing over 20 municipal client contracts throughout South Florida. Mr. Schriner has extensive experience with the conceptual design and planning of water distribution and wastewater transmission/collection and/or treatment plant projects. Mr. Schriner managed the master planning, modeling, design and construction of approximately 114 miles of 4%12" water mains throughout the Port LaBelle area in Hendry County to supply potable water service to local residents. Mr. Schriner also managed the preliminary planning, design, bidding and construction oversight of 91,200 linear feet of 12"-30" water distribution mains as part of Palm Beach County Water Utility's Lake Region 12" Water Main Transmission Project to serve the cities of Pahokee, Belle Glade and South Bay. In addition, Mr. Schriner managed the construction of the Moore Haven Phase 1 -III Sewer System Improvements which included the construction of a 90,000 GPD wastewater treatment plant, two (2) master pump stations, over two (2) miles of gravity sewer collection system and two (2) miles of force main. In addition, Mr. Schriner managed the design and construction and provided quality assurance/quality control reviews for the stormwater system improvements for the City of Moore Haven which consisted of two (2) stormwater pump stations, gravity and force main stormwater pipe installation. As County Engineer for Okeechobee County, District Engineer for Spring Lake Improvement District and Sunshine Water Control District, Mr. Schriner has been responsible for the direction of all County and District related projects including development review, County and District wide stormwater improvements as well as local and state roadway improvements. 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 utility master plans for lake communities. Stephen C. Smith, P.E., Senior Vice President & COO, responsibilities include management of daily business operations for 40 member civil engineering and surveying firm with gross sales of $5.0 million. Mr. Smith oversee all areas of business including engineering, surveying, construction management services, accounting and human resources, more specifically oversees pipeline projects and all transportation/roadway and stormwater/drainage projects including studies, reports and design. He ensures proper allocation of resources, staffing, financial management, quality control and timely project completion. Mr. Smith managed the survey, utility locating, design and construction of approximately 14,500 linear feet of drainage pipe ranging in size from 16" to 72", 205 drainage structures and 7 outfalls for the Town of Golden Beach as part of the Town's Phase III and IV stormwater improvements. In addition, Mr. Smith was responsible for the master planning, project management, resource allocation and quality assurance for the stormwater design, as well as the project management during construction (which included stormwater pump stations) for the City of Sweetwater (6 stormwater pump stations), Miami -Dade (3 stormwater pump stations) and the Town of Pembroke Park (2 stormwater pump stations). He has extensive local experience in the design and management of stormwater improvement projects. James R. Orth, P.E., Vice President of Engineering. Mr. Orth has extensive design and construction management experience in water distribution, wastewater conveyance/collection, stormwater 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 +4i Craig A. Smith & Associates, Inc. INFORMATION Engineers • Surveyors • Subsurface Utility Engineering PERSONNEL ' • 3D Subsurface Imaging • Utility Coordination management and road system improvement projects. Mr. Orth has designed and managed all aspects of the design and construction of land development and municipal projects which included 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 plans, 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. William H. Landis, P.E., Senior Supervising Engineer, is a mechanical engineer with over fifty (50) years of experience (38 years in Florida) working with process pumping, piping, air handling, material conveyance and controls for treatment plants and pump stations. Mr. Landis has worked with CAS since 1980 is responsible for the design and operations of municipal water and wastewater utility systems as well as stormwater systems and pump station design projects. Specific areas of expertise include stormwater/water/sewer modeling and analysis, water and wastewater instrumentation and controls, water and wastewater pipeline design, wastewater and stormwater pump station instrumentation and controls, utility financing, rate studies, and facility planning. He has participated in and directed most of the firm's sewer and stormwater rehabilitation projects, to date. Mr. Landis is also responsible for utility system computer analysis and modeling, developing rate structures, rates and charges for utility systems, preparing developer agreements, utility acquisitions, utility atlas development, network analysis, utility rehabilitation, utility financing and all aspects of utility design and general utility consulting work. Orlando A. Rubio, P.E., Senior Supervising Engineer, has over 29 years of experience and specializes as a design engineer of moderate to complex surface water management systems. Mr. Rubio started off his career in the regulatory sector with the SFWMD and Broward County. When employed with Broward County's Water Resources Division, he coordinated project reviews with SFWMD, FDEP and/or county agencies and headed the delegation of the Environmental Resource Permitting program to Broward County. Mr. Rubio has extensive experience in stormwater modeling of moderate to large scale systems using advanced stormwater modeling software such as ICPR and HEC -RAS and has extensive experience with the design of stormwater retrofit projects. In addition, he has also developed stormwater master plans for municipal clients and has successfully designed and permitted the recommended improvements from those master plans which many included construction of new or rehabilitation of existing stormwater pump stations. All projects were designed in accordance with established criteria and engineering principals. Mr. Rubio has extensive experience in the permitting process with SFWMD, FDEP and local (Miami -Dade) regulatory agencies. SURVEY: Robert D. Keener, PS.M., Vice President of Surveying, has been licensed in the State of Florida for 18 years and with over 30 years of surveying experience for utility (water and wastewater) and stormwater design and master planning. As Vice President of the CAS Survey Division, Mr. Keener heads a qualified survey staff that includes both CADD and field personnel (three survey crews). His staff is proficient with the latest survey technology available to the industry including AutoCAD 2018. Mr. Keener was also responsible for creating route surveys and other basemaps used for engineering design for many municipalities including the City of Sunny Isles Beach, Town of Golden Beach, City of 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 28 @�g Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination Miami Beach, North Miami Beach, Bal Harbour Village, City of Belle Glade, Indian Trails Improvement District, Palm Beach County Water Utilities, Town of Pembroke Park, City of Oakland Park, City of Pompano Beach, City of Lake Worth, City of South Bay, City of Pahokee, Glades County, Spring Lake Improvement District and Okeechobee County. James R. Orth, P.E., Vice President of Engineering. Mr. Orth has extensive construction 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 which included 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 plans, 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. Tony Gomes is a Senior Field Representative. Mr. Gomes has over 35 years experience and provides assistance to the Project Engineer for the inspection of work accomplished and materials furnished by contractors, with specialized expertise in utility pipeline (water and wastewater), roadway, drainage and bridge construction. William Tanto is a Project/Field Utility Coordinator. Mr. Tanto provides assistance to the Project Engineer for the inspection of work accomplished and materials furnished by the contractor with specialized expertise in utility pipeline (water and wastewater), roadway, drainage and bridge construction. UTILITY LOCATES: James F. Driscoll is the Director of Subsurface Utility Engineering (SUE). Mr. Driscoll has over 25 years of experience in the engineering, survey and utility locates fields. Mr. Driscoll coordinates the utility locate crews that perform horizontal locates as well as vertical utility locating using both vacuum pothole excavation, electromagnetic induction (EM) for toned utilities, 2-D ground penetrating radar (GPR) and 3-D scanning (radar tomography). Raul Carbonell is the Utility Locates (SUE) Field Supervisor. Mr. Carbonell has over 14 years of experience in the survey, utility locating and utility construction fields. He has performed or overseen in excess of 5,000 vacuum soft digs and conducted thousands of 2-D ground penetrating radar studies and 3-D radar tomography scannings for buried utility mapping efforts. Bailey Engineering Consultants, Inc. is a multi -disciplined consulting engineering firm specializing in electrical, instrumentation and SCADA system designs for Water, Wastewater and Stormwater projects. They provide consulting engineering services to the public and private sectors with preferential services for municipal and governmental clients. Incorporated in 1992, they are a second -generation consulting engineering firm with offices in Cooper City, City of Lake Worth and Orlando, Florida. Bailey's water treatment 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 Pot] @ZA Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination plant design experience is diverse and includes electrical and control system designs for Membrane Filtration, Reverse Osmosis Treatment, Ion Exchange Systems, Ultra Filtration and Lime Softening. They also provide electrical and control system designs for stormwater and wastewater pump station facilities in areas for residential and commercial developments throughout the state of Florida. The firm's electrical distribution system experience covers from low voltage applications up to medium voltage 13 KV distribution system designs. They currently implement "smart" designs" on projects and utilize data highways as a means to communicate to motor starters, variable frequency drives and motor monitoring equipment. Bailey integrates data highway systems seamlessly and reliably into plant control system insuring the end user of a fully redundant powerful power communication architecture. The firm's instrumentation systems design experience includes SCADA and PC based systems. This experience encompasses computer/PLC controlled systems utilizing SCADA based systems for interfacing to remote locations, as well as hard wired relay controlled custom solutions. To reinforce the firm's emphasis on quality, the company has complex project designs reviewed by independent companies. They interface with design engineers from complimentary disciplines during the design process to review design principles and to assist in the preparation of design drawings and specifications for specific project needs. Bailey's staff electrical experience includes electrical and instrumentation system designs for industrial plants, specifically Stormwater, Water and Wastewater Treatment Facilities located throughout the state of Florida. Bailey Engineering Consultants have an extensive history of project experience related to electrical engineering design for water/wastewater treatment plants, wastewater and stormwater pump stations. The firm will be providing all electrical engineering work necessary to complete the stormwater pump station rehabilitation project under this contract. Bailey has provided electrical engineering services for numerous projects for CAS throughout South Florida. Below is a list of clients that Bailey Engineering Consultants has provided electrical engineering services for wastewater lift station and stormwater pump station utility projects designed and managed by CAS. City of Sweetwater Miami -Dade Water -Sewer Department Indian Trail Improvement District City of Moore Haven Spring Lake Improvement District Town of Pembroke Park Bal Harbour Village Town of Golden Beach City of Margate Bailey Engineering Consultants will be providing all electrical engineering services for the duration of the project. 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 30 @�g Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination MUEngineers, Inc., will be providing structural engineering support for this project. MUEngineers, Inc. is a full service, Iftneineers, Inc. dynamic structural engineering and inspection firm. MUEngineers, Inc. was founded in 2010 by Marcus Unterweger. He holds a Master's degree in structural engineering, an MBA and is a LEED accredited professional. He is a registered professional engineer and a Florida -certified special/threshold inspector. Before starting MUEngineers, Marcus Unterweger had been practicing engineering at one of the leading national engineering firms in Florida since 1999 and managed one of their local offices for more than 5 years. His varied design experience includes work with educational facilities, municipal facilities, high rise buildings, healthcare facilities, churches, office buildings, pedestrian bridges, seawalls, 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. They are a Broward County -Certified CBE and provide services to commercial, industrial, municipal, legal and residential clients for projects of all types and sizes. MUEngineers is committed to providing innovative, sustainable and high -q u a I i t design solutions to meet and exceed client expectations and needs. They select structural systems creatively within the project budgets, and keep constructa bi lily, and local construction techniques and methods in mind. MUEngineers, Inc. will be providing any structural engineering needs for the duration of this project. RADISE International, L.C. (RADISE) is a successful, full-service geotechnical engineering, construction materials testing, and inspection services firm that has been serving Florida since 1997. RADISE RADISE has a staff of 60 including local, professional engineers; I N T E R N A T I O N A L field and laboratory technicians, geotechnical drillers; inspectors and support staff servicing Palm Beach, Broward and Miami Dade counties. Their senior staff has 200+ years of combined geotechnical engineering, materials testing and inspection experience. RADISE has been serving Florida for 20 years and has always been a financially sound firm. They have a history of no litigation and maintain a safety -first record of no OSHA lost time. Certifications: RADISE holds numerous certifications including being a Palm Beach County SBE; State of Florida M/WBE; Broward County CBE; Miami -Dade County CBE, SBE and LDB; Florida DOT DBE; and South Florida Water Management District SBE. Offices and Certified Testing Labs: RADISE has an office in Palm Beach, Broward and Miami -Dade counties, and 3 certified construction materials testing laboratories in Palm Beach County (FDOT/CMEC/USACE certified), Broward (FDOT/CMEC certified) County and at the East Branch Dam project (USACE/CMEC certified) in Wilcox, PA. Specialized Experience and Technical Competence: • Geotechnical Engineering and Drilling • Field and Laboratory Materials Testing • QA/QC Testing During Construction • Geotechnical Analyses and Reporting • FDOT Construction Testing Qualification Program (CTQP) Training Provider 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 31 @�a Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination As experts in providing geotechnical engineering and materials testing and inspection services, they are skilled in conducting site investigation, evaluation, design and preparation of engineering plans; preparing specifications and contract documents; master planning and permit preparation; as well as serving as liaison with project owners, cities, counties, consultants, agencies and stakeholders. They perform all of our drilling in-house with multiple truck and track mounted drill rigs. For 20 years, RADISE has provided geotechnical engineering, field and lab construction materials testing, inspection and quality control services for projects throughout Florida. Radise has extensive experience and a solid background working with both the public and private sectors in south Florida which includes continuing service contracts with numerous cities, counties, and school districts. Radise also works extensively with the SFWMD, FOOT and USACE on operations that run 24/7. Quality Control: RADISE developed and utilizes a quality control system that is a powerful, web -based application. The QC system enhances project success with features that simplify reporting and create instant results/reports for clients accessible via the internet 24/7. Our QC system has proven to be a significant advantage when reporting to the level that is required by many agencies. RADISE recently provided geotechnical and material testing services for the rehabiliation of G42O Pump Station - Turning Vain & Pump Modifications for Miami -Dade County. RADISE International also offers engineering inspection and testing services to clients to confirm the quality of the work performed and construction materials used in their projects. RADISE's engineering inspectors and technicians are trained to monitor and record workmanship and to inspect and document material conformance to project specifications. Our involvement helps prevent deviations that can affect the quality or compromise the design of projects. RADISE Certified or Validated test methods (CMEC/AMRL/USACE/FDOT) • Soil Aggregate • Concrete Bituminous Masonry Rock Construction Materials Engineering • Construction Materials Research • Assistance with Specification Writing for Materials • Construction Materials Testing (and nondestructive testing) Pavement Design and Evaluation • Quality Control Testing of Building Components • Construction Materials Consultation and Advisory Services RADISE will be providing geotechnical and material testing services for the duration of this project. The Tessier Consulting, LLC. was established in January 2010. Since that time, the firm has provided consulting services for a broad range of projects, including consumptive water use permitting, well permitting and design, groundwater modeling, dewatering plans, litigation support and expert witness services. In addition, they provide professional services related to flooding, dewatering and groundwater control; sinkholes; wastewater disposal and reclaimed water application; lateral saltwater intrusion and saltwater upconing; drainage and groundwater/surface water interaction. Their clients range from private developers, farmers, ranchers, attorneys, and insurance companies to Federal and state agencies, counties, municipalities and utilities. In the short time the firm has been established, 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 WA @�g Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination they have been involved in diverse projects that are professionally challenging and beneficial to clients. Tessier Consulting, LLC has provided professional hydrogeologic services for CAS in the past. Example projects are as follows: • Indian Trail Improvement District: Acreage Park South Expansion Project • Spring Lake Improvement District: Effluent Disposal Design Support at the WWTP • Glades County WWTP: Effluent Disposal -Wetland Zero Discharge System • Hardee County WTP: Floridan Well Design KEY CAS PERSONNEL TO PERFORM SERVICES CONTRACT/PROJECT MANAGEMENT CAS Staff: Stephen C. Smith, P.E. • Contract Negotiation & Administration • Allocate Staff & Resources for Project • Initial Project Planning & Scheduling • Develop Fee Proposal for Project • Project Management • Engineering Plan Review • City Commission Presentations (as needed) QUALITY ASSURANCE/QUALITY CONTROL CAS Staff: Gene R. Schriner, P.E., Stephen C. Smith, P.E. • Project Cost Control • Project Quality Assurance & Control PRODUCTION TEAM LEADER CAS Staff: James R. Orth, P.E. • CAS Liaison to City Staff • Preliminary Project Planning & Conceptual Design Assistance • Oversee Survey, Design, Contract Document Development, Bidding/Contract Award and Construction Management Efforts through Project Close -Out • Regulatory Permitting Support • Provide Monthly Project Updates • Provide Public Involvement Support • Schedule Meetings with City Staff as required • Cost Estimation and Budget Support • City Commission Presentations (as needed) • Various Technical Support as Required throughout project duration • Subconsultant Coordination ENGINEERING DESIGN (STROMWATER PUMP STATION REHABILIATION) CAS Staff: William H. Landis, P.E., Orlando Rubio, P.E., Frank Vilar, P.E., Al Caruso, E.1., Keith Schriner • Project Planning & Conceptual Design • Hydraulic Modeling 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 33 @�A Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination • Project Design (Stormwater Pump Station Rehabilitation) • Regulatory Permitting • Contract Document Development • Cost Estimation and Budget Support • Cost/Benefit Analysis • Bidding & Contract Award Services • Technical Reporting SURVEY CAS Staff: Robert Keener, P.S.M., David Lookabill, Daniel Sousa, Donald Drake • Allocate Survey Crews • Conduct Survey • Develop Topographic/Boundary, Right -of -Way, Utility Survey • Legal Description & Easement Recording • Coordinate with Utility Locating Crews SUBSURFACE UTILITY ENGINEERING (UTILITY LOCATES) CAS Staff: James F. Driscoll, Raul Carbonell • Vacuum Potholes (Soft Digs) • Electromagnetic Induction (EM) for tonable utilities • 2-D Ground Penetrating Radar (GPR) • 3-D Radar Tomography Scanning CONSTRUCTION MANAGEMENT & INSPECTION CAS Staff: James R. Orth, P.E., Orlando Rubio, PE., Tony Gomes, William Tanto • Schedule Pre -Construction Meeting • Schedule Construction Progress Meetings • Provide Inspection of Materials • Provide Inspection during Construction • Provide Daily Construction Log • Field Adjustments/Trouble Shooting • Process Contractor Payments/Change Orders • Develop Final Punch List • Pump Station Start-up & Testing • Certification of Work/Permit Close -Out • Project Close -Out Note: Staff In Italics are supporting personnel. 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 34 @�Zg Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination KEY SUBCONSULTANT PERSONNEL TO PERFORM SERVICES BAILEY ENGINEERING CONSULTANTS, INC. Key Staff: Stephen E. Bailey, P.E., Jay Llboon, E.I. • Electrical Engineering Services for Stormwater Pump Station Rehabilitation • Electrical Design/Upgrades & Telemetry Unit/SCADA installation RADISE INTERNATIONAL L.C. Key Staff: Tom Mullin, P.E., Gregory J. Stelmack, P.E. • Geotechnical and Material Testing Services TESSIER CONSULTING, LLC. Key Staff: Thomas L. Tessier, PG • Mechanical Integrity & Capacity Testing - Well Evaluations • Process Water Evaluations • Groundwater Modeling (as needed) MUEn¢ineers. INC. Key Staff: Marcus Unterweger, P.E. • General Structural Engineering Services • Structural Engineering Studies • Condition Assessment of Existing Structures & Repair/Modification Recommendations 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 35 a r N yF 5 NNY i=- S ;-F L09 -Y OF SL1K plo �Y S SECTION E.1 - STANDARD FORM 330 ARCHITECT -ENGINEER QUALIFICATIONS (PRIME CONSULTANT) E. ARCHITECT - ENGINEER QUALIFICATIONS PART I - CONTRACT -SPECIFIC QUALIFICATIONS 1. TITLE AND LOCATION (Cityand State) REQUEST FOR QUALIFICATIONS NO. 18-11-01 CONSULTING ENGINEERING SERVICES FOR GOLDEN SHORES PUMP STATION REHABILITATION (CCNA) SUNNY ISLES BEACH. FLORIDA L. rUULIU INU I Ibe VM It 11/5/2018 S. JVLICI IAIIUN VK YHVJ[CI NUMbtH 18-11-01 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 z o 9. FIRM NAME ¢ 2U m a a m XCraig A. Smith & e Associates, Inc. X Bailey Engineering b Consultants, Inc. CHECK IF BRANCH OFFICE Radise International, D X LLC. IF X I MUEngineers, Inc. E X Tessier Consulting, e LLC. ❑ CHECK IF BRANCH OFFICE 10. ADDRESS 11. ROLE IN THIS CONTRACT 21045 Commercial Trail PRIME Boca Raton, FL 33486 10620 Griffin Road, Suite 202 Cooper City, FL 33328 4152 West Blue Heron Blvd, Suite 1114 Riviera Beach, FL 33404 3440 NE 12th Avenue Oakland Park, FL 33334 6528 Wood Lake Road Jupiter, FL 33458 SUBCONSULTANT- Electrical Engineering Services SUBCONSULTANT- Geotechnical & Material Testing Services SUBCONSULTANT - Structural Engineering Services SUBCONSULTANT- Hydrogeological Services 37 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Stephen C. Smith, Contract Director / Project a. TOTALTb—WITH CURRENT FIRM P. E. Manager 32 29 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 18. OTHER PROFESSIONAL QUALIFICATIONS (Public W. CURRENI PHUFESSIUNAL REGISTRATION (STATE AND Professional Engineer State of Florida License No. 48914 Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS i 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(/fApp/icab/e) 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 (Cityand State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(/fApp/icab/e) Palm &Hibiscus Island Stormwater &Roadway Improvements 2015 Ongoing b Miami Beach, Florida 3) BRIEF DESCRIPTION /Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm 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 (3) 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. i 39 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (/fA ticab/e) Sanitary Sewer Improvements Phase I Bal Harbour, Florida 2015 2017 C 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 (/fApp/icab/e) City of Sunny Isles Beach NE 17411 Street d 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 1741h 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) 1) TITLE AND LOCATION (Cityand State) (2) YEAR COMPLETED PROFESSIONAL SERVICES I CONSTRUCTION (/fApplicab/e) Stormwater & Pump Station Improvements Phase IV 2011 2013 e 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 two (2) triplex stormwater pumping stations (28 HP). Construction cost: $4.09 Million 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (/fApplicable) Town of Golden Beach CIP Phase III & IV Stormwater Collection System with Master Pump f Stations 2009 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 39 HQ 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION ()(Applicable) Town of Golden Beach Phase IV Stormwater 2004 2006 Improvements g Golden Beach, Florida 3) BRIEF DESCRIPTION (Brief scope, 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 (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (IfApplicable) Town of Pembroke Southwest 30"' Avenue Lighting Improvements 2004 2004 It Pembroke Park, Florida 3) BRIEF DESCRIPTION (Brief scope, size, cost, are)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 ()(Applicable) Broward County McNab Road Improvements 2002 2006 Broward County, Florida 3) BRIEF DESCRIPTION (Brief scope, 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 1) TITLE AND LOCATION ICityand State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Park Road & SW 25th Street Pump Station Pembroke Park, Florida 2002 2002 1 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Planning, design, permitting, bidding and construction management and construction observation services as well as grants assistance for the Park Road and SW 25th Street Pump Station project for the Town of Pembroke Park. The project consists of the construction of a 5 CFS stormwater pump station including catch basins, junction boxes, pump valve box and stormwater force main. Project Cost: $188,300 HQ 41 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (tfApplicable) FDOT 1-95 Stormwater Pump Station Pembroke Park, Florida 2001 2002 k 3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Survey, utility locates, preparation of design plans, cost estimates, permitting, bidding, construction management and construction observation, survey as-builts and certification through project close-out for the Interstate 95 Master Stormwater Pump Station project, located within Pembroke Park. The project was designed to alleviate flooding in both Pembroke Park and Hallandale Beach and was paid for by FDOT. The project included an 84 -inch drainage pipe, micro -tunneling, pump station with four (4) pumps (200 HP motors) each capable of 40 CFS, a ditch along the Tri -Rail corridor construction and dredging at the C-10 canal. This project was on a fast track from preliminary design to construction; completion took only 25 months. Project Cost: $10,976,931 1) TITLE AND LOCATION (City and Stare) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (tfApplicable) City of Sweetwater Stormwater & Pump Station Improvements (Phase I & III) 2000 2004 Sweetwater, Florida 3) 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 (4) duplex stormwater pump stations, roadway restoration and complete reconstruction of 2,500 linear feet of NW 112th Avenue. Construction cost: $7,058,530 41 12. NAME 13. ROLE IN THIS CONTRACT Gene R. Schriner, P.E. Quality Assurance / Quality 14. YEARS a. TOTAL EXPERIENCE b. WITH CURRENT FIRM Control Officer 42 35 15, FIRM NAME AND LOCATION (City and State) Craig A. Smith & Associates, Inc. Lake Worth, Florida Boca Raton, Florida Ongoing 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 17. CURRENT PROFESSIONAL REGISTR, 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 AND 42 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION pfApplicable) 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 (/fApp/icab)e) 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 (Cityand State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (/fApp/icab/e) District Engineer, Spring Lake Improvement C District Sebring, Florida Ongoing Ongoing 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.) 42 43 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION OfA ticable) Stormwater System Improvements Moore Haven, Florida 2011 2015 d 3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Planning, survey, utility locates, design, permitting, bidding assistance and construction management and inspection services for the Ranch Lakes Estates Improvements project for the City of Moore Haven which consisted of the construction of a gravity stormwater drainage system along with two (2) master stormwater pump stations including force mains and canal dredging. Construction included the installation of 7,103 linear feet of HDPE drainage pipe ranging in diameter from 15 -inch to 48 -inch, 1,044 LF of force main, 76 drainage structures and two duplex stormwater pump stations. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION flfAppticable) Avenue L, M, N, & 4th Gravity Sanitary, Force Main Sewer & Lift Station Improvements 2015 2016 e 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(/fAppiicabte) Miccosukee Tribe of Florida Water Distribution System 2007 2013 f Miami, Florida 3) BRIEF DESCRIPTION (Brief scope, size, cost, eta)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 PROFESSIONAL SERVICES CONSTRUCTION (1f Applicable) Ranch Lakes Estates Gravity Sewer Installation Moore Haven, Florida 2011 2012 9 3) BRIEF DESCRIPTION (Brief scope, 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 43 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Moore Haven Phase I Sewer System PROFESSIONAL SERVICES CONSTRUCTION (llApplicab/e Moore Haven, Florida 2000 2003 h 3) BRIEF DESCRIPTION (Brief scope, 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. 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Jim R. Orth, P.E. Production Team Leader a. TOTAL b. WITH CURRENT FIRM 29 10 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 45 t) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If A oticable) istrictEn ineer g Ongoing N/A a alnut Creek Community Development District embroke 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). ssist with short and long-term budgeting for infrastructure maintenance and mprovements. Water use permitting compliance reporting to SFWMD. Preparation of %nnual Engineer's Report. 1) TITLE AND LOCATION (Cityand State) (2) YEAR COMPLETED _ PROFESSIONAL SERVICES CONSTRUCTION(YAppliceble) tormwater Ponds Bank Repairs alnut 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 onstruction management of lake bank restoration project for ten (10) lakes within CDD. Project was designed and procured by previous engineer. 1) TITLE AND LOCATION (Cityand State) (2) YEAR COMPLETED SERVICES pfApplicable) ity Engineering Consultant ity of Belle Glade Ongoing rCONSTRUCT'ONPROFESSIONAL N/A elle Glade, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with current firm roject 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 PROFESSIONAL SERVICES CONSTRUCTION(/fApp/icab/e) ity Engineer Consultant un'n Lake Improvement District Ongoing N/A d 3ebring, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE Check if project performed with current firm roject Manager for general contract with the Sun 'n Lake Improvement District. ngoing projects include treatment plant electrical work and lift station issues. 45 12. NAME Orlando A. Rubio, P.E. b. WITH CURRENT FIRM 17 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 Engineering, 1988 Professional Engineer University of Florida, Gainesville, FL State of Florida License No. 48265 A.A., 1985 Miami Dade Community College, South Campus, Miami, FL 18, OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Hydraulic Hydrologic Modeling - Streamline Technologies - [CPR University of Florida - TREOO - HEC - RAS Modeling 19. RELEVANT PROJECTS 46 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CON TRU TION Of illage of EI Portal 2017 Pending a I Jardin Stormwater Improvements I 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 (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Palm &Hibiscus Island Stormwater &Roadway b Improvements Miami Beach, Florida 2015 Ongoing 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm 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 (3) 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. 46 47 1 I TITLE AND LOCATION (City and StateJ (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (/Applicable) Sunshine Water Control District (SWCD) Nest Outfall Canal Improvements 2014 Ongoing oral Springs, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.JAND SPECIFIC ROLE XCheck if project performed with current firm oject Manager: Conceptual hydraulic modeling of a 2 -mile primary canal of the SWCD. hase 1 design, permitting, modeling, bidding, community outreach, and construction F anagement of the $1.5 million project. 1) TITLE AND LOCATION (City and StateJ (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (// Applicable) Pring Lake Improvement District (SLID) tormwater Treatment Area d Sebring, Florida 2014 2017 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. 1) TITLE AND LOCATION (City and StateJ (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (IfAppliceb/e) Stormwater System Improvements Moore Haven, Florida 2011 2015 e 3) BRIEF DESCRIPTION (Briefscope, size, cost etc.JAND SPECIFIC ROLE X Check if project performed with current firm Planning, survey, utility locates, design, permitting, bidding assistance and construction management and inspection services for the Ranch Lakes Estates Improvements project for the City of Moore Haven which consisted of the construction of a gravity stormwater drainage system along with two (2) master stormwater pump stations including force mains and canal dredging. Construction included the installation of 7,103 linear feet of HDPE drainage pipe ranging in diameter from 15 -inch to 48 -inch, 1,044 LF of force main, 76 drainage structures and two duplex stormwater pump stations. 1) TITLE AND LOCATION (Cityand StateJ (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicab/e) Stormwater & Pump Station Improvements Phase IV 2011 2013 f Sweetwater, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current frm 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 two (2) triplex stormwater pumping stations (28 HP). Construction cost: $4.09 Million 47 48 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (/f Applicable) Kase IV Stormwater Improvements p 2010 On-going ity of Sweetwater, Florida 9 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 ($3.8M). Preparation of construction plans, bid schedule, cost estimate, bidding assistance and engineering services for the ongoing construction. 1) TITLE AND LOCATION (Cityand State) (2) YEAR COMPLETED PROFESSIONAL SERVICE$ CONSTRUCTION (/fApplicable) Town of Golden Beach CIP Phase III & IV Stormwater Collection System with Master Pump h Stations 2009 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 (/f Applicable) Improvements olden Beach Stormwater Im p 2008 2012 ft olden Beach, Florida I 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 cost estimated, bid schedule, provided bidding assistance and FEMA grant application documentation. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) FDOT 1-95 Stormwater Pump Station Pembroke Park, Florida 2001 2002 1 3) BRIEF DESCRIPTION (Brief scope, size, cost etc.)AND SPECIFIC ROLE X Check if project performed with current firm Survey, utility locates, preparation of design plans, cost estimates, permitting, bidding, construction management and construction observation, survey as-builts and certification through project close-out for the Interstate 95 Pump Station project, located within Pembroke Park. The project was designed to alleviate flooding in both Pembroke Park and Hallandale Beach and was paid for by FDOT. The project included an 84 -inch drainage pipe, micro -tunneling, pump station with four (4) pumps (200 HP motors) each capable of 40 CFS, a ditch along the Tri -Rail corridor construction and dredging at the C-10 canal. This project was on a fast track from preliminary design to construction; completion took only 25 months. Project Cost: $10,976,931 48 12. NAME 13. ROLE IN THIS CONTRACT 1) TITLE AND LOCATION (City and State) 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM William H. Landis, P.E. Project Engineer— Stormwater Palm &Hibiscus Island Stormwater &Roadway I 50 38 15. FIRM NAME AND LOCATION (City and State) 2015 Craig A. Smith & Associates, Inc. Boca Raton, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) B.S. Mechanical Engineering, 1962 Professional Engineer Drexel University, Philadelphia, PA State of Florida Improvement Project structured as a design/build with Lanzo Construction. CAS was License No. 47801 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS 49 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION pfApp/icab/e) Palm &Hibiscus Island Stormwater &Roadway a Improvements Miami Beach, Florida 2015 Ongoing 3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm 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 (3) stormwater 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. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) al Harbour Force Main Project I 2011 1 2011 al Harbour, Florida b 3) BRIEF DESCRIPTION (Briefscope, size, cost etc.)AND SPECIFIC ROLE X Check if project performed with current firm Project Manager: Planning, design, permitting, preparation of construction plans, idding and construction management for 12,000 LF of 16" force main trunk line to ervice the entire Village to pump all raw sewage to Miami Beach. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (/tAppticab/e) al Harbour Collins Avenue Water Main al Harbour, Florida 2011 2013 C 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with current firm roject Manager: Replacement and upsizing of an existing 8" CIP water main with a ew 12" HDPE and DIP water main that will serve the ocean front high-rise buildings. 49 50 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (/fAp /icab/e) Town of Golden Beach CIP Phase III & IV Stormwater Collection System with Master Pump d Stations 2009 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 (If Applicable) Park Road & SW 25`h Street Pump Station Pembroke Park, Florida 2002 2002 e 3) BRIEF DESCRIPTION (Brief scope, size, cost, etc,)AND SPECIFIC ROLE X Check if project performed with current firm Planning, design, permitting, bidding and construction management and construction observation services as well as grants assistance for the Park Road and SW 25th Street Pump Station project for the Town of Pembroke Park. The project consists of the construction of a 5 CFS stormwater pump station including catch basins, junction boxes, pump valve box and stormwater force main. Project Cost: $188,300 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(/fApp/icab/e) FDOT 1-95 Stormwater Pump Station Pembroke Park, Florida 2001 2002 f 3) BRIEF DESCRIPTION (Brief scope, size, cost etc)AND SPECIFIC ROLE X Check if project performed with current firm Survey, utility locates, preparation of design plans, cost estimates, permitting, bidding, construction management and construction observation, survey as-builts and certification through project close-out for the Interstate 95 Master Stormwater Pump Station project, located within Pembroke Park. The project was designed to alleviate flooding in both Pembroke Park and Hallandale Beach and was paid for by FDOT. The project included an 84 -inch drainage pipe, micro -tunneling, pump station with four (4) pumps (200 HP motors) each capable of 40 CFS, a ditch along the Tri -Rail corridor construction and dredging at the C-10 canal. This project was on a fast track from preliminary design to construction; completion took only 25 months. Project Cost: $10,976,931 50 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Robert D. Keener, Project Surveyor a. TOTAL b. WITH CURRENT FIRM P.S.M. 40 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 51 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (/f A plicab/e) 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 oute surveys for stormwater improvements including utility locates and test holes. ketch and legal descriptions for drainage easements were also prepared. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION OfApp/icab/e) al Harbour Route Surveys —Water Main, Force Main and Gravity Sewer Projects 2017 2017 D 3al Harbour, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with current firm oute surveying for engineering design, staking and as built (record) surveys, utility map subsurface). 1) TITLE AND LOCATION (Cityand State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (/fAp /iceb/e) lades County/City of Moore Haven Route Survey Moore 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. 1) TITLE AND LOCATION (Cityand State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (/f Applicable) %creage Community Park South Expansion ndian Trail Improvement District 2018 Ongoing dest Palm Beach, Florida 31 BRIEF DESCRIPTION (Brief scope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with current firm urveying and utility locates along 14021 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. 51 6% 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfA plicable) 018 Water Main Improvements Margate, 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. 11 TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(/fAppticab/e) unshine Water Control District West Outfall Canal Improvements 2018 N/A ' Coral Springs, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost etc.)AND SPECIFIC ROLE XCheck if project performed with current firm Topographic survey for canal improvements on two phases of project, including stormwater pump station. 1) TITLE AND LOCATION (Cityand State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfA plicabie) Pring Lake Improvement District otable Water & Sewer Expansion 2017 N/A s lighlands 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 wastewater treatment plant facility. Sketch and legal descriptions for utility easements were also prepared. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) Stormwater System Improvements Moore Haven, Florida 2011 2015 h 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Survey, utility locating services for the Ranch Lakes Estates Improvements project for the City of Moore Haven which consisted of the construction of a gravity stormwater drainage system along with two (2) master stormwater pump stations including force mains and canal dredging. Construction included the installation of 7,103 linear feet of HDPE drainage pipe ranging in diameter from 15 -inch to 48 -inch, 1,044 LF of force main, 76 drainage structures and two duplex stormwater pump stations. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfA plicablel Stormwater & Pump Station Improvements Phase 2011 2013 IV 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 two (2) triplex stormwater pumping stations (28 HP). Construction cost: $4.09 Million 6% 53 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (/fA p/icab/e) Town of Golden Beach CIP Phase III & IV Stormwater Collection System with Master Pump j Stations 2009 2011 Golden Beach, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Surveying services for the design and construction of 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 AfAp ticabte) FDOT 1-95 Stormwater Pump Station 2001 2002 Pembroke Park, Florida k 3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Survey, utility locates, and survey as-builts for the Interstate 95 Pump Station project, located within Pembroke Park. The project was designed to alleviate flooding in both Pembroke Park and Hallandale Beach and was paid for by FDOT. The project included an 84 -inch drainage pipe, micro -tunneling, pump station with four (4) pumps (200 HP motors) each capable of 40 CFS, a ditch along the Tri -Rail corridor construction and dredging at the C-10 canal. This project was on a fast track from preliminary design to construction; completion took only 25 months. Project Cost: $10,976,931 53 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Jim Driscoll Director of Subsurface Utility a. TOTAL b. WITH CURRENT FIRM Engineering (SUE) 27 24 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) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, 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 54 1 1) TITLE AND LOCATION (City and State) Town of Jupiter Jupiter, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION WAp iicabiel Ongoing N/A a (3) BRIEF DESCRIPTION (Brief scope, 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) Martin County Utilities Martin County, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (ffAppiicabie) 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 (Cityand State) City of Coconut Creek Coconut Creek, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (NAp Acsble) Ongoing N/A C (3) BRIEF DESCRIPTION (Brief scope, 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) City of Hollywood Hollywood, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (NA iicabiel Ongoing N/A d (3) BRIEF DESCRIPTION (Sriefscope, size, cost, arta)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. 54 55 ( 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable] Town of Davie Ongoing I 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 (IfApplicable) 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 (Cityand State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(IfApp/icab/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 (Cityand State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (IfApplicable) The WAVE - Modern Streetcar Fort Lauderdale, Florida 2014 N/A In (3) BRIEF DESCRIPTION (Brief scope, 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 5' topo 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 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (/!Applicable) Stormwater System Improvements Moore Haven, Florida 2011 2015 ) 3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Survey, utility locating services for the Ranch Lakes Estates Improvements project for the City of Moore Haven which consisted of the construction of a gravity stormwater drainage system along with two (2) master stormwater pump stations including force mains and canal dredging. Construction included the installation of 7,103 linear feet of HDPE drainage pipe ranging in diameter from 15 -inch to 48 -inch, 1,044 LF of force main, 76 drainage structures and two duplex stormwater pump stations. 55 1) TITLE AND LOCATION (City and State) Stormwater & Pump Station Improvements Phase PROFESSIONAL; IV 2011 Sweetwater, Florida BRIEF DESCRIPTION (Briefscope, size, cost etc.)AND SPECIFIC ROLE 2013 X Check if project performed with current firm Utility locating services for the design and construction 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 56 15. FIRM NAME AND LOCATION (City and State) Craig A. Smith & Associates, Inc. Boca Raton, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) 1LUIHRENI PRUFESSIUNAL KEU151 HAI IUN(SIAIE AND DISCIPLINE) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) IMSA WORK ZONE SAFETY CERTIFICATION METRO TECH - THEORIES OF SUBSURFACE DESIGNATING MALA GEOSCIENCES - GROUND PENETRATING RADAR THEORY MALA GEOSCIENCES - GPR SCANNING TECHNIQUES MALA GEOSCIENCES - EASY LOCATOR & RAMAC X3M OPERATOR NATIONAL UTILITY LOCATING CONTRACTORS ASSOCIATION (NULCA) 19. RELEVANT PROJECTS 57 ( 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. 11) 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 OfApplicable) City of Coconut Creek Coconut Creek, Florida Ongoing N/A C (3) BRIEF DESCRIPTION (Brief scope, 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 CONSTRUCTION(/fApp/icab/e) City of Hollywood Hollywood, Florida Ongoing N/A d (3) BRIEF DESCRIPTION (Brief scope, 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. 57 e (1) TITLE AND LOCATION (City and State) Town of Davie Davie, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTR/icab/eUCTION (f A" Ongoing N/A (3) BRIEF DESCRIPTION (Brief scope, 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) City of Cooper City Cooper City, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 7CONSTRUCTION WA/cable) 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. 58 15, FIRM NAME AND LOCATION (City and State) Craig A. Smith & Associates, Inc. Boca Raton, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) A.A. Business Management University of Massachusetts, Amherst 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) 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 59 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) tormwater Ponds Bank Repairs alnut Creek Community Development District 2018 2018 a WCDD) Pembroke Pines, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with current firm esponsible for daily construction observation/inspection of 18,216 linear feet of 1eofabric tubes, 103,000 plants and 15,000 square yards of sod. Construction cost were 594,600. 1) TITLE AND LOCATION (Cityand State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION(/fApp/icab/e) al 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 (t(A plicable) E 1741h Street Stormwater and Pavement mprovements 2012 2017 unny Isles Beach, Florida 3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.)AND SPECIFIC ROLE XCheck if project performed with current firm esponsible for daily construction observation/inspection, pay applications and project loseout for the restoration of 0.2 miles of roadway and drainage improvements. onstruction costs totaled $2.14 million. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Capital Improvement Project olden Beach Ca p p 1 2012 2012 olden Beach, Florida d3) BRIEF DESCRIPTION (Brief scope, size, cost etc.)AND SPECIFIC ROLE X Check if project performed with current firm esponsible for daily construction observation/inspection of $17.5M project including tormwater, water main, electrical, pavement, sidewalk and landscaping improvements. 59 RN 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfAp licable) Stormwater & Pump Station Improvements Phase 2011 2013 IV e Sweetwater, Florida 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 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 (lfApplicable) Town of Golden Beach CIP Phase III & IV Stormwater Collection System with Master Pump f Stations 2009 2011 Golden Beach, Florida 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Responsible for the daily construction observation/inspection 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 (Cityand State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (/fA plicable) Park Road & SW 25th Street Pump Station Pembroke Park, Florida 2002 2002 9 3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.)ANO SPECIFIC ROLE X Check if project performed with current firm Responsible for daily construction observation/inspection of a 5 CFS stormwater pump station including catch basins, junction boxes, pump valve box and stormwater force main. Project Cost: $188,300 1) TITLE AND LOCATION (Cityand State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfApplicable) FDOT 1-95 Stormwater Pump Station Pembroke Park, Florida 2001 2002 h 3) BRIEF DESCRIPTION (Brief scope, size, cost etc.)AND SPECIFIC ROLE X Check if project performed with current firm Responsible for the daily construction observation/inspection of an 84 -inch drainage pipe, micro -tunneling, pump station with four (4) pumps (200 HP motors) each capable of 40 CFS, a ditch along the Tri -Rail corridor construction and dredging at the C-10 canal. This project was on a fast track from preliminary design to construction; completion took only 25 months. Project Cost: $10,976,931 RN 15, FIRM NAME AND LOCATION (City and State) Craig A. Smith & Associates, Inc. Boca Raton, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) Atlantic Vocational Technical Center; Architectural and Mechanical Drafting Auto CADD 12 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) 18, OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS 61 1) TITLE AND LOCATION /City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION Of A /icable) thWidening/Milling/Resurfacing NW/NE 87 Street On-going I On-going EI Portal, Florida a 3) BRIEF DESCRIPTION /Briefscope, size, cost etc./ AND SPECIFIC ROLE X Check if project performed with current firm Responsible for the daily construction observation/inspection and reporting for the widening and resurfacing of NW/NE 87' Street. An FDOT LAP funded project valued at $500,000. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED SERVICES TCONSTRUCTION WApp//Cab/e) PROFESSIONAL Stormwater System Improvements Moore Haven, Florida 2011 2015 b 3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Responsible for the daily construction observation/inspection of a gravity stormwater drainage system along with two (2) master stormwater pump stations including force mains and canal dredging. Construction included the installation of 7,103 linear feet of HDPE drainage pipe ranging in diameter from 15 -inch to 48 -inch, 1,044 LF of force main, 76 drainage structures and two duplex stormwater pump stations. 1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (lfAppllcable) Bal Harbour Force Main Installation Bal Harbour, Florida 2012 2012 C 3) BRIEF DESCRIPTION (Briefscope, size, cost, etcJAND SPECIFIC ROLE XCheck if project performed with current firm Responsible for daily construction observation/inspection of $3.2M project, including the construction of 2.5 miles of sewer force main and other restoration required. 1) TITLE AND LOCATION (City and State) 12) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (/f App/icab/e) Town of Golden Beach CIP Phase III & IV Stormwater Collection System with Master Pump d Stations 2009 2011 Golden Beach, Florida 3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.)AND SPECIFIC ROLE X Check if project performed with current firm Responsible for the daily construction observation/inspection 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 61 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED NE 1741h Street Stormwater and Pavement Improvements PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Sunny Isles Beach, Florida 2014 2016 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT City of Sunny Isles Beach I Christopher Russo 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, endcost) C. POINT OF CONTACT TELEPHONE NUMBER (305) 792-1776 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 1741h 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 62 (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. Craig A. Smith & Associates, Boca Raton, Florida Prime Consultant Inc. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (CityandStete) (3) ROLE C. 62 EXAMPLE PROJECT KEY NUMBER 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. PROJECTOWNER e. POINT OF CONTACT Town of Golden Beach I Alexander Diaz 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (include scope, size, and cost) POINT OF CONTACT TELEPHONE NUMBER (305) 932-0744 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 L (1) FIRM NAME (2) FIRM LOCATION (Cityand State) (3) ROLE a. Craig A. Smith & Associates, Boca Raton, Florida Prime Consultant Inc. (1) FIRM NAME (2) FIRM LOCATION (Cityand State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (Cityand State) (3) ROLE C. L 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 I. POINT OF CONTACT TELEPHONE NUMBER City of Miami Beach I Jeffrey Crews, P. E. (Stantec) 1 (954) 804-2715 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 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 (3) stormwater 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 (1) FIRM NAME (2) FIRM LOCATION /City and State) (3) ROLE a, Craig A. Smith & Associates, Boca Raton, Florida Subconsultant Inc. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE C. EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) FDOT 1-95 Stormwater Pump Station Pembroke Park, Florida SERVICES 2001 23. PROJECT OWNER'S INFORMATION 1. PROJECTOWNER k. POINT OF CONTACT Town of Pembroke Park I Todd Larson 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT /include scope, size, andcost) (If applicable) 2002 POINT OF CONTACT TELEPHONE NUMBER (954)966-4600 Survey, utility locates, preparation of design plans, cost estimates, permitting, bidding, construction management and construction observation, survey as-builts and certification through project close-out for the Interstate 95 Master Stormwater Pump Station project, located within Pembroke Park. The project was designed to alleviate flooding in both Pembroke Park and Hallandale Beach and was paid for by FDOT. The project included an 84 -inch drainage pipe, micro -tunneling, pump station with four (4) pumps (200 HP motors) each capable of 40 CFS, a ditch along the Tri -Rail corridor construction and dredging at the C-10 canal. This project was on a fast track from preliminary design to construction; completion took only 25 months. Project Cost: $10,976,931 *t I•ii.nnrF t tial _j1..■ 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 65 (1) FIRM NAME (2) FIRM LOCATION (Cityand State) (3) ROLE a. Craig A. Smith & Associates, Boca Raton, Florida Prime Consultant Inc. (1) FIRM NAME (2) FIRM LOCATION (Cityand State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE C. 65 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 Citv Encineer 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scrape, 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 stormwater 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 m (1) FIRM NAME (2) FIRM LOCATION (Cityand State) (3) ROLE a. Craig A. Smith & Associates, Boca Raton, Florida Prime Consultant Inc. (1) FIRM NAME (2) FIRM LOCATION (Cityand State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE C. m EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) Park Road & SW 25th Street Pump Station Pembroke Park, Florida SERVICES I CONSTRUCTION (if applicable) 2002 1 2002 23. PROJECT OWNER'S INFORMATION p. PROJECT OWNER q. POINT OF CONTACT r. POINT OF CONTACT TELEPHONE NUM BER Town of Pembroke Park Todd Larson (954) 966-4600 Public Works Director 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scrape, size, andcost) Planning, design, permitting, bidding and construction management and construction observation services as well as grants assistance for the Park Road and SW 251h Street Stormwater Pump Station project for the Town of Pembroke Park. The project consists of the construction of a 5 CFS stormwater pump station including catch basins, junction boxes, pump valve box and stormwater force main. Project Cost: $188,300 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 67 (1) FIRM NAME (2) FIRM LOCATION (Cityand State) (3) ROLE a. Craig A. Smith & Associates, Boca Raton, Florida Prime Consultant Inc. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (Cityand State) (3) ROLE C. 67 21. TITLE AND LOCATION (City and State) Avenue R Stormwater Improvements Moore Haven, Florida S. PROJECT OWNER City of Moore Haven PROFESSIONAL SERVICES 2016 23. PROJECT OWNER'S INFORMATION POINT OF CONTACT Bret Whidden 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, andcost) (If applicable) 2018 U. POINT OF CONTACT TELEPHONE NUMBER (863)946-0711 Project budget, estimating, funding procurement, surveying, GPR locating, design, permitting, contract documents, bidding assistance, engineering services during construction, construction observation services and project certification for the Avenue R Stormwater Improvements for the City of Moore Haven. The city continues to address flooding and water quality issues by improving its existing conveyance systems with upgrades to existing swales, box culverts, flow efficiency devices, drainage apparatuses and stormwater pump stations. This phase of stormwater improvements involved the relocation of existing utilities and the installation of 1,200 LF of plastic swale liner (1/4 section of 12 -inch ID smooth inner wall perforated black P.E. pipe), 350 LF of PVC culverts, ten (10) concrete headwalls, one (1) drainage structure, 4,000 SY of sod and the regrading of 4,000 SY of swale. This project was funded using state grants secured with the help of CAS and CAS Governmental Services. Project Cost: $393,304 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT i (1) FIRM NAME (2) FIRM LOCATION (Cityand5tatel (3) ROLE a. Craig A. Smith & Associates, Boca Raton, Florida Prime Consultant Inc. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE C. i EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22.) Stormwater & Pump Station Improvements Phase IVFESSIONAL SERVICES r Sweetwater, Florida 2011 V. PROJECT OWNER City of Sweetwater 23. PROJECT OWNER'S INFORMATION POINT OF CONTACT Eric Gomez, P.E. 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (lnciudescope, six, andc"d (if applicable) 2013 X. POINT OF CONTACT TELEPHONE NUMBER (305)553-5457 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 two (2) triplex stormwater pumping stations (28 HP). Project Cost: $4,090,000 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT M (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. Craig A. Smith & Associates, Boca Raton, Florida Prime Consultant Inc. (1) FIRM NAME (2) FIRM LOCATION (Cityand State; (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE C. M EXAMPLE PROJECT KEY NUMBER 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED SW 52nd Avenue (North) Roadway and Drainage Improvements PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Pembroke Park, Florida 2009 2010 23. PROJECT OWNER'S INFORMATION y. PROJECTOWNER z. POINT OF CONTACT Town of Pembroke Park Todd Larson 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (include scope, size, and cost) POINT OF CONTACT TELEPHONE NUMBER (954)966-4600 Survey, utility locates, design, cost estimates, preparation of construction plans and contract documents, permitting, bidding, construction management and construction observation, survey as-builts and certification through project close-out for the Town of Pembroke Park SW 52nd Avenue (North) project. The project was the second phase of a roadway and drainage project consisting of approximately 2,400 LF of new roadway (south of Hallandale Beach Boulevard), 2,200 LF of 36" HDPE pipe and exfiltration trench and 14 inlets. The project was funded through a CDBG grant. Project Cost: $844,200 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 70 (1) FIRM NAME (2) FIRM LOCATION (Cityand State) (3) ROLE B' Craig A. Smith & Associates, Boca Raton, Florida Prime Consultant Inc. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE C. 70 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 City of Pompano Beach I Tammy Good 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (include scope, size, andcost) POINT OF CONTACT TELEPHONE NUMBER (954)786-5520 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 71 (1) FIRM NAME (2) FIRM LOCATION (Cityand State) (3) ROLE a. Craig A. Smith & Associates, Boca Raton, Florida Prime Consultant Inc. (1) FIRM NAME (2) FIRM LOCATION (Cityand State) (3) ROLE b. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE C. 71 29. EXAMPLE PROJECTS KEY NO. G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) Stephen C. Smith, P.E. 27. ROLE IN THIS CONTRACT (From Section E, Block 13) Contract Director / Project Manager 1 28. EXAMPLE PROJECTS I (Fill in "Example Projects Key" section below before completing table. Place "X" under sect key number for participation in same or similar role.) 1 2 3 4 5 6 7 8 9 10 X X X X X X X X X Gene R. Schriner, P.E. Quality Assurance / Quality Control 1 NE 17411 Street Stormwater and Pavement 6 Park Road & SW 25t1 Street Pump Station Improvements X X Jim R. Orth, P.E. Production Team Leader 2 Capital Improvements Project Phase III & IV Avenue R Stormwater Improvements Stormwater Collection System with Master 7 X Orlando A. Rubio, P.E. Project Engineer — Stormwater X X X City of Sweetwater X Palm & Hibiscus Island Stormwater & X X X William H. Landis, P.E. Project Engineer— Stormwater X X X X X 9 SW 52nd Avenue (North) Roadway and 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 Raul Carbonell Locates Supervisor X X X X X X Tony Gomes Sr. Field Rep X X X X X X X X X William Tanta Sr. Field Rep X X 29. EXAMPLE PROJECTS KEY NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) City of Sunny Isles Beach Town of Pembroke Park 1 NE 17411 Street Stormwater and Pavement 6 Park Road & SW 25t1 Street Pump Station Improvements Town of Golden Beach City of Moore Haven 2 Capital Improvements Project Phase III & IV Avenue R Stormwater Improvements Stormwater Collection System with Master 7 Pump Stations City of Miami Beach City of Sweetwater 3 Palm & Hibiscus Island Stormwater & 8 Stormwater & Pump Station Roadway Improvements Improvements Phase IV Town of Pembroke Park Town of Pembroke Park 4 FDOT 1-95 Stormwater Pump Station 9 SW 52nd Avenue (North) Roadway and Drainage Improvements City of Sweetwater City of Pompano Beach 5 Stormwater and Pump Station 10 SW 2nd Street Drainage Improvements Improvements (Phase 2B North & South) 72 Stephen C. Smith, P.E., Senior Vice President 73 1. SOLICITATION NUMBER .(if any) ARCHITECT -ENGINEER QUALIFICATIONS RFQ 18-11-01 PART II - GENERAL QUALIFICATIONS (ffa firm has branch offices complete for each specific branch office seeking work) 2a. FIRM (OR BRANCH OFFICE) NAME CraigA. Smith & Associates, Inc. 3. YEAR ESTABLISHED 1980 4. DUNS NUMBER 03-8695029 2b. STREET 21045 Commercial Trail 5. OWNERSHIP a. TYPE Corporation 2c. CITY Boca Raton 2d. STATE FL 2e. ZIP CODE 33486 b. SMALL BUSINESS STATUS N/A 6a. POINT OF CONTACT NAME AND TITLE Stephen C. Smith, P.E., Senior Vice President 7. NAME OF FIRM (if block 2a. is a branch office) N/A 6b. TELEPHONE NUMBER (561) 314-4445 6c. E-MAIL ADDRESS ssmith@craigasmith.com Be. FORMER FIRM NAMES) (If any) 8b. YR ESTABLISHED Bc. DUNS NUMBER 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 b. Experience (1) FIRM (2) BRANCH Code Number (see Total 140 11. ANNUAL AVERAGE PROFESSIONAL SERVICES REVENUES OF FIRM FOR LAST 3 YEARS (Insert revenue index number shown at rig a. Federal Work b. Non -Federal Work c. Total Work a. IW03 I Water Supply PROFESSIONAL SERVICES REVENUE INDEX NUMBER 1. Less than $100,000 2. $100,00 to less than $250,000 3. $250,000 to less than $500,000 4. $500,000 to less than $1 million 5. $1 million to less than $2 million (� 12. AUTHORIZED REPRESENTATIVE L� t The foreaoina is a statement of facts. c. NAME AND Tf rLE Stephen C. Smith, P.E., Senior Vice President 6. $2 million to less than $5 million 7. $5 million to less than $10 million 8. $10 million to less than $25 million 9. $25 million to less than $50 million b. UAIE 74 S�NIdY IS4 Ff O� B U - z * J k �s � P lye FL e 99 _ *FLOC 5 CST OF SUN Plo SECTION E.2 - STANDARD FORM 330 ARCHITECT -ENGINEER QUALIFICATIONS (SUBCONSULTANTS) 75 ARCHITECT - ENGINEER QUALIFICATIONS D. ORGANIZATIONAL CHART OF PROPOSED TEAM ❑ (Attached) AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. atwits) PAGE 1I 76 PART 1 - CONTRACT -SPECIFIC QUALIFICATIONS Chwk) A. CONTRACT INFORMATION 1. TITLE AND LOCATION (Cit, and State) Consulting Engineering Services for Golden Shores Pump Station Rehabilitation (Sunny Isles Beach, FL) 2. PUBLIC NOTICE DATE X 3. SOLICITATION OR PROJECT NUMBER November 5, 2018 Q# No. I8-11-01 B. ARCHITECT -ENGINEER POINT OF CONTACT 4. NAME AND TITLE ? Stephen E. Bailey / President 9. FIRM NAME 5. NAME OF FIRM 11. ROLE IN THIS CONTRACT Bailey Engineering Consultants, Inc. 6. TELEPHONE NUMBER T. FAX NUMBER a. E-MAIL ADDRESS 954-448-7930 54-713-9959 sbailey@baileyengmeering.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. atwits) PAGE 1I 76 Chwk) X w ? 0 9. FIRM NAME 1O. ADDRESS 11. ROLE IN THIS CONTRACT CL >a 'n 7K '9 CL ✓ Bailey Engineering Consultants, 10620 Griffin Road, Suite 202 Electrical Engineer Inc. Cooper City, FL 33328 a. CHECK IF BRANCH OFFICE b. CHECK IF BRANCH OFFICE C. CHECK IF BRANCH OFFICE d. CHECK IF BRANCH OFFICE a. 1711 CHECK IF BRANCH OFFICE f. 1771 CHECK IF BRANCH OFFICE D. ORGANIZATIONAL CHART OF PROPOSED TEAM ❑ (Attached) AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. atwits) PAGE 1I 76 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME Stephen Bailey 15. FIRM NAME AND LOCATION (Cdv and State) Bailey Engineering Consultants, Inc. (Orlando, FL ) 16. EDUCATION (DEGREEAND SPECIALIZATION) Bachelors of Electrical Engineering Georgia Institute of Technology/1983 13. ROLE IN THIS CONTRACT Chief Electrical Engineer TOTAL b. WrrH CURRENT FIRM 32 1 23 17. CURRENT PROFESSIONAL REGISTRATION (STATEAND DISCIPLINE) Florida Professional Engineer #42461 New York Professional Engineer #94774 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications. ONanianons. Training, Awards. etc.) National Society of Professional Engineers (NSPE); Institute of Electrical and Electronic Engineers (IEEE); Florida Engineering Society (FES); National Fire Protection Association (NFPA); Instrument Society of America (ISA). 79. RELEVANT PROJECTS STANDARD FORM 330 (REV. 8/2016) PAGE 2 77 (11 TITLE AND LOCATION (Cdvand State) V PLETED PROFESSIONAL SERVICES CONSTRUCTION (IfaMficable) Sweetwater Stormwater Improvements Phase 4 Sweetwater, Florida 2012 2014 (3) BRIEF DESCRIPTION (BdefsoaDe. size. cost. etc.) AND SPECIFIC ROLE Check if pmiw performed with current firm a. Bailey Engineering provided the electrical and control system design for the stormwater system for the City. A new 200 amp 480 service and emergency generator was provided. (1) TITLE AND LOCATION 0tv and State) (2) YEAR PMPLETEO PROFESSIONAL SERVICES CONSTRUCTION (Ifappllaable) Margate Lift Station No. 22 Margate, FL 2014 2015 (3) BRIEF DESCRIPTION 1&iaf scone. size. cost. etc.) AND SPECIFIC ROLE Check if proied performed with currant fine b. BEC provided design of the electrical and control system for the duplex lift station improvements in accordance with the City standards. Our design included solid state starters for the pump motors. 01 TITLE AND LOCATION fCdv and State) PROFESSIONAL SERVICES CONSTRUCTION (Ifapplicable) Froward County Lift Stations 50N & 50M I Broward County, FL I Ongoing TBD (3) BRIEF DESCRIPTION (D'ief scope, size, cost, etc.) AND SPECIFIC ROLE Check if oroiect performed with current firm p, Bailey Engineering Consultants, Inc. was contracted to provide electrical, instrumentation and control design associated with the replacement of two (2) lift stations. Each lift station is a duplex pump station with across the line starters for each pump. Our scope included design of the Pump Control Panel (PCP), a Remote Telemetry Unit (RTU) and a portable standby generator. (1) TIRE AND LOCATION (Cdv and State) R PQMPLETED PROFESSIONAL SERVICES CONSTRUCTION(Ifawicable) Tindall Hammock W/WWTP Improvements Davie, Florida 1 2015 2016 d. (3) BRIEF DESCRIPTION fflnef scope, size, cost, etc.) AND SPECIFIC ROLE W Check if oroiect oerfomled with current firm Bailey Engineering Consultants, Inc. (BEC) provided electrical, control system design and construction management services associated with the electrical system for the water and wastewater facilities, providing EPA Class 1 reliability 11) TITLE AND LOCATION (Ckv and State) WYEAR, MPLETED PROFESSIONAL SERVICESCONSTRUCTION (Ifapplicable) Groveland Lift Station No. 18 Groveland, FL 2015 2015 (3) BRIEF DESCRIPTION IBrlefscpoe. size. cost. efc.) AND SPECIFIC ROLE Check aorp)ed performed with wrrent firm a. BEC provided design for a permanent standby generator for Groveland LS No. 18. This included design associated with the proposed duplex lift station. The design was based on the installation of two (2) 40 -horsepower pumps with across the line starters. Our services also included the design of the Pump Control Panel system and a VT SCADA RTU. STANDARD FORM 330 (REV. 8/2016) PAGE 2 77 12. NAME Jay Libo-on E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 13, ROLE IN THIS CONTRACT Engineer Intent 15. FIRM NAME AND LOCATION (Cdv and State) Bailey Engineering Consultants, Inc. (Cooper City, FL) 16. EDUCATION MEGREEAND SPECIALIZATION) Bachelors of Science in Electrical Engineering Florida Atlantic University/1999 TOTAL b. WITH CURRENT FIRM IS 1 18 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Florida Engineer Intem No. 1100006452 18. OTHER PROFESSIONAL QUALIFICATIONS MutNMations. Ormnihoitions. Tralnlno. Awards. etc.) 19. RELEVANT PROJECTS STANDARD FORM 330 (REV. 812016) PAGE 3 78 (1) TITLE AND LOCATION (CIN and State) 2 YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (Ifapplicable) Margate W WTP Lift Station Improvements Margate, FL 2018 (3) BRIEF DESCRIPTION (Brief scone, size, coat. etc.) AND SPECIFIC ROLE Check If project performed with wrrent fine a, Bailey Engineering Consultants, Inc. was contracted to provide electrical engineering design associated with the lift station improvements, including a new 480 volt triplex control panel with I0 -horsepower pumps. (1) TITLE AND LOCATION (CRY and State) MPLETED PROFESSIONAL SERVICES CONSTRUCTION (Ifapplkable) Palm Coast Old Kings Road Master Lift Station Palm Coast, FL 2014 2015 (3) BRIEF DESCRIPTION (eriefscooe. she. cost. etc) AND SPECIFIC ROLE Check if project performed with current firm b. Design of electrical and control system for the lift station improvements in accordance with the City standards. BEC reviewed the existing electrical design and updated drawings accordingly to meet all current applicable codes. There were three (3) 50 - horsepower pumps on site, and the standby generator system was sized to support two (2) pumps. (D TITLE AND LOCATION (Cdv and Share)YEAR OMPLETED PROFESSIONAL SERVICES CONSTRUCTION (inapplicable) Groveland Lift Station No. 18 Groveland, FL 2015 2015 e. (3) BRIEF DESCRIPTION (Brief scooe. she. cost. etc.) AND SPECIFIC ROLE Check 6 project performed wjth current firth BEC provided design for a permanent standby generator for Groveland LS No. 18. This included design associated with the proposed duplex lift station. The design was based on the installation of two (2) 40 -horsepower pumps with across the line starters. Our services also included the design of the Pump Control Panels stem and a VT SCADA RTU. (1) TITLE AND LOCATION (Ckv and State) 2 YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (Ifappfmable) Clermont Lift Station No. E4 Replacement Clermont, Florida 2013 2015 d. (3) BRIEF DESCRIPTION (Brief stype. size. cost. erc.) AND SPECIFIC ROLE LKJ Check If prdect performed whh wrtent firm BEC provided design associated With the proposed triplex lift station. The design was based on the installation of two (2) 120 HP pumps and one (1) 60 HP pump. All of the pumps were VFD driven With soft start bypass. Our design reused the existing VFDs. A new PCP was provided with pump bypass, contactors and PLC. This enclosure was ventilated but not air conditioned and was installed outdoors. 11) TITLE AND LOCATION (Cdv and State) ETED PROFESSIONAL SERVICES CONSTRUCTION (dappllcable) Margate Lift Station No. 22 Margate, FL 2014 2015 (3) BRIEF DESCRIPTION /Brief scooe. size. cost. am.) AND SPECIFIC ROLE Check a oroiecl performed With wren finn e. BEC provided design of the electrical and control system for the duplex lift station improvements in accordance with the City standards. Our design included solid state starters for the pump motors. STANDARD FORM 330 (REV. 812016) PAGE 3 78 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT QUALIFICATIONS FOR THIS CONTRACT KEY NUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each pMoct.) 21. TITLE AND LOCATION /City and Statel 22. YEAR COMPLETED Sweetwater Stormwater Improvements Phase 4 PROFESSIONAL SERVICES CONSTRUCTION (Yapplicab/e) Sweetwater, Florida 2010 1 2012 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER City of Sweetwater Allan Abolila 786-606-3726 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and wsU The City of Sweetwater experiences regular flooding due to stoml water. This project is one of several that improved the ability to capture and efficiently transport storm water from the streets of the community to the major drainage canals using new catch basins, piping and lift stations. Bailey Engineering provided the electrical and control system design for the stormwater system for the City. A new 200 amp 480 service and emergency generator was provided. Services Provided: • Power Systems • Instrumentation and Control Systems • Emergency Power Systems Estimated Cost: • $6.5 Million Completion Date 2014 Owner: City of Sweetwater 500 SW 109th Avenue Sweetwater, FL 33174 (305)553-5457 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME (2) FIRM LOCATION (Co and State) (3) ROLE a, Bailey Engineering Consultants, Cooper City, FL Electrical & Instrumentation Engineering Inc. STANDARD FORM 330 (REV. 8/2016) PAGE 4 79 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT QUALIFICATIONS FOR THIS CONTRACT KEY NUMBER (Present as many projects as requested by the agency, or 10 projects, if not apeciFed. 2 Complete one Section F for each project.) 21. TITLE AND LOCATION (Cky and Slate) 22. YEAR COMPLETED Broward County Lift Stations 50N & 50M) PROFESSIONAL SERVICES CONSTRUCTION Inawficable) Broward County, FL Ongoing TBD 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Broward County I Francisco Reins 954-831-3250 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and eeat) Bailey Engineering Consultants, Inc. was contracted to provide electrical design for the referenced project. Our scope of work included the following: I. Electrical, instrumentation and control design associated with the replacement of two (2) lift stations. Each lift station is a duplex pump station with across the line starters for each pump. Sizes for each proposed pump assumed to be less than 25 -horsepower. All electrical distribution equipment was installed outdoors. 2. Our services also included the design of the Pump Control Panel (PCP) designed in accordance with Broward County standards. 3. A Broward County standard Remote Telemetry Unit (RTU) was provided as part of our design. 4. Electrical design associated with providing a portable standby generator for each lift station. 5. Coordination with the Florida Power & Light (FPL) as required to establish electrical service for the proposed facilities. Services Provided: • Electrical Engineering • Instrumentation Engineering • Client Interface • Multi -discipline Coordination Estimated Cost: $90K Completion Date: 2018 TBD Owner: Broward County Francisco Reina Water & Wastewater Dept 2555 West Copans Road Pompano Beach, FL 33069 (954)831-3250 Existing Control Panel & RTU Existing FPL Pole Mounted Transformers 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME (2) FIRM LOCATION (City State) (3) ROLE a, Bailey Engineering Consultants, Cooper City, FL Electrical & Instrumentation Engineering Inc. STANDARD FORM 330 (REV. 8/2016) PAGES a F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT QUALIFICATIONS FOR THIS CONTRACT KEY NUMBER (Present as many projects as requested by the agency, or 10 projects, it not specified. Complete one Section F for each project.) 3 21. TITLE AND LOCATION (CNyand State) 22. YEAR COMPLETED CSU Wastewater Treatment Plant PROFESSIONAL SERVICES CONSTRUCTION(//app/kable) The Villages, Florida 2010 2012 23. PROJECT OWNERS INFORMATION a. PROJECT OWNER G. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE NUMBER The Villages Trey Arnett 352-753-4747 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Induce scope, size, and cost) Bailey Engineering Consultants, Inc. (BEC) provided design and construction management services for this $13 -million wastewater treatment facility. This design -build project consisted of the design and construction of a 2.0 MGD wastewater plant. Construction included two oxidation ditches, a mixed liquor splitter box, two 70' diameter clarifiers, headworks, RAS/WAS pump station, effluent filters, chlorine contact basin, hypochlorite building, four sludge holding tanks, an emergency generator, an electrical building, a sludge press building with belt press equipment, a plant recycle pump station and yard piping. Work also included the re -design of a plant with 100 HP aerators for higher wastewater strength loadings, a 400,000 gallon surge tank with Cover and odor control. Services Provided: • Electrical Engineering • Client Interface • Multi -discipline Coordination Estimated Cost: • $12 Million Completion Date (Design): 2012 Owner: Mr. Trey Arnett Central Sumter Utility Company, LLC (352)753-4747 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT NAME I(2) FIRM LOCATION (City and State) I(3)ROLE Engineering Consultants, Cooper City, FL Electrical Engineering STANDARD FORM 330 (REV. W016) PAGE 6 81 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT QUALIFICATIONS FOR THIS CONTRACT KEY NUMBER (Presentee many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for eachproject.)4 21. TITLE AND LOCATION (QYy and State) 22. YEAR COMPLETED Oakland Shores Water System Improvements PROFESSIONAL SERVICES CONSTRUCTION (MapplicaMe) 2014 2014 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Town of Oakland Mike Parker (407) 656-1117 24, BRIEF AND RELEVANCE TO THIS CONTRACT (Indude scope, We, aril cost) Bailey Engineering Consultants (BEC) provided the electrical and control system design for the water system improvements for the Town of Oakland. The improvements included a ground storage tank, high service pumps, and an operations/electrical building. EFI provided a tum key high service pump building. BEC interfaced the new high service pump controls with the Town's 2 existing wells via an existing radio communications system. Services Provided: • Power Systems • Instrumentation and Control Systems Estimated Cost: • $2.2 Million Completion Date 2014 Owner: Town of Oakland Mike Parker (407) 656-1117 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT NAME Engineering Consultants, FIRMLOCATION (Cityand State) (3)ROLE roper City, FL I Electrical & Instrumentation STANDARD FORM 330 (REV. 8/2016) PAGE 7 a F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT QUALIFICATIONS FOR THIS CONTRACT KEY NUMBER (Present as many projects as requested by the agency, or f 0 projects, if not specified. 5 Complete one Section F for each proiect.) 21. TITLE AND LOCATION (COand Stale) 22, YEAR COMPLETED The Villages of Lake County and Sumter County PROFESSIONAL SERVICES CONSTRUCTION (I/applkable) The Villages, Florida 2005 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER o. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE NUMBER The Villages Trey Amett 352-753-4747 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Indude stype, sim and cost) The Villages is a master -planned age -restricted retirement community located mainly in Sumter County, Florida, United States, but also includes portions of Lake and Marion counties. The community is controlled by several Community Development Districts (CDD's). The overall development lies in central Florida, approximately 20 miles (32 km) south of Ocala and approximately 45 miles (72 km) northwest of Orlando. Bailey Engineering Consultants, Inc (BEC) has completed the electrical, instrumentation and HVAC design of the 2 MGD Wastewater Treatment and Reclamation Facilities plant located in Lake County, the 3.0 MGD plant located in Sumter County and the 3.5 MGD plant located in Sumter County These facilities provide reclaimed water to all of the Villages golf courses. Bailey Engineering Consultants, Inc (BEC) was also responsible for the electrical, instrumentation and HVAC design of the seven (7) Water treatment facilities, the three (3) Elevated storage tanks, the four (4) Ground storage tanks and associated high service pumps and eleven (11) Irrigation pumping facilities which in mm provide central irrigation water for The Villages residents and commercial properties utilizing storm water and Lower Floridian Water. Services Provided: • Electrical Engineering • Instrumentation and Controls • Client Interface �Gm;m Rral d°1 • Multi -discipline Coordination lot m 27 Estimated Cost: Tne Vlaapea • $28 Million Completion Date: TJ 0, (. Villages® Co Ra 4661 �• . • 2005 `o wn tea Man M 1 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME(2) FIRM LOCATION (City and State) (3) ROLE a. Bailey Engineering Consultants, Cooper City, FL Electrical & Instrumentation Inc. I „ke STANDARD FORM 330 (REV. 8/2016) PAGE 8 83 G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS CONTRACT (From Section E, Block 13) 28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in "Example Projects Key section below before completing table. Place "X" under project key number for participation in same or similar role.) 1 2 3 4 5 6 7 8 9 10 Stephen Bailey President X X X X X 5 The Villages of Lake County and Sumter County 10 Jay Libo-on Engineer Intern X X X X X 29. EXAMPLE PROJECTS KEY NUMBER TITLE OF EXAMPLE PROJECT (FROM SECTION F) NUMBER TITLE OF EXAMPLE PROJECT (FROM SECTION F) 1 Sweetwater Stormwater Improvements Phase 4 6 2 Broward County Lift Stations 50N & 50M 1 7 3 CSU WWTP 8 4 Oakland Shores Water Treatment Plant 9 5 The Villages of Lake County and Sumter County 10 STANDARD FORM 330 (REV. 8/2016) PAGE 9 84 H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY, ATTACH ADDITIONAL SHEETS AS NEEDED. COMPANY PROFILE Bailey Engineering Consultants, Inc. is a multi -disciplined consulting engineering firm specializing in electrical, instrumentation and SCADA system designs for Water and Wastewater projects. We provide consulting engineering services to the public and private sectors with preferential services for municipal and governmental clients. Incorporated in 1992, we are a second generation consulting engineering firm with an office in Cooper City, Florida. Our water treatment plant design experience is diverse and includes electrical and control system designs for Membrane Filtration, Reverse Osmosis Treatment, Ion Exchange Systems, Ultra Filtration and Lime Softening. We provide electrical and control system designs for stormwater pump station facilities in areas for residential and commercial developments throughout the state of Florida. Our electrical distribution system experience covers from low voltage applications up to medium voltage 13 KV distribution system designs. We currently implement smart designs on our projects and utilize data highways as a means to communicate to motor starters, variable frequency drives and motor monitoring equipment. We integrate our data highway systems seamlessly and reliably into plant control system insuring the end user of a fully redundant powerful power communication architecture. Our instrumentation systems design experience includes SCADA and PC based systems. This experience encompasses computer/PLC controlled systems utilizing SCADA based systems for interfacing to remote locations, as well as hard wired relay controlled custom solutions. To reinforce our emphasis on quality, the company has complex project designs reviewed by independent companies. We interface with designers from complimentary disciplines during the design process to review design principles and to assist in the preparation of design drawings and specifications for specific project needs. STANDARD FORM 330 (REV. 8/2016) PAGE10 85 I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. 31. SIGNATURE. DATE �j 12/6/2018 33. NAME A,,,ND TITLE Stephen E. Bailey, P.E. STANDARD FORM 330 (REV. 8/2016) PAGE10 85 1. SOLICITATION NUMBER (If any) ARCHITECT -ENGINEER QUALIFICATIONS RFQ#No. 18-I1-01 PART II - GENERAL QUALIFICATIONS (If a rim has branch offices, complete for each specific branch office seekina work.) 2a. FIRM (OR BRANCH OFFICE) NAME Bailey Engineering Consultants, Inc. 3. YEAR ESTABLISHED 1992 4. DUNS NUMBER 2b. STREET 10620 Griffin Road, Suite 202 S. OWNERSHIP a. TYPE -Corporation 2c. CRY 2d. STATE Cooper City L 2e. ZIP 332$ b. SMALL BUSINESS STATUS 69. POINT OF CONTACT NAME AND TITLE Stephen E. Bailey, P.E. / President 1, NAME OF FIRM (Bblock 2a Is a branch office) 6b. TELEPHONE NUMBER6c.E-MAIL 954-448-7930 ADDRESS bailey@baileyengineering.com Be. FORMER FIRM NAME(S) 8b. YR. ESTABLISHED 8c. DUNS NUMBER CADD Technician 2 otal 1 9. EMPLOYEES BY DISCIPLINE 10. PROFILE OF FIRM'S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a. Funclim Coda b. Discipline c. No. of Employees (1)FIRM (2)BRANCH a. Profile Code b. Expenence c. Revenue Index number (see below) 02 Administrative 2 Cil mmunity Facilities 1 0$ CADD Technician 2 F03 ire Protection 1 21 Electrical Engineer 2 H07 ighways; Streets; Airfield Paving; Parking Lots 1 16 Construction Manager 1 L06 ighting (Exteriors; Streets; Memorials; Athletic 2 $25 million to less than $50 million b. Non -Federal Work 4 5. P12 ower Generation, Transmission, Distribution 3 W03 Water Snooty. Treatment and Distribution 3 otal 1 7 11. ANNUAL AVERAGE PROFESSIONAL PROFESSIONAL SERVICES REVENUE INDEX NUMBER SERVICES REVENUES OF FIRM FOR LAST 3 YEARS 1. Less than $100,000. 6. $2 million to less than $5 million (Insert revenue index number shown at right) 2. $100,000 to less than $250,000 7. $5 million to less than $10 million a. Federal Work 1 3. $250,000 to less than $500,000 8. $10 million to less than $25 million 4. $500.000 to less than $1 million 9. $25 million to less than $50 million b. Non -Federal Work 4 5. $1 million to less than $2 million 10. $50 million or greater 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a. SIGNATURRE��j b. DATE 12/6/2018 C. NAME AND TITLE Stephen E. Bailey, P.E., President STANDARD FORM 330 (REV. 312013) PAGE 11 a ARCHITECT - ENGINEER QUALIFICATIONS PART I - CONTRACT -SPECIFIC QUALIFICATIONS A. CONTRACT INFORMATION 1. TITLE AND LOCATION (City and State) Consulting Engineering Services for Golden Shore Pump Station Rehabilitation 11/05/2018 Marcus Unterweger, President 5. NAME OF FIRM MUEngineers, Inc. No. 18-11-01 B. ARCHITECT -ENGINEER POINT OFCONTACT 954-324-4730 I N/A Imunterweger@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 87 (Check) KZ0 moo° 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT a 'W MUEngineers, Inc. 3440 NE 12th Avenue Structural Engineering Services Oakland Park, Florida 33334 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. ❑CHECK IF BRANCH OFFICE D. ORGANIZATIONAL CHART OF PROPOSED TEAM ❑ (Attached) AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 3/2013) PAGE 1 87 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT Marcus Unterweger, P.E., S.I., LEED AP Inc. Oakland Park, Florida Masters of Engineering: Dipl. Ing. (Univ.)Technical University of Munich, Germany 1999 Master of Business: MBA Business School of Edinburgh, Britain, 2004 14. YEARS EXPERIENCE Registered Professional Engineer: Florida: PE 63860, West Virginia: PE 20193 Special Inspector/Threshold Buildings: Florida: 7027309 American Society of Civil Engineers (ASCE) American Institute of Steel Construction (AISC) American Concrete Institute (ACI) Post Tension Institute (PTI) 19. RELEVANT E STANDARD FORM 330 (REV. 3/2013) PAGE 2 0 (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED North Miami Beach -Water Treatment Plant PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Miami Gardens, Florida 2012 2014 a. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE MUE was involved in the upgrades and modifications made at the North Miami Beach X Check if project performed with current fine 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. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Pompano Water Plant PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Pompano Beach, Florida 2012 2012 b (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE ® Check if project performed with current firm Structural design and calculations for modifications made to the exterior building an window replacement. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Solid Waste Authority PROFESSIONAL SERVICES CONSTRUCTION (Ifapplicable) West Palm Beach, Florida 2012 2013 I C. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Analysis and design and sketches of cold formed metal stud framing for ten distinct configurations for modifications made to the building structure. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES I CONSTRUCTION (if applicable) d (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firth (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) e. (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm STANDARD FORM 330 (REV. 3/2013) PAGE 2 0 r. cnramr�c rnvac� i a vvni .n oco i rurva i r i c rnvruacu r cwm 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. Complete one Section F for each project.) 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED North Miami Beach -Water Treatment Plant PROFESSIONAL SERVICES I CONSTRUCTION (If applicable) Miami Gardens, Florida zolz zola 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER lb. POINT OF CONTACT NAME Ic. POINT OF CONTACT TELEPHONE Cartaya 6 Associates 24. BRIEF DESCRIPTION OF PROJECT AND Mario Cartaya, Architect (Include scope, size, and NUMBER 954-771-2724 MILE 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 ( (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. MUEngineers, Inc. Oakland Park, FL Consulting 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 ( r. cnnmr�c rMV4Ca a Vnwn oaa i 1�Lua i ro I C rMUrva¢u 1 �f.m a (1) FIRM NAME 20. EXAMPLE PROJECT KEY 1 QUALIFICATIONS FOR THIS CONTRACT a. NUMBER (Present as many projects as requested by the agency, or 10 projects, if not spectfied. Consulting Structural Engineers Complete one Section F for each project.) (2) FIRM LOCATION (City and State) 2 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Pompano Water Plant PROFESSIONAL SERVICES CONSTRUCTIONir ( applicable) Pompano Beach, Florida 2012 C. 2012 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME DINT OF CONTACT TELEPHONE NUMBER Shiff Construction & Development I Justen Shiff (Contractor) r 9545242575 size, and Structural design and calculations for modifications made to the exterior building and window replacement. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (REV. 3/2013) PAGE 3 .E (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. MUEngineers, Inc. Oakland Park, FL Consulting 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 (Co 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 .E r. vmvvwJCu i earl 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. 3 Complete one Section F for each project.) 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Solid Waste Authority PROFESSIONAL SERVICES CONSTRUCTION (if applicable) West Palm Beach, Florida 2012 2013 23. PROJECT OWNER'S INFORMATION Vortex Construction Group, LLC I Antonio Salorio 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, 954421-2656 Analysis and design and sketches of cold formed metal stud framing for ten distinct configurations for modifications made to the building structure. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT STANDARD FORM 330 (REV. 312013) PAGE 3 N (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. MUEngineers, Inc. Oakland Park, FL Consulting 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 N G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS CONTRACT (From Section E, Block 13) 28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in "Example Projects Key" section below before completing table. Place "V under project key numberforparticipation insame orsimilarrole.) --1--F-2 1 3 4 5 6 7 8 9 10 Marcus Unterweger Structural Engineer X 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 NMB -Water Treatment Plant 6 2 Pompano Water Plant 7 3 Solid Waste Authority 8 4 9 5 10 STANDARD FORM 330 (REV. 3/2013) PAGE 4 aF H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS ASNEEDED. As structural engineers we combine the backbone and strength of quality designs with the ability to help bring concepts to reality. At MUEngineers "thinking outside of the boll' was last year's idiom and innovation is our go -to problem -solving tool. We look beyond the obvious to obtain the best approach to each project and we are continually advancing by using the latest cutting-edge technology, professional expertise, and engineering tools to deliver solutions for projects of all imaginable types, sizes, and levels of complexity. MUE 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. MUE is committed to the successful execution of program design concepts and the optimization of building systems. Using sophisticated analytical techniques and BIM (Building Information Models) as our standard, MUE can provide advanced design solutions for all types of structures. We offer a full range of structural engineering services to help your vision become a reality. 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. I I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. E� -may 32. DATE 11/13/2018 33, K4ME AND TI.VLE Marcus U WgaeL, Principal �\ STANDARD FORM 330 (REV 32013) PAGE 5 93 D. ORGANIZATIONAL CHART OF PROPOSED TEAM �ADISE ® (Attached STANDARD FORM 330 94 STANDARD FORM - ENGINEER QUALIFICATIONS QUALIFICATIONSARCHITECT PART I - CONTRACT -SPECIFIC CONTRACTA. 1. TITLE AND LOCATION (City and State) Consulting Engineering Services For Golden Shores Pump Station Rehabilitation (CCNA) Sunny Isles FL 2. PUBLIC NOTICE DATE 3. SOLICITATION OR PROJECT NUMBER 11/05/18 1 RF 18-11-01 B. ARCHITECT -ENGINEER POINT OF CONTACT 4. NAME AND TITLE Gregory J. Stelmack, PE., VP of Operations 5. NAME OF FIRM RADISE International LC 6. TELEPHONE NUMBER 7. FAX NUMBER 8. E-MAIL ADDRESS 561-841-0103 561-841-0104 1 Gre o .stehnack radise.net C. PROPOSED TEAM (Complete this section for dhe prime contractor and all key subcontractors. Check 0 a v 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT a U m 7 y RADISE International, LC 4152 West Blue Heron Blvd, Geotechnical engineering / materials Ste 1114 testing services Riviera Beach, FL 33404 a. X ❑ CHECK IF BRANCH OFFICE b. ❑ CHECK IF BRANCH OFFICE C. ❑ CHECK IF BRANCH OFFICE D. ORGANIZATIONAL CHART OF PROPOSED TEAM �ADISE ® (Attached STANDARD FORM 330 94 Tom Mullin, PE u Gregory Stelmack, PE Chief Engineer I I Principal Engineer ISE STANDARD FORM 330 95 E. RESUMES OF KEV PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME 13, ROLEIN THIS CONTRACT 14, YEARS EXPERIENCE a TOTAL b. WIiH CURRENT FDUA Gregory J. Stelmack, P.E. Principal Geotechnical Engineer 28 6 15. FIRM NAME AND LOCATION (Corp and State) RADISE International, L.C., Riviera Beach, FL 16. EDUCATION (DEGREEANO SPECIA MITIOA9 17. CURRENT PROFESSIONAL REGISTRATION (STATEAND DISCIPLINE) B.S., Civil & Environmental Engineering, University of Wisconsin, Professional Engineer, Florida No. 70556 Madison 18. OTHERPROFESSIONAL QUALIFICATIONS (Poblimtiom. Otganhadom, Training, Avwa,, ex.) Mr. Stelmack is skilled in providing construction materials testing and engineering inspection testing services including quality assurance/quality control for a wide variety of commercial, transportation, water resources, industrial, retail and institutional projects. He specializes in providing design recommendations for deep and shallow foundation systems for a variety of project types. He has worked on major projects throughout Florida, and served as Project Manager and Senior Geotechnical Engineer on numerous projects for private and public clients including FDOT USACE and SFWMD. 19. RELEVANT PROJECTS (1) THTLE AND LOCATION (Cil and Smle) (2) YEAR COMPLETED 6420 Pump Station Design of Turning Vane & Pump PROFESSIONAL SERVICES CONSTRUCTION (fapp4 abk) Modifications, Miami -Dade County, FL 1 2017 (3) BRIEF DESCRIPTION (1141f.X. size, rnst. etc) AND SPECIFIC ROLE ® Check ifptaje t pelfained with cunem then a, Geotechnical Engineer. Geotechnical engineering services including field exploration/testing and laboratory testing services. The field exploration program to evaluate the existing subsurface conditions for the project consisted of drilling three (3) Standard Penetration Test borings to depths of 40 feet below the existing ground surface. Soil classifications were based on visual observations supplemented by laboratory test results performed on selected representative samples. Laboratory index tests consisting of full Sieve Analysis, Natural Moisture and Organics Content tests were performed on selected samples. (1) TITLE AND LOCATION (Ciy aM State) (2) YEAR COMPLETED Everglades Agricultural Area A-1 Flow Equalization Basin PROFESSIONALSERVICES CONSTRUCTION (if opy&able) Palm Beach County, FL I Ongoing I Ongoing b, (3) BRIEF DESCRIPTION (Bl1gl.X size, cost ae.) AND SPECIFIC ROLE ® Check if project peefomcd with current firm Project Manager and Engineer of Record. Geotechnical design and EDC (engineering during construction) materials testing as well as quality assurance and inspection. Tests include specific gravity, sieve analysis, proctor, organic content, moisture content and Atterberg limits. The work involved laboratory testing for embankment construction. (1) TITLE AND LOCATION (City and Slate) (2) YEAR COMPLETED Wastewater Lift Station Rehabilitation, PROFESSIONAL SERVICES CONSTRUCTION(faealirable) Palm Beach County, FL 2013 C. (3) BRIEF DESCRIPTION (Brieftrop she, rust etc.) AND SPECIFIC ROLE ® Check if mi. ist formed with curlem fmn Project Manager and Engineer of Record. Project consisted of providing geotechnical engineering including field and laboratory testing services. (1) TITLE AND LOCATION (Go, atW State) (2) YEAR COWLETED Eastpointe Pump Station, PROFESSIONAL SERVICES CONSTRUCTIONOfiPPh'rn6/e) Palm Beach County, FL 2014 d. (3) BRIEF DESCRIPTION (Bnefrs X,, size, cost erc.l AND SPECIFIC ROLE ® Check ifpmjaa pvfomed with current fimn Project Manager. Geotechnical engineering evaluation, Construction material testing and report preparation for renovations at the Pump Station. The renovations included concrete king post pile panel retaining walls, concrete pad at the channel bottom to support three new pumps and a precast concrete building. (1) TITLE AND LOCATION 'City aM Stale) (2) YEAR COMPLETED HHD Culverts 5A/5, 4A/3,11/16 Replacement and Rehabilitation, PROFESSIONALSERVICES CONSTRUCTION(ifalselkable) Palm Beach, Martin, Hendry Counties Ongoing Ongoing (3) BRIEF DESCRIPTION Brief+cope, size cos 1, ele) AND SPECIFIC ROLE ®CM1eck ifpojat performed wdh amem fmm Project Manager, Geotechnical Engineer of Record and Materials Engineer for construction inspection and lab and field e• materials testing services. The work included the demolition of existing Culverts and placement of new cast -in-place concrete culvert structures with gates and control systems and restoring the embankment, demolition of existing Culverts, the reconstruction of new structures and rehabilitation structure replacements. Also provided quality control services during concrete placement and casting of the building components. Services included a substantial role in inspection and oversight of earthwork tasks. f ISE STANDARD FORM 330 L.RESUMES OF KEY PERSONNEL 1 FOR (Complete Section E for key one each perann.) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a TOTAL b WITH CURRENT FIRM Tom Mullin P.E. Chief Geotechnical Engineer 40 5 15. FIRM NAME AND LOCATION (Cir, and State) RADISE International, LC, Riviera Beach, FL 16. EDUCATION(DEGREEANDSPECMLILITIONI 17. CURRENT PROFESSIONAL REGISTRATION(STAT£AND DISCIPLINE) M.S., Geotechnical Engineering, University of Illinois Professional Engineer, Florida No. 43366 B.S. Civil Engineering, University of Illinois 18. OTHER PROFESSIONAL QUALIFICATIONS (PuMicafmu. Orgunimdom, Twining. Awards, ewJ Mr. Mullin has managed projects involving transportation, major high-rise towers, commercial buildings, power generating and industrial facilities, as well as landfill projects in Florida, Puerto Rico and the Caribbean. His skills include foundation design and construction, backfilling, test programs, quality control testing procedures and documentation, installation and evaluation of geotechnical monitoring instrumentation, vibration monitoring and pile load testing. He provides quality assurance oversight; CEI documentation; construction surveillance inspection and testin • and technical peer review. 19. RELEVANT PROJECTS (1) TITLE AND LOCATION (City and Score) (2) YEAR COMPLETED 6420 Pump Station Design of Turning Vane & Pump PROFESSIONALSERVICES CONSTRUCTION (fapy£cabfe) Modifications, Miami -Dade County, FL 2017 (3) BRIEF DESCRIPTION (Bnefsrope, sin, .4 em) AND SPECIFIC ROLE Check ifproject pufimrd with amem firm a• Project Manager. Geotechnical engineering services including field exploration/testing and laboratory testing services. The field exploration program to evaluate the existing subsurface conditions for the project consisted of drilling three (3) Standard Penetration Test borings to depths of 40 feet below the existing ground surface. Soil classifications were based on visual observations supplemented by laboratory test results performed on selected representative samples. Laboratory index tests consisting of full Sieve Analysis, Natural Moisture and Organics Content tests were performed on selected samples. (1) TITLE AND LOCATION (City and Sum) (2) YEAR COMPLETED Everglades Agricultural Area A-1 Flow Equalization Basin PROFESSIONAL SERVICES CONSTRUCTION ofapplicable) Palm Beach County, FL Ongoing I Ongoing b, (3) BRIEF DESCRIPTION (Bnej x, sae. cos; n,J AND SPECIFIC ROLE Check ifpmjat perforrnM with cunem firm Chief Geotechnical Engineer. Geotechnical design and EDC (engineering during construction) materials testing as well as quality assurance and inspection. Tests include specific gravity, sieve analysis, proctor, organic content, moisture content and Atterberg limits. The work involved laboratory testing for embankment construction. (1) TITLE AND LOCATION(Citi aW &wte) (2)MR COMPLETED East Central Regional Water Reclamation Facility (ECRWRF) PROFESSIONAL SERVICES CONSTRUCTION flfWicab/e) Biosolids Improvement Project 2014 d• (3) BRIEF DESCRIPTION (Bri jsro n, sae, cost, emJ AND SPECIFIC ROLE ® Ch k HMjM xobw 6 with... Poco Chief Geotechnical Engineer. Geotechnical engineering and field/laboratory testing services for the new construction of a Dewatering Building and Odor Control Facility at the ECRWRF. The structures are part of an overall design package for the un2rade of the ECRWRF Biosolids Project. (1) TITLE AND LOCATION /Cir, and Stme) (2) YEAR COMPLETED Wastewater Lift Station Rehabilitation, PROFESS(ONALSERVICES CONSTRUCTION f ,,ffcabk) Palm Beach County, FL 2013 d. (3) BRIEF DESCRIPTION (Bn'rfsrope, sag cos; etc) AND SPECIFIC ROLE ®Chale i[pmjeal pnfomd with nvmnt firm Chief Geotechnical Engineer. Project consisted of providing geotechnical engineering including field and laboratory testing services. (1) TITLE AND LOCATION (City a Stam) (2) YEAR COMPLETED HHD Culverts 5A & 5 Replacement and Rehabilitation PROFESSIONAL SERVICES CONSTRUCTION Ff Wlcable) Palm Beach, Martin, Hendry Counties Ongoing Ongoing e (3) BRIEF DESCRIPTION lBrieJsrope, sae, aos; ex. AND SPECIFIC ROLE ® Chak ifimjat I nTo with cunem Po,n Chief Geotechnical Engineer. Construction inspection and materials testing services. The work included the demolition of existing Culverts 11 and 16 and placement of new cast -in-place concrete culvert structures with gates and control systems and restoring the embankment; demolition of existing Culverts 4A and 3 and the reconstruction of new structures; and rehabilitation structure replacements for Culverts 5A and 5. Testing included soils structural concrete and asphalt. RADISE STANDARD FORM 330 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED 20. EXAMPLE PROJECT KEY NUMBER QUALIFICATIONS ' THIS CONTRACT(Present as manyprojects as requested by the agency, or 10projects, irnot specified. Complete one Section Fjor each project.) 1 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Eastpointe Pump Station, PROFESSIONAL SERVICES CONSTRUCTION Palm Beach County, FL 2014 (If applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE Owner: Northern Palm Beach Co. Mr. Mark E. Weber, P.E., Stanley NUMBER Improvement District Consultants, Inc. (561) 584-8725 Client: Stanley Consultants, Inc. 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) This project for the Northern Palm Beach County Improvement District involved renovations at Eastpointe Pump Station that included installation of new concrete panel retaining wall, installation of precast concrete piles to support the foundation for two new pumps and installation of 1 -story precast concrete building for pump station. lowJ� RADISE mobilized a truck mounted drill rig and conducted a site visit and field reconnaissance to observe existing site conditions. A layout of boring locations in the field was prepared, as well as utilities cleared through Sunshine. RADISE's field exploration included performing SPT borings. Laboratory Testing included sampling from the borings and classification in accordance with the Unified Soil Classification System (ASTM D 2487). Representative samples from the SPT borings were tested for index properties such as moisture content and grain size distribution and for corrosivity. RADISE provided a geotechnical engineering evaluation and prepared a report. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a, RADISE International, LC Riviera Beach, FL Geotechnical Engineering and Materials Testing Services b. C. d. RADISE STANDARD FORM 330 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S 20. EXAMPLE PROJECT QUALIFICATIONS 1R THIS CONTRACTKEY PLUMBER (Present as many projects as requested by the agency, or 10 projects, if not specified. 2 Complete one Section F or chro'ect. 21. TITLE AND LOCATION (City and State 22. YEAR COMPLETED 6420 Pump Station Design of Turning Vane & PROFESSIONAL SERVICES CONSTRUCTION Pump Modifications, Miami -Dade County, FL 2017 (If applicable) 23. PROJECT OWNER'S INFORMATION b. PROJECT OWNER b. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE Owner: SFWMD Mr. Samuel J. Smith, P.E., Hazen & NUMBER Client: Hazen & Sawyer Sawyer (561) 314-2471 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Pump Station G420 is located approximately 0.7 miles north of SW 8th Street, and 1.1 miles west of NW 137th Ave in western Miami -Dade County. Turning vanes were constructed within the 90 -degree bend of the supply canal approaching the G420 pump station. The turning vane walls are supported by H -piles driven into the canal bottom. Areas between H -piles were infilled with precast concrete planks/panels inserted between the piles. New steel sheet pile wing -walls for both intake and outfall sides of G420 seepage pump station were also constructed. The approximate length of wing -walls is 35 feet in each of four (4) locations. RADISE provided geotechnical engineering services including field exploration/testing and laboratory testing services. The field exploration program evaluated the existing subsurface conditions for the project consisted of drilling three (3) Standard Penetration Test borings to depths of 40 feet below the existing ground surface. Soil classifications were based on visual observations supplemented by laboratory test results performed on selected representative samples. Laboratory index tests consisting of full Sieve Analysis, Natural Moisture and Organics Content tests were performed on selected samples. RADISE provided Geotechnical Services Report which includes the detailed graphical logs of the soil borings, groundwater levels, and soil classifications. RADISE also provided recommendations for various aspects of the project including H -pile and sheet pile wing wall analyses for deflection and recommendations for embedment depths. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE a. RADISE International, LC Riviera Beach, FL Geotechnical Engineering and Materials Testing Services b. C. d. f1*11SE STANDARD FORM 330 E G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS CONTRACT (From Section E, Block 13) 28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in "Example Projects Key" section below before completing table. Place "X" under project key number for participation in same or similar role.) 1 2 3 4 5 6 7 8 9 10 Tom Mullin, PE Chief Geotech Engineer X X Greg Stelmack, PE Principal Geotechnical Engineer X X 29. EXAMPLE PROJECTS KEY NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) I Eastpointe Pump Station, Palm Beach County, FL 6 2 G420 Pump Station Design of Turning Vane & Pump Modifications, Miami -Dade County, FL 7 3 8 4 9 5 10 RADISE STANDARD FORM 330 100 H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS AS NEEDED. Founded in 1997, RADISE International, L.C. (RADISE) specializes in providing Geotechnical Engineering, Materials Testing and Inspection Services. RADISE has a staff of 66 including local professional engineers, field and laboratory technicians, geotechnical drillers, inspectors and support staff servicing Miami Dade, Broward and Palm Beach Counties. Our senior staff has 250+ years of combined Geotechnical Engineering, Materials Testing and Inspection experience. RADISE has been serving Florida for 21 years, and has always been a financially sound firm. We have a history of no litigation, and maintain a safetyfirst record of no OSHA lost time. Certifications: RADISE holds many certifications including Miami -Dade Co. SBE and LDB; State of Florida M/WBE; FDOT DBE and SFWMD SBE. We are a small firm with large firm capabilities! Specialized Experience and Technical Competence: ✓ Geotechnical Engineering and Drilling ✓ Field and Laboratory Materials Testing ✓ QA/QC Testing During Construction ✓ Geotechnical Analyses and Reporting ✓ FDOT Construction Testing Qualification Program (CTQP) Training Provider As experts in providing geotechnical engineering and materials testing and inspection services, we are skilled in conducting site investigation, evaluation, design and preparation of engineering plans; preparing specifications and contract documents; master planning and permit preparation; as well as serving as liaison with project owners, cities, counties, consultants, agencies and stakeholders. We perform all of our drilling in-house with multiple truck and track mounted drill rigs. RADISE is also an FDOT CTQP Training Provider, training in-house staff, FDOT personnel and outside clients. Offices and Certified Testing Labs: RADISE has 3 offices: in Miami -Dade, Pahn Beach and Broward Counties; and 3 certified construction materials testing laboratories: in Miami -Dade County (CMEC certified), Palm Beach (FDOT/CMEC/USACE certified) and Broward (FDOT/CMEC certified) Counties. Experience: For 21 years, RADISE has provided geotechnical engineering, field and lab construction materials testing, inspection and quality control services for projects throughout Florida. Our significant experience and a solid background working with both the Public and Private Sectors in South Florida includes continuing service contracts with numerous Cities, Counties, and School Districts, and we work extensively with the SFWMD, FDOT and USACE, on operations that run 24/7. RADISE has several Continuine Service Contracts within the Miami area: Soils, Foundations, and Geotechnical Testing Services Continuing Services Contract, Miami Dade County Public Works and Waste Management; Citywide Geotechnical and Laboratory Testing Services Contract, City of Miami Beach; and Inspection and Laboratory Testing Services Contract, City of Miami Gardens. Quality Control: RADISE developed and utilizes a Quality Control System that is a powerful, web -based application. The QC system enhances project success with features that simplify reporting, and create instant results/reports for clients, 24/7, accessible via the internet. The QC System has proven to be a significant advantage when reporting to the level that is required by many agencies. I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. 31. SI�TIIRE 33. NAME AND TITLE Gregory J. Stelmack, P.E. / VP of Operations 32. DATE 12/06/18 RADISE STANDARD FORM 330 101 ARCHITECT -ENGINEER QUALIFICATIONS 1. SOLICITATION NUMBER (If any) PART II — GENERAL QUALIFICATIONS (lfa linn has branch offices, complete.for each specific branch ot ice seeking work) 2a. FIRM (OR BRANCH OFFICE) NAME 3. YEAR ESTABLISHED 4. DUNS NUMBER RADISE INTERNATIONAL, LC 1997 053898446 2b. STREET 4152 W Blue Heron Blvd., Suite 1114 5. OWNERSHIP a. TYPE Limited Liability Corporation 2c. CITY Riviera Beach 2d. STATE FL 2e. ZIP CODE 33404 b. SMALL BUSINESS STATUS Federal minority, women -owned business 6a. POINT OF CONTACT NAME AND TITLE Gregory J. Stelmack, P.E. 7. NAME OF FIRM (Ijblock 2a is a branch office) 6b. TELEPHONE NUMBER 561-841-0103 6e. E-MAIL ADDRESS Gregory.stelmack@radise.net 8a. FORMER FIRM NAME(S) ffany) 8b. YR' ESTABLISHED 8c. DUNS NUMBER 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' b. Discipline (1) (2) Profile b. Experience Index Code FIRM BRANCH Code Number (see below 02 Administrative 5 T02 Testing & Inspection Services 6 14 Computer Programmer 3 S05 Soils & Geological Studies 5 15 Construction Inspector 11 G04 Geographic Information System 1 27 Foundation/Geotechnical 16 C13 Computer Facilities; Computer 3 55 Soils Engineer 18 48 Project Manager 7 Other Employees 6 Total 66 11. ANNUAL AVERAGE PROFESSIONAL SERVICES REVENUES OF FIRM PROFESSIONAL SERVICES REVENUE INDEX NUMBER FOR LAST 3 YEARS I. Less than $100,000 6. $2 million to less than $5 million (Insert revenue index number shown at right) 2• $100,000 to less than $250,000 7. $5 million to less than $10 million a Federal Work 4 3. $250,000 to less than $500,000 8. $10 million to less than $25 million b. Non -Federal Work 6 4• $500,000 to less than $1 million 9. $25 million to less then $50 million c. Total Work 6 5. $1 million to less than $2 million 10. $50 million or greater 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a. SIG b. DATE 112/06/18 c. NAME AND TITLE Gregory J. Stelmack, P.E. / Vice President of Operations RADISE STANDARD FORM 330 102 E. RESUMES OF KEY PERSONNEL PROPOSED (Complete . person.) 12. NAME 1 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE Thomas L. Tessier Senior Hydrogeologist a. TOTAL b. WITH CURRENT FIRM 47 9 15. FIRM NAME AND LOCATION (Cfty and State Tessier Consulting, LLC, Jupiter, Florida 16. EDUCATION DEGREE AND SPECIALIZATION 17. CURRENT PROFESSIONAL REGISTRATION STATE AND DISCIPLINE Bachelor of Arts, Geology, 1969 Hamilton College Clinton, New York 13323 Professional Geologist, Florida #775 Post -Graduate Studies, Planetary Geology Professional Geologist, American Institute of Professional Geologists #4383 Brown University Providence, Rhode Island 18. OTHER PROFESSIONAL QUALIFICATIONS Publications, Organization;, Training, Awards, etc. Certification: Introduction to Groundwater Modeling Certification: Florida Stormwater, Erosion and Sedimentation Control Inspector Certification: Florida Wetlands Delineation Certification: Florida Wetlands: Successful Creation, Restoration and Enhancement Florida Master Naturalist, Wetlands Module, University of Florida Institute of Food and Agricultural Sciences Publication: Miller, D.W., F.A. DeLuca, and T.L. Tessier, "Groundwater Contamination in the Northeast States", USEPA 1974 Publication: T. L. Tessier, contributing editor, "The Report to Congress: Waste Disposal Practices and their Effects on Ground Water", USEPA 1977 19. RELEVANT PROJECTS 1 TITLE AND LOCATION Count 2 YEAR COMPLETED PRO FESSIONAL SERVICES CONSTRUCTION if applicable) Hallandale Beach Reclaimed Water Line dewatering, Broward County, Florida 2016 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE I ® Check if project performed with current firm a Contractor Close Construction was required to obtain dewatering permits from SFWMD and Broward County for the installation of more than one mile of reclaimed water main, a wet well and 20,000 gallon underground fuel tank in coastal Broward County. SFWMD required that the issue of saltwater intrusion should be addressed in the dewatering permit application. Broward County required that contamination at the Diplomat Golf Club should not be impacted by the dewatering. Concerns of both agencies were addressed by hydrogeologic analysis and the development of detailed dewatering plans. Fees were less than $3000. 1 TITLE AND LOCATION(County) 2 YEAR COMPLETED Ritz Canton (now Trump National) reclaimed water pond design and PROFESSIONAL SERVICES CONSTRUCTION if applicable) construction, Palm Beach County, Florida 2011 2012 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE I ® Check if project performed with current firm b Planning and permitting of dewatering plan for construction of reclaimed water storage pond. Principal issue was drawdown impact on nearby wetlands and the possible sequence of construction and associated dewatering needs Services included modeling impacts of various dewatering scenarios and designing a post -construction groundwater quality monitoring plan for potential effluent migration. Consulting fee was less than $4,000. 1 TITLE AND LOCATION Count 2 YEAR COMPLETED Expert professional services during evaluation of performance of treatment PROFESSIONAL SERVICES I CONSTRUCTION If applicable system and disposal of effluent from fish farm operations, Miami -Dade County, 2013 Not Applicable Florida. (3) BRIEF DESCRIPTION (Brief stype, size, cost, etc.) AND SPECIFIC ROLE ® Check it project performed with current firm d A newly -developed fish farm in Homestead, Florida was having difficulty in disposing of treated wastewater effluent in an onsite injection well. Tom Tessier was asked to review the design of the injection well, the suitability of the effluent for injection, and the methods by which the too -frequent rehabilitation of the injection well was occurring. During review, it was determined that the biological activity unique to fish fanning was causing the unexpected problem of rapid well clogging. Engineering was directed to modify the treatment process. Considerable contact with the FDEP Underground Injection Control section was necessary. Consulting fee were less than $4000. 1 TITLE AND LOCATION(County) 2 YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION if applicable) Structural settling of residences, Palm Beach County, Florida 2015 Not Applicable (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE I I@ Check if project performed with current firm d Tom Tessier reviewed available data related to the settling of residences adjacent to a public water supply well that had been constructed. According to the owners, no settlement was observed prior to replacement of the well by the local utility. The issue is whether the construction process caused the settlement or if the increased well use caused the settlement or if there are other factors. Tom Tessier worked closely with the Client and a geotechnical engineer to plan a geotechnical invesfigation that would more clearly determine the responsible parry and the acton(s) that caused the settling. Consulting fees were less than $3000 103 104 1 TITLE AND LOCATION Count 2 YEAR COMPLETED PROFESSIONAL SERVICES I CONSTRUCTION if applicable US Air Force Base Closures, Miami -Dade County, Florida 2013 Not Applicable (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE 1 ® Check ff project performed with current firm e The US Air Force had initiated base downsizing and closures around the country. One of bases was Homestead AFB. As is typical, Homestead had many solid waste management units with various levels of contamination. The Client's project team (including Tom Tessier) was tasked with identifying the solid waste management units from existing records and anecdotal information, and estimating the cost of closing out those sites. Consulting fees were less than $3000. 104 r " tiF SJJr1NY !S� CITY OF SUN PNO SECTION E.3 - PROJECT ORGANIZATIONAL CHART 105 ORGANIZATIONAL CHART Section E.3 W J W Z v0 C OZLU ao 0o u as ,o,a e t gales- 6s tem E� OLu p a� Oa'C7 Svc a a Ew Q VI p E > in ~ cn 3 in u m J � a 0 a o' ►+ CY .. W W W C7 W _ `o V Z~ V C �a ay ..a mo CZ of U V c t o a J Lu W O C N a s a az y�Z �� W/� V Cd �+ � 73 2 W O ('� N W F A �-' o n V I \ Iuj W c eg w a J Q a p W a c W w C -741 W iv U W �mzm J i C d rn W ccN O CeZ v - Q w10 � �a W i'',� cm �w rn Z _ ►~� H H (� " uw Z W� u fe H a 'z = .� m :� m` t; C rj J UU > p v ov v eZ tr° Z H H n 0) O: F �Z Ya` O O. C U £ fn W a cn V1 LL Vl V/tA CL Oa �� D nom, oN U LL O a C Q W .. q W C O y N J Co I/4Ny to H v cc c iN N u MW m v ZV w_,� ��Eg c2 e� V wc� N}�};; o d �Vl >V'U W u V>. C� Iv W LL Svc GAS a i m�" �ct m `_ >? Z a c d w -j C �= D i Y=1 ca w m v ►+ a 'j V w C C7 y Z Z LOA .1cw9 cr as S� ~ o u '- W a VLLv aaN �d aaw i t ..:.:..: . J Caw E>w C� ,. _. _.... 2 � m a C V d C a V v O C W C y c� _d v � v O w c � E o � v Y v O In :3 E •� N f iu M W a W v` (O Wt.$ vfw vm � i Yf� o o; rn3 03 LU U) 'rv� d' E� ~~ u Gya 98 u du 9u n F^ 7 d O A U > a A iU Clo in a F N O< SONNY I S~F h ��Y �i _ Ale 9�* Flpt� 5 C/rY OF SUN PCO SECTION EA - WORKLOAD AND AVAILABILITY 107 @�A Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination CAS is currently reaching completion on many projects as per the current work listing below and will be available to accept new projects. Listed below is a chart showing current and future workload with percentage of completion. CLIENT PROJECT PERCENTAGE COMPLETE DESIGN CONSTRUCTION City of Pompano Beach SW 2nd Street Drainage Improvements 80% 0% City of Lake Worth Lake Osborne Estates Water Main 90% 0% Replacement Project - Phase I Berta Management 1951 NW 19th Street Fire Main 95% 0% Improvements City of Lauderhill Green Leaf Filter Rehabilitation 100% 35% City of Margate 2018 System -Wide Water Main 80% 0% Improvements- Phase II City of Margate Lift Station #7 Rehabilitation 90% 0% City of Margate Lift Station #21 Rehabilitation 100% OUT TO BID City of Margate Replace Existing WWTP Triplex Lift Station 100% 0% City of Sweetwater Stormwater Improvements Phase 2B -N 100% 0% Florida Department of Statewide 3D Radar Tomography Support 100% N/A Transportation Glades County Washington Park Sanitary Sewer 10% 0% Improvements Glades County FDEP WWTP Operating Permit Renewal 100% N/A HDR Port Everglades Slip 1 Improvements 100% 0% Indian Trail Improvement Acreage Community Park 100% 70% District Indian Trail Improvement 1400, Avenue North Roadway District Improvements 100% 0% Miccosukee Tribe of Water Main Replacement 100% 50% Indians of Florida Shah Drotos & Associates Port Everglades Pier 2 Radar Scan 100% N/A Spring Lake Improvement District Stormwater Pump Station Rehabilitation 100% 80% Spring Lake Improvement Design & Build New WWTP 100% OUT TO BID District Sunshine Water Control West Outfall Canal Widening 100% N/A District Sunshine Water Control Coral Springs Drive Bridge Canal Widening 100% 0% District Town of Pembroke Park Meekins Lake Stormwater Analysis 100% 0% Town of Pembroke Park SW 25th Street Stormwater Improvements 100% 0% - Phase I Village of Biscayne Park Stormwater Master Plan 100% N/A Village of EI Portal Sanitary Sewer Master Plan 100% N/A City of Belle Glade SW 3rd Street Drainage Improvements 50% 0% 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 W @�A Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination CURRENT MUNICIPAL CLIENTS (MULTI-YEAR CONTRACTS Bal Harbour Village (Since 1989) City of Belle Glade (Since 2013) City of Lauderhill (Since 2013) City of Margate (Since 1988) City of Moore Haven (Since 1995) City of Sunny Isles Beach (Since 2013) City of Sweetwater (Since 2000) City of Lake Worth (2018) Glades County (Since 1993) Hardee County (Since 1999) Indian Trail Improvement District (2003-2007, 2014 to Date) CCPWA Utility Authority (Since 1994) Spring Lake Improvement District (Since 2001) Town of Golden Beach (Since 2000) Town of Pembroke Park (Since 1987) Village of Biscayne Park (Since 2013) Village of EI Portal (Since 2003) Sunshine Water Control District (Since 2015) Sun "N" Lake Water Control District (Since 2017) 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • 1-63110 109 @�Al Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination The CAS Management Team will assign responsibilities to survey crews, utility locating crews, staff engineers, subconsultants and construction management and supporting staff as needed for the timely completion of the Golden Shores Stormwater Pump Station Rehabilitation project. The CAS TEAM is ready to allocate the necessary staff and resources and to work with the City in accomplishing its goals as per contract requirements. We are committed to the City and will strive to give you excellent service. CAS STAFF AND KEY PROJECT MEMBERS PROJECTED PERCENT AVAILABILITY FOR TASKS UNDER THIS CONTRACT BASED ON CURRENT WORKLOAD. Name of Staff Year 2019 Year 2020 Year 2021 Year 2022 Gene R. Sehriner* 40% 40% 40% 40% Stephen C. Smfth* 40% 35% 30% 30% James R. Orth* 60% 60% 60% 60% Orlando Rubio* 50% 50% 50% 50% William H. Landis* 60% 60% 30% 30% Frank Vilar 50% 50% 75% 50% Al Caruso 75% 75% 65% 65% Keith Schriner 65% 65% 65% 65% Robert Keener* 40% 40% 40% 40% Sandro Elvir 55% 55% 55% 55% David Lookabill 65% 65% 65% 65% Daniel Sousa 55% 55% 55% 55% Donald Drake 55% 55% 45% 45% James Driscoll* 40% 50% 50% 50% Raul Carbonell* 40% 50% 50% 50% Tony Gomes* 75% 75% 50% 50% William Tanto* 75% 75% 50% 50% * Key CAS Staff Members 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 110 ilNNY �S� U� �S *A "1 1;* SECTION E.5 - SUBCONSULTANT FIRM OVERVIEWS 111 Company Profile Bailey Engineering Consultants, Inc. is a multi -disciplined consulting engineering firm specializing in electrical, instrumentation and SCADA system designs for Water and Wastewater projects. We provide consulting engineering services to the public and private sectors with preferential services for municipal and governmental clients. Incorporated in 1992, we are a second generation consulting engineering firm with an office in Cooper City, Florida. Our water treatment plant design experience is diverse and includes electrical and control system designs for Membrane Filtration, Reverse Osmosis Treatment, Ion Exchange Systems, Ultra Filtration and Lime Softening. We provide electrical and control system designs for stormwater pump station facilities in areas for residential and commercial developments throughout the state of Florida. Our electrical distribution system experience covers from low voltage applications up to medium voltage 13 KV distribution system designs. We currently implement "smart" designs" on our projects and utilize data highways as a means to communicate to motor starters, variable frequency drives and motor monitoring equipment. We integrate our data highway systems seamlessly and reliably into plant control system insuring the end user of a fully redundant powerful power communication architecture. Our instrumentation systems design experience includes SCADA and PC based systems. This experience encompasses computer/PLC controlled systems utilizing SCADA based systems for interfacing to remote locations, as well as hard wired relay controlled custom solutions. To reinforce our emphasis on quality, the company has complex project designs reviewed by independent companies. We interface with designers from complimentary disciplines during the design process to review design principles and to assist in the preparation of design drawings and specifications for specific project needs. Our staff's electrical experience includes electrical and instrumentation system designs for industrial plants, specifically Stormwater, Water and Wastewater Treatment Facilities located throughout the state of Florida. 112 MUEngineers, Inc. 3440 NE 12`h Avenue Oakland Park, FL 33334 Phone: (954)324-4730 CA8:29345 www.muengineers.com ngineers, Inc. As structural engineers we not only provide the backbone and strength of quality designs, but we help bring vision to reality. At MUEngineers, Inc., we practice innovation as a problem -solving tool and think outside of the box. We look beyond the obvious to obtain the approach best suited to each project. By using the latest advances in technology, our expertise and engineering tools, we deliver solutions for projects of all types, sizes and levels of complexity. 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. In addition to new construction, we have extensive experience with remodels, restorations and renovations of existing structures needing additional space, upgrades, or repairs of failing structural components. Example projects include: wood observation deck and tower repairs, hotel remodels, sea wall restorations, water proofing replacements, all types of concrete restoration and corrosion protections, airport expansions, water park features, etc. As a 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. THOROUGH, DETAILED AND COST EFFICIENT ENGINEERING DELIVERED INATIMELY MANNER 113 FIRM OVERVIEW RADISE IN TE RX PLIOXIL Founded in 1997, RADISE International, L.C. (RADISE) specializes in providing Geotechnical Engineering, Materials Testing and Inspection Services. RADISE has a staff of 66 including local professional engineers, field and laboratory technicians, geotechnical drillers, inspectors and support staff servicing Miami Dade, Broward and Palm Beach Counties. Our senior staff has 250+ years of combined Geotechnical Engineering, Materials Testing and Inspection experience. RADISE has been serving Florida for 21 years, and has always been a financially sound firm. We have a history ofno litigation, and maintain a safetyfirst record ofno OSHA lost time. Certifications: RADISE holds many certifications including Miami -Dade Co. CBE, SBE and LDB; State of Florida M/WBE; FDOT DBE and SFWMD SBE. We are a small firm with large firm capabilities. Specialized Experience and Technical Competence: ✓ Geotechnical Engineering and Drilling ✓ Field and Laboratory Materials Testing ✓ QA/QC Testing During Construction ✓ Geotechnical Analyses and Reporting ✓ FDOT Construction Testing Qualification Program (CTQP) Training Provider As experts in providing geotechnical engineering and materials testing and inspection services, we are skilled in conducting site investigation, evaluation, design and preparation of engineering plans; preparing specifications and contract documents; master planning and permit preparation; as well as serving as liaison with project owners, cities, counties, consultants, agencies and stakeholders. We perform all of our drilling in-house with multiple truck and track mounted drill rigs. RADISE is also an FDOT CTQP Training Provider, training in-house staff, FDOT personnel and outside clients. Offices and Certified Testing Labs: RADISE has 3 offices: in Miami -Dade, Palm Beach and Broward Counties; and 3 certified construction materials testing laboratories: in Miami -Dade County (CMEC certified), Palm Beach (FDOT/CMEC/USACE certified) and Broward (FDOT/CMEC certified) Counties. Experience: For 21 years, RADISE has provided geotechnical engineering, field and lab construction materials testing, inspection and quality control services for projects throughout Florida. Our significant experience and a solid background working with both the Public and Private Sectors in South Florida includes continuing service contracts with numerous Cities, Counties, and School Districts, and we work extensively with the SFWMD, FDOT and USACE, on operations that run 24/7. RADISE has several Continuing Service Contracts within the Miami area: Soils, Foundations, and Geotechnical Testing Services Continuing Services Contract, Miami Dade County Public Works and Waste Management; Citywide Geotechnical and Laboratory Testing Services Contract, City of Miami Beach; and Inspection and Laboratory Testing Services Contract, City of Miami Gardens. Quality Control: RADISE developed and utilizes a Quality Control System that is a powerful, web -based application. The QC system enhances project success with features that simplify reporting, and create instant results/reports for clients, 24/7, accessible via the internet. The QC System has proven to be a significant advantage when reporting to the level that is required by many agencies. 114 Tessier Consulting, LLC Hydrogeologic and Hydro -Environmental Services The firm was established in January 2010. Since that time, the firm has provided consulting services for a broad range of projects, including consumptive water use permitting, well permitting and design, groundwater modeling, dewatering plans and permits, litigation support and expert witness services. In addition, we consult on problems related to flooding, dewatering and groundwater control; sinkholes and settlement; wastewater disposal and reclaimed water application; lateral saltwater intrusion and saltwater upconing; drainage and groundwater/surface water interaction. Our clients range from private developers, farmers, ranchers, attorneys, and insurance companies to Federal and state agencies, counties, municipalities and utilities. In the short time the firm has been established, we have been involved in diverse projects that are professionally challenging, personally satisfying and beneficial to our clients. Some of our services are described below. Design and Construction of Facilities and Forensic Analysis of Underperforming Facilities Planning and design of new facilities must never be minimized in favor of changes during construction. Many construction projects are stalled or even "red tagged" because of a lack of planning and overlooked permit requirements. For example, we frequently receive calls from contractors who have undertaken construction without securing the proper dewatering permits either from the Water Management District or local environmental agencies with jurisdiction. Even for projects that have secured dewatering permits properly, failure to consider the discharge and the potential flooding nuisance can shut down even a simple project. Post -construction flooding caused by an unanticipated rise in the water table or concrete loading above the water table have caused problems in parking garages and even retail centers. In one project, a certificate of occupancy was withheld because the load created by a newly poured concrete floor above a shallow water table in a strip shopping center caused "wicking" of the water table through the vapor barrier and into the building. Well Site Selection and Conceptual Well Design Site selection and conceptual well design are the initial key elements leading to the bidding and construction of water supply wells. Well site selection considers proximity to existing raw water transmission lines, separation from sanitary hazards and known or potential sources of contamination, access, and potential for noise or disruption during construction. Conceptual design involves selection of materials and depth to maximize well performance and long-term operation. For East Central Florida Services, we identified materials, well size and depth which would produce irrigation water for many years. At the Fort Drum Service Area on Florida's Turnpike, we made recommendations to modify the previous well design to reduce the potential for borehole collapse due to the unexpected presence of unconsolidated material. Groundwater Modeling Groundwater models are typically developed to simulate site conditions in the past, present or future. Application of the appropriate groundwater model (analytic, analytic element, finite difference, finite element) varies with the type of model and the conditions being simulated. Analytic models (such as Theis or Hantush-Jacob) are the quickest to design and set up. Analytic element models (such as 115 Winflow or AnAgSim) are more complex but still relatively easy to set up. Finite -difference and finite - element models (Modflow and FEFLOW) are more difficult to set up but can address much more complex conditions. Cost of modeling generally increases with complexity. When we have an option, we choose our groundwater models based on the needs of each project, requirements of the regulators, time available and cost. Since January 2010, we have used analytic models to help us select the pump and design pumping level of 2 public supply water wells in Okeechobee County, used an analytic model to predict the future impact of a public water supply well system in Martin County, and served as a consulting expert to review the design of a numeric Modflow model to determine if it accurately predicted the water -table drawdown around a major wellfield (PBC System 9) in Palm Beach County, and served as a consulting expert to SJRWMD to review the design of a Modflow model in Volusia County, Florida. Field Services and Testing "Going in the field" is typically the first assignment for a junior geologist. We provide field services at a competitive fee but much greater level of expertise. Two examples of projects we have performed are onsite hydrogeologic services during construction of 2 public water supply wells at the Fort Drum Service Plaza on Florida's Turnpike, and coordination of the construction of irrigation wells on Jupiter Island. For both projects, our responsibilities included interpreting drilling reports and data, and test data to recommend and assist in selecting the completion depth and screen interval that would produce at the optimal rate and deliver a stable water quality. Consulting Expert and Expert Witness We have been involved several times in cases involving potential litigation. In many cases, a Tessier Consulting, LLC representative consults during pre-trial proceedings, advising the attorney about the additional materials that need to be obtained, and the inquiries that need to be made of the deposed. In other cases, a Tessier Consulting, LLC, representative may also serve as a testifying expert. In preparation for trial or administrative hearing, the testifying expert may review all pertinent data, reports and test results, prepare an expert witness report, testify regarding site conditions, and assist the attorney with post -verdict filings. We were requested to review data and records compiled during construction of 2 Floridan Aquifer wells for public water supply in the Town of Manalapan. The case involved the potential liability of a hydrogeologic consulting firm in the design, construction and testing of the wells. Although both wells were constructed to the same specifications, one of the wells produced at half the pumping rate of the other well. Tessier Consulting, LLC, reviewed the available construction logs and test results and advised the Town's attorney regarding the appropriate inquiries during depositions of the key players. 116 SJ1.1NY IS4 s U �2 * r i P � or sUK P�,o SECTION E.6 - COMPANY FINANCIAL STATEMENTS 117 Craig A Smith & Associates, Inc Financial Statements December 2017 118 5118 Hidden Cove Circle Valdosta, GA 31602 Tele#: 229-244-2633 Fax A 229-299-4454 E -Mail: sws7447@Jgmail.com SKS Accountants, & Consultants April 24, 2018 Craig A Smith & Associates, Inc. 7777 Glades Road Suite410 Boca Raton, FL 33434 To Management: Management is responsible for the accompanying financials statements of Craig A Smith & Associates, Inc. (an S. Corporation), which comprise the statement of assets, liabilities and equity - cash basis as ofDecember, 31, 2017, and the related statement ofrevenues, expenses and retained earnings - cash basis for the year then ended, and for determining that the cash basis of accounting is an acceptable financial reporting framework. I have performed a compilation engagement in accordance with Statements on Standards for Accounting and Review Services promulgated by the Accounting and Review Services ofthe AICPA. I did not audit or review the financial statements nor was I required to perform any procedures to verify the accuracy or completeness ofthe information provided by management. Accordingly, I do not express, an opinion, a conclusion, nor provide any form of assurance on these financial statements. YL S countants & Consultants Notes A & B follow 119 CRAIG A. SMITH &ASSOCIATES, INC BALANCE SHEET AS AT DECEMBER 31, 2017 ASSETS CURRENT ASSETS 2017 Cash 9,272.09 Accounts Receivable Billed 1,137,198.17 Work In Progress 90,392.09 LESS: Allow. For Doubtful Accounts -0- Notes Receivable 16,666.15 Other Receivables 2,155.61 Prepaid Expenses 28,020.29 TOTAL CURRENT ASSETS OTHER ASSETS Security Deposits 23,720.33 TOTAL OTHER ASSETS NONCURRENT ASSETS EQUIPMENT AND LEASEHOLD IMPROVEMENTS Land 15,000.00 Buidlings 66,555.20 Equipment 459,409.27 Computers 221,904.37 Vehicles 8,479.51 Other Furniture, Fixtures, Office Equip 31,878.44 Total Equipment & Leasehold Improvements 803,226.79 LESS: Accumuated Depreciation (506,192.57) NET FIXED ASSETS 297,034.22 Note Receivable 22,27824 TOTAL NONCURRENT ASSETS TOTAIASSETS 1,283,704.40 23,720.33 319,312.46 1,626,737.19 120 CRAIG A SMITH & ASSOCIATES, INC BALANCE SHEET AS AT DECEMBER 31, 2017 2017 LIABILITIES AND STOCKHOLDERS EQUITY CURRENT LIABILITIES Accounts Payable 604,003.69 Lease Obligation Payable 67,794.68 Accrued Compensation & Related Taxes 88,885.99 Accrued Expenses Payable 4,705.92 Notes Payable to Bank 50,000.00 Deferred Rent 24,313.67 TOTAL CURRENT LIABILITIES NONCURRENT LIABILITIES Lease Obligation Payable - L/T 50,187.88 Deferred Rent 280.88 TOTAL NONCURRENT LIABILITIES STOCKHOLDERS' EQUITY Common Stock 1,000.00 Paid In Capital 659,775.00 Treasury Stock (750,000.00) Shareholders Distribution (515,000.00) Retained Earnings 1,340,789.48 TOTAL SCOCKHOLOERS EQUITY TOTAL LIABILITIES & EQUITY 839,703.95 50,468.76 736,564.48 1,626,737.19 121 CRAIG A SMITH &ASSOCIATES, INC INCOME STATEMENT AS AT DECEMBER 31, 2017 REVENUE Labor Revenue Work In Progress TOTAL REVENUE NON -LABOR COSTS Project Costs TOTAL NON -LABOR COSTS PROJECT CONSULTANT FEES Consultant Fees TOTAL PROJECT CONSULTANT FEES TOTAL NET REVENUES Direct Labor OPERATING EXPENSES Indirect Labor Officer Salary Fringe Benefits Rent Telephone/Utilities Insurance Office Supplies & Expenses Equipnent Lease/Rent Dues & Subscriptions Travel & Entertainment Business Development Education & Seminars Admin Vehicle Costs Office Repairs & Maintenance Professional Fees Taxes & Licenses Interest Depreciation/Amortization Field Operations & Supplies Non -Billable Project Costs Miscellaneous TOTAL OPERATING EXPENSES TOTAL EXPENSES OPERATING INCOME OTHER INCOMEL(EXPENSE} Interest income Gain/(Loss) on Disposable Fixed Asset TOTAL OTHER INCOME/(EXPENSE) NET INCOME YTD- 2017 5,053,553.71 5,053,553.71 (42,734.22) (42,734.22) (462,177.25) (462,177.25) 4,548,642.24 1,183,560.87 1,100,090.67 323,307.00 429,922.16 252,739.17 49,678.28 128,297.43 76,771.37 30,276.96 11,726.57 34,506.34 45,465.98 4,251.89 33,261.70 10,810.66 147,178.92 13,481.13 7,351.47 130,250.00 265,700.37 78,451.35 2,453.28 3,175,972.70 3,161.63 11,677.48 4,359,533.57 189,108.67 14,839.11 203,947.78 122 Craig A Smith and Associates, Inc. Notes to Financial Statements December 31, 2017 NOTES A - SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES Nature of Operations Craig A Smith & Associates, Inc. is an S Corporation that performs utility locations based on Feasibility Studies in conjunction with the applicable contract. Basis ofAccountine The financial statements are prepared on the accounting basis used for the S Corporation Tax return; deprecation of equipments computed in accordance with the accelerated cost recovery system required by the Internal Revenue Code. This method differs from the generally accepted qccounting principle ofcomputing depreciation over the estimated useful lives ofthe assets. Use of Estimates The preparation of financial statements in conformity with the tax basis of accounting requires management of make estimate and assumptions that affect reported amounts and disclo:mres. Accordingly, actual result could differ from those estimates. Federal Income Taxes Federal Income taxes are not payable by, or provided for, the Stockholders. Stockholders are taxed individually on their share of earnings. Corporate net revenue is allocated equally to the shareholders after allowing for shareholders guaranteed payments. Uncertain Tax Positions Management has determined that the S Corporation does not have any uncertain tax positions and associated unrecognized benefits or liabilities that materially impact the financial statements or related disclosures. Since tax matters are subject to some degree ofuncertainty, there can be no assurance the S Corporation's tax returns will not be challenged by the taxing authorities and that the S Corporation or its shareholders will not be subject to additional tax, penalties, and interest as a result of such challenge. Generally, the S Corporation's tax returns remain open for three years for federal income tax examination. Revenue Recoenition The S Corporation recognizes income when its funding has actually been received by the bank. Since funding is based on performance, management anticipates no significant losses under these arrangements and accordingly no provision has been made for future losses on contracts outstanding not yet funded by the bank. NOTE B - SUBSEQUENT EVENTS Management has evaluated subsequent events through December 31, 2017, the date which the financial statements were available to be issued 123 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 Combined Statement of Income Combined Statement of Retained Earnings Combined Statement of Cash Flows Notes to Financial Statements 1-2 6-12 124 Hinkle, Richter & Rhine, LLP CERTIFIED PUBLIC ACCOUNTANTS MEMBER: AMERICAN INSTITUTE OF CERTIFIED PUBLIC ACCOUNTANTS FLORIDA INSTITUTE OF CERTIFIED PUBLIC ACCOUNTANTS 2600 N.H. 14" STREET CAUSEWAY 777 E ATLANTIC AVENUE, SUITE 22G POMPANO BEACH, FLORIDA 33062 8224 DELRAY BEACH, FLORIDA 33483 954-9412312- FAX 954.941.0777 5613142201- FAX 561314.2204 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 LLC, which comprise the combined balance sheets as of December 31, 2016 and 2015, and the related combined statements of income, retained earnings, and cash flows 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 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 conformity with accounting principles generally accepted in the United States of America. Hinkle, Richter & Rhine, LLP Delray Beach, Florida April 4, 2017 125 Craig A. Smith & Associates, Inc. and MPS3D, LLC Combined Balance Sheets Assets Total Assets $ 1,956,442 $ 1,863,681 See accompanying notes to combined financial statements and accountant's review report 126 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 126 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- 127 Craig A. Smith & Associates, Inc. and MPS3D, LLC Combined Statements of Income General and Administrative Expenses Fringe Benefits December 31, December 31, Rent 2016 2015 Revenue $ 6,124,986 $ 6,809,396 Total Revenue 6,124,986 6,809,396 Cost of Revenue: 70,632 64,186 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 I nteresl 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 0 128 Craig A. Smith & Associates, Inc. and MPS3D, LLC Combined Statement of Retained Earnings and Members' Deficit Retained Earnings and Members' Deficit Beginning December 31, December 31, 2016 2015 $ 1,166,637 $ 302,671 Plus: Net Income 633,425 1,013,966 Shareholder Distribution Retained Earnings and Members' Deficit Ending (450,000) (150,000) $ 1,350,062 $ 1,166,637 See accompanying notes to combined financial statements and accountant's review report -4- W-el Craig A. Smith 8 Associates, Inc. and MPS3D, LLC Combined Statement of Cash Flows December 31, December 31, Cash Flows From Ooeratina 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 liablitiies: 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 Investlno 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- 130 Craig A. Smith & Associate, Inc. and MPS3D, 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 $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. -6- 131 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. 132 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. -8- 133 Craig A. Smith & Associate, Inc. and MPS3D, 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. 2016 2015 Current $ 480,957 $ 443,301 31 - 60 Days 507,513 399,228 61 - 90 Days 179,064 321,402 91 Days and over 107,792 146,410 Total Accounts Receivable $1,275,326 $1,310,341 Allowance for Doubtful Accounts Less: Accumulated Depreciation (575,155) Net Accounts Receivable $1,275,326 $1,310,341 NOTE 3 - PROPERTY, PLANT AND EQUIPMENT 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 37,177 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- 134 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- 135 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 parry 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 57t' Avenue, Miami, Florida. The annual rent is $9,450 plus 7% sales tax. The lease terminates on February 28, 2017. 11- 136 Craig A. Smith & Associate, Inc. and MPS3D, 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- 137 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 11191 138 Hinkle, Richter & Rhine, LLP CERTIFIED PUBLIC ACCOUNTANTS MEMBER: AMERICAN INSTITUTE OF PUBLIC ACCOUNTANTS FLORIDA INSTITUTE OF CERTIFIED PUBLIC ACCOUNTANTS 2600 N.E. 14T' STREET CAUSEWAY 777 E. ATLANTIC AVENUE, SUITE 226 POMPANO BEACH, FLORIDA 33062-8224 DELRAY BEACH, FLORIDA 33483 954-941-2312 -FAX 954941-0777 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 139 Craig A. Smith & Associates, Inc. and MPS3D, LLC Combined Balance Sheets Assets December 31, December 31, 2015 2014 Current Assets: Cash $ 70,960 $ 52,645 Accounts Receivable 1,310,341 923,957 Costs and Estimated Earnings in Excess of Billings on Uncompleted Contracts 62,281 70,149 Note Receivable -current portion - 14,783 13,940 Other Assets and Receivables 2,135 2,048 Prepaid Expenses 104,120 21,323 Total Current Assets 1,564,620 1,083,962 Property, Plant and Equipment, net of accumulated depreciation of $772,145 and $844,048 220,994 172,685 Other Assets: Technology License - net of accumulated amortization of $60,000 and $54,000 - - Note Receivable -long term portion 54,647 69,430 Other Assets 23,420 23,533 78,067 92,963 Total Assets $ 1,863,681 $ 1,349,610 See accompanying notes to combined financial statements and accountant's review report 140 Craig A. Smith & Associates, Inc. and MPS3D, LLC Combined Balance Sheets Liabilities and Stockholders' Equiri 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 555,901 905,067 Long Term Liabilities: Note Payable Bank -long term 54,060 103,135 Lease Obligation Payable -long term 56,319 58,616 Deferred Rent -long tern 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 2- 141 Craig A. Smith & Associates, Inc. and MPS3D, LLC Combined Statements of Income General and Administrative Expenses Fringe Benefits December 31, December 31, Rent 2015 2014 Revenue $ 6,809,396 $ 5,432,972 Cost of Revenue 115,054 109,971 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 64,166 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 I 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- 142 Craig A. Smith & Associates, Inc. and MPS3D, LLC Combined Statement of Retained Earnings December 31, 2015 Retained Earnings (Accumulated Deficit)- Beginning $ 302,671 Add: Net Income 1,013,966 Shareholder Distribution (150,000) Retained Earnings -Ending $ 1,166,637 December 31, 2014 $ (51,303) 353,974 $ 302,671 See accompanying notes to combined financial statements and accountant's review report -4- 143 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 WMI 144 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 to 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) (66,267) Net cash used in investing activities (34,280) (46,595) 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 $ 62,645 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 WMI 144 Craig A. Smith & Associate, Inc. and MPS3D, 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 MPS31) (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- 145 Craig A. Smith & Associate, Inc. and MPS3D, 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- 146 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 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- 147 Craig A. Smith & Associate, Inc. and MPS3D, 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. 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 2015 2014 Current $443,301 $382,082 31 -60 Days 399,228 249,588 61 - 90 Days 321,402 95,123 91 Days and over 146,410 197,164 Total Accounts Receivable 1,310,341 923,957 Allowance for Doubtful Accounts - - Net Accounts Receivable $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 (772145) (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. -9- 148 Craig A. Smith & Associate, Inc. and NIPS3% LLC Nates 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- 149 Craig A. Smith & Associate, Inc. and MPS3D, LLC Notes to Financial Statements NOTE 6 — 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- 150 Craig A. Smith & Associate, Inc. and NIPSM, 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- 151 Craig A. Smith & Associate, Inc. and NIPS311), 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. 13- 152 SUNNY SSL 6f ;n u 'x r � x y� .9 FLO OF s U N P a SECTION F - FIRM REFERENCES AND SIMILAR WORK COMPLETED 153 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination SIMILAR PROJECT EXPERIENCE STORMWATER PUMP STATION MPROVEMENT PROJECTS • City of Miami Beach - Palm & Hibiscus Islands Infrastructure Improvements Project, City of Miami Beach, Florida Status: Completed 2015 Prime Consultant: Wade Trim Associates, Inc./Stantec, Inc. Subconsultant: CAS Key CAS Staff: Stephen C. Smith, William H. Landis, Orlando A. Rubio, Tony Gomes Scope of Work: Drainage, roadway and stormwater pump station design, preparation of construction plans for design -build team, permitting, coordination with team members, construction observation through project closeout for infrastructure improvements consisting of water main upgrades, utility relocation, new drainage systems with three (3) stormwater pump stations (two 60 HP pumps per emergency generator with ATS) along with Hydrodynamic Separators (Downstream Defenders) for water quality treatment and Tideflex Checkmate Valves for tidal backflow prevention purposes, landscaping and roadway reconstruction to address sea level rise. This project was completed on time and within budget. Design Cost: $194,000 Construction Cost Estimate: $7,000,000 Actual Construction Cost: $8,000,000 • Town of Golden Beach - Stormwater Improvements Phase III & IV, Golden Beach, Florida Status: Completed 2011 Prime Consultant: CAS Key CAS Staff: Stephen C. Smith, William H. Landis, Orlando A. Rubio, Robert D. Keener, Tony Gomes, William Tanto Scope of Work: Survey, utility locates, design consistent with Stormwater Master Plan, permitting, cost estimating, construction management and observation, survey for record drawings, testing, startup and certifications through project close-out for the construction of a stormwater submersible master pump station (two 28 HP pumps per emergency generator with ATS), 14,500 linear feet of drainage pipe and pressure main (16°-72° diameter), 205 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 154 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination drainage structures and 7 outfalls to provide drainage with Hydrodynamic Separators (Downstream Defenders) for water quality treatment and a Tideflex Checkmate Valves for tidal backflow prevention purposes. This project was completed on time and within budget. Design Cost (Including Construction Management): $1,263,240 Construction Cost Estimate: $7,000,000 Actual Construction Cost: $7,667,276 City of Sweetwater Stormwater and Pump Station Improvements - Phase IV Status: Completed 2013 Prime Consultant: CAS Key CAS Staff: Stephen C. Smith, Orlando A. Rubio, James F. Driscoll, Robert D. Keener, Tony Gomes Scope of Work: 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 for the installation 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 two (2) triplex stormwater pump stations (each pump rated at 28 HP). (The project was inspected and certified by the City Engineer's office.) Design Cost (Including Construction Management): $615,685 Construction Cost Estimate: $4,250,000 Actual Construction Cost: $4,090,000 City of Sweetwater Stormwater and Pump Station Improvements (Phase 21B North & South) Status: Completed 2013 Prime Consultant: CAS Key CAS Staff: Stephen C. Smith, William H. Landis, Orlando A. Rubio, Robert D. Keener, Tony Gomes, William Tanto Scope of Work: Survey, utility locates, FEMA grant applications, planning, design, cost estimates, preparation of construction plans and contract documents, permitting, bidding, construction management and full-time resident construction observation services, survey as- builts and certification through project closeout. 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 0 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 included 100 drainage structures with Hydrodynamic Separators (Downstream Defenders) for water quality treatment, 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. The funded portion of the project was completed on time and within budget. Design Cost (Including Construction Management): $332,150.00 Construction Cost Estimate: $4,043,110.00 Actual Construction Cost: $1,620,450 (only portion of project is completed to -date due to limited funding). Town of Pembroke Park - FDOT 1-95 Stormwater Pump Station, Pembroke Park, Florida Status: Completed 2002 Prime Consultant: CAS Key CAS Staff: Stephen C. Smith, William H. Landis, Robert D. Keener, Tony Gomes 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • 1-63110 155 @��A Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination Scope of Work: Survey, utility locates, preparation of design plans, cost estimates, permitting, bidding, construction management and construction observation, survey as-builts and certification through project closeout for the construction of a 84 -inch drainage pipe, micro - tunneling, stormwater pump station with four (4) pumps (200 HP motors) each capable of 40 CFS, a ditch along the Tri -Rail corridor construction and dredging at the C-10 canal. This project was on a fast track from preliminary design to construction; completion took only 25 months. This project was completed on time and within budget. Design Cost (Including Construction Management): $666,589 Construction Cost Estimate: $11,000,000 Actual Construction Cost: $10,976,931 Town of Pembroke Park - Park Road & SW 25th Street Stormwater Pump Station, Pembroke Park, Florida Status: Completed 2002 Prime Consultant: CAS Key CAS Staff: Stephen C. Smith, William H. Landis, Tony Gomes Scope of Work: Planning, design, permitting, bidding and construction management and construction observation services as well as grants assistance for the construction of a 5 CFS stormwater pump station including catch basins, junction boxes, pump valve box and associated stormwater force main. Design Cost (including Construction Management): $38,000 Construction Cost Estimate: $180,000 Actual Construction Cost: $188,300 City of Moore Haven Stormwater System Improvements, Moore Haven, Florida Status: Completed 2015 Prime Consultant: CAS Key CAS Staff: Gene R. Schriner, Orlando A. Rubio, Robert D. Keener, James F. Driscoll, William Tanto Scope of Work: Planning, survey, utility locates, design, permitting bidding assistance and construction management and inspection services for The Ranch Lakes Estates Improvements Project for the City of Moore Haven which consisted of the construction of a gravity stormwater drainage system along with two (2) master stormwater pump stations including force mains and canal dredging. Construction included the installation of 7,103 linear feet of HDPE drainage pipe ranging in diameter from 15 -inch to 48 -inch, 1,044 linear feet of force main, 76 drainage structures and two duplex stormwater pump stations. This project was completed on time and within budget. Design Cost (including Construction Management): $271,175 Construction Cost Estimate: $2,000,000 Actual Construction Cost: $2,031,000 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 156 @�g Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination STORMWATER/DRAINAGE SYSTEM & ROADWAY IMPROVEMENT PROJECTS CAS has extensive engineering design and permitting experience in stormwater/drainage systems. Below are additional on-going or recently successfully completed stormwater/drainage system improvement projects and associated roadway improvements. • City of Sunny Isles -174th Street Stormwater & Pavement Improvements, Sunny Isles Beach, Florida Status: Completed 2017 Prime Consultant: CAS Key CAS Staff: Stephen C. Smith, Orlando A. Rubio, Robert D. Keener, Tony Gomes Scope of Work: Survey, utility locates, design, stormwater modeling, cost estimating, contract document development and permitting for road and drainage improvements along 174th Street which included reconstruction of existing roadway and drainage with a Hydrodynamic Separator (Downstream Defender) for water quality treatment and a Tideflex Checkmate Valve for tidal backflow prevention purposes, bike lanes, curbing, landscaping, parallel parking and traffic calming. The project achieved improved drainage and road pavement, reduction in traffic speed, enhanced pedestrian safety and street aesthetics. This project was completed on time and within budget. Design Cost: $212,180 Construction Cost Estimate: $3,425,000 Actual Construction Cost: $3,682,392 City of Pompano Beach - SW 2nd Street Drainage Improvements, City of Pompano Beach, Florida Status: On-going (Design Phase) Prime Consultant: CAS Key CAS Staff: Gene R. Schriner, Stephen C. Smith, James R. Orth, Frank Vilar, Robert D. Keener, Tony Gomes Scope of Work: Engineering services for proposed drainage along SW 2nd Street between Dixie Highway and Cypress Road, SW 1st Avenue between SW 2nd Street and Atlantic Blvd, SW 1st Terrace and SW 1st Court between SW 2nd Street and S. Cypress Road. CAS met with City of Pompano Beach to discuss City concerns with flooding at the described project limits and also potential solutions CAS will provide recommendations to alleviate flooding concerns. It is anticipated the proposed drainage improvements could include a combination of new Swale systems and new exfiltration trenches where feasible. The project scope is limited to 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 157 @�A Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination implementation of new stormwater management systems and does not include major roadway re -grading or full reconstruction. CAS will also investigate the possibilities of providing an offsite discharge connection as part of this proposal but the scope of work in this proposal will be limited to improvements on SW 2nd street as described. CAS services include surveying, utility locates services, engineering design, permitting, bidding and negotiating services, construction management services and final certifications through project closeout. Protect Challenges & Approach: The project's existing site conditions include low site grade elevations, lack of available land space and low soil permeability rates making it challenging to implement new stormwater management design elements such as swales, retention areas and exfiltration trench. Additional challenges included congested corridors with various existing utilities that made it difficult to accommodate proposed exfiltration trenches within the road right of ways. The project design approach included maximizing offsite discharge rates to maximum allowable rates using two existing outfalls, creating new Swale areas where possible and implementing two water quality control vortex separator devices. The proposed water quality devices provided the full water quality treatment volume required for the project area, greatly exceeding the existing water quality treatment being provided. The design also included improving stormwater conveyance by expanding the current drainage system to encompass the entire drainage areas through new interconnected catch basins and increasing stormwater pipe sizes to both outfalls. Design Cost: $143,833 Construction Cost Estimate: TBD Town of Pembroke Park - SW 25th Street Stormwater Improvements, Pembroke Park, Florida Status: On-going (Design Phase) Prime Consultant: CAS Key CAS Staff: Stephen C. Smith, James R. Orth, Frank Vilar, Robert D. Keener, Tony Gomes, William Tanto Scope of Work: Multi -phase stormwater improvement project totaling 14.34 acres. Project scope was survey, hydraulic modeling, design, construction contract development and bidding services for Phase I and II which was a 2.44 acre drainage sub basin area. The purpose of the project was to alleviate flooding in the Town of Pembroke Park by improving hydraulic conveyance throughout the existing stormwater drainage system serving the 14.34 acre study area. A hydraulic analysis to determine the acceptable level of service to the Town was performed by the development of an ICPR model for the project area. In order to develop the ICPR model, a comprehensive review of existing survey and utility information, available record drawings, aerial photography and field investigations were performed. After the model was completed, proposed recommendations were made for upsizing the existing stormwater drainage pipes by analyzing the ICPR results for reduction in peak stages and flood duration times in the pre and post conditions. Existing discharge pipes were upsized from 24" to new 54" diameter drainage pipes. Design Cost: $50,305 Construction Cost Estimate: $300,000 Actual Construction Cost: TBD • City of Belle Glade - SW 3rd Street Drainage Improvements, Belle Glade, Florida Status: On-going (Design Phase) Prime Consultant: CAS Key CAS Staff: James R. Orth, Keith Schriner, William Tanto 21.045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 158 @�g Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination Scope of Work: The project consists of removal and replacement of existing failing catch basins and CMP drainage pipes on approximately 350 linear feet of roadway in the downtown Belle Glade area. Design Cost (including Construction Oversight): $57,800 Construction Cost Estimate: $286,421 Actual Construction Cost: TBD City of Moore Haven - Avenue R Stormwater Improvements, Moore Haven, Florida Status: Completed 2018 Prime Consultant: CAS Key CAS Staff: Gene R. Schriner, James R. Orth, Orlando A. Rubio, Robert D. Keener, James F. Driscoll Scope of Work: Survey, utility locates, design, preparation of construction plans and contract document development, permitting, bidding, construction management, construction observation through project closeout/start-up services for the installation of 1,200 linear feet of plastic Swale liner (1/4 section of 12 -inch ID smooth inner wall perforated black P.E. pipe), 350 linear feet of PVC culverts, ten (10) concrete headwalls, one (1) drainage structure, 4,000 square yards of SOD and the regarding of 4,000 square yards of Swale. The project also involved the relocation of existing utilities. This project was 100% grant funded and completed on time and within budget. Design Cost (including Construction Management): $94,290 Construction Cost Estimate: $340,000 Actual Construction Cost: $393,304 Spring Lake Improvement District Stormwater Treatment Area Project, Sebring, Florida Status: Completed 2017 Prime Consultant: CAS Key CAS Staff: Gene R. Schriner, James R. Orth, Orlando A. Rubio, Robert D. Keener Scope of Work: Survey, design, stormwater modeling, cost estimating, contract document development and permitting for the construction of a 70 acre stormwater treatment area (STA) to provide additional water quality treatment benefits prior to discharging into Arbuckle Creek and provide added storage during rain events thus reducing flooding. Secured grants for this project were as follow: State Appropriation $416,000 and two 319 FDEP grants $1,250,000. The project was completed on time and within budget. Design Cost: $462,560 Construction Cost Estimate: $3,300,000 Actual Construction Cost: $3,304,579 Glades County - Kirby Thompson Roadway & Drainage Improvements, Moore Haven, Florida Status: Completed 2016 Prime Consultant: CAS Key CAS Staff: Gene R. Schriner, Robert D. Keener Scope of Work: Survey, design, contract document development, permitting, bidding, construction management and observation through project close-out for roadway resurfacing, drainage and striping for approximately four (4) miles along Kirby Thompson Road from the Hendry County line to County Road 720. CAS utilized a new state-of-the-art design saving money and time through the use of "Full Depth Reclamation", a process which is cost effective, providing a stronger pavement with a longer life. Design Cost (including Construction Management): $195,610 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 159 @�A Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination Construction Cost Estimate- $1,500,000 Actual Construction Cost: $1,679,114 • Town of Pembroke Park - SW 31st Avenue Stormwater Improvements, Pembroke Park, Florida Status: Completed 2016 Prime Consultant: CAS Key CAS Staff: Stephen C. Smith, Frank Vilar, Robert D. Keener, Tony Gomes, William Tanto Scope of Work: Survey and design of a stormwater management system to serve an existing 1.2 acre commercial/residential flood prone area in the Town of Pembroke Park. Proposed improvements included 2,050 linear feet of roadway improvements by re -grading the existing roadway from a crowned road to an inverted crown section and included addition of approximately 1,800 linear feet of exfiltration trench. Additional project related responsibilities included pavement marking & signage, permitting, cost estimating and preparation of the construction contract documents and bidding services. Construction services were also provided and included shop drawing reviews, review and approval of pay requests, general construction management, field inspections to review Contractor installation of proposed work and final certification to all regulatory agencies through project close-out. This project was completed on time and within budget. Desla:n Cost: $56,000 Construction Cost Estimate: $833,000 Actual Construction Cost. $565,000 • City of Belle Glade -NW Avenue H Roadway and Drainage Improvements, Belle Glade, Florida Status: Completed 2015 Prime Consultant: CAS Key CAS Staff: Gene R. Schriner, Robert D. Keener Scope of Work: The project consisted of survey, design and contract document development for a half -mile of roadway reconstruction pavement resurfacing, drainage pipe upgrades, swale restoration, striping and signage. Professional services included survey, engineering design and development of construction plans, cost estimates, preparation of bid schedule and bidding assistance. Design Cost: $48,725 • City of Belle Glade -SE Avenue K Roadway and Drainage Improvements, Belle Glade, Florida Status: Completed 2015 Prime Consultant: CAS Key CAS Staff: Gene R. Schriner, Robert D. Keener Scope of Work: The project consisted of survey, design and contract document development for a quarter -mile of roadway reconstruction pavement resurfacing, drainage pipe upgrades, Swale restoration, striping and signage. Professional services included survey, engineering design and development of construction plans, cost estimates, preparation of bid schedule and bidding assistance. Design Cost: $37,340 • City of Okeechobee Southwest Area Drainage Improvements, Okeechobee, Florida Status: Completed 2013 Prime Consultant: CAS 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 160 @ZA Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination Key CAS Staff: Gene R. Schriner, Orlando A. Rubio, Robert D. Keener, James F. Driscoll, William Tanto Scope of Work: Planning, survey utility locates, design, permitting, bidding assistance The Southwest Drainage Project for Okeechobee County is a HMGP/FEMA project that includes stormwater improvements within three (3) rights-of-way in Okeechobee County and benefited a 170 -acre urbanized area of the County including improved access to a hurricane shelter. The stormwater improvements included the installation of stormwater gravity collection systems with a Hydrodynamic Separator (Downstream Defender) for water quality treatment and a Tideflex Checkmate Valve for backflow prevention purposes incorporated into the project design. This project supported and augmented the protection of the Northern Everglades Ecosystem, the Lake Okeechobee Protection Act, and accomplished objectives of the South Florida Water Management District. This project was 100% grant funded and completed on time and within budget. Design Cost (including Construction Management): $348,870 Construction Cost Estimate: $1,450,000 Actual Construction Cost. $1,392,670 • Town of Pembroke Park - SW 52nd Avenue (North) Roadway & Drainage Improvements, Pembroke Park, Florida Status: Completed 2010 Prime Consultant: CAS Key CAS Staff: Stephen C. Smith, Robert D. Keener, James F. Driscoll, Tony Gomes Scope of Work: Survey, utility locates, design, permitting, cost estimating, contract document development, bidding assistance, construction management and observation, survey for record drawings, testing, startup and certifications through project closeout for the construction of approximately 2,400 linear feet of new roadway, 2,200 linear feet of 36" HDPE drainage pipe, exfiltration trenches and 14 inlets. This project was 100% grant funded and was completed on time and within budget. Design Cost: $206,594 Construction Cost Estimate: $1,600,000 Construction Cost: $1,424,200 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 161 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination REFERENCES TOWN OF GOLDEN BEACH 1 Golden Beach Drive Golden Beach, Florida 33160 Contact: Alexander Diaz, Town Manager Telephone: (305) 932-0744 E-mail: alexdiaz@townofeoldenbeach.us Status of Contract: Active Contract No.: Professional Services Date Executed: 10/17/2000 Work Performed: CAS is the Consulting Engineers for the Town of Golden Beach and have worked with them since October 17, 2000. This is a multi-year professional engineering services contract on a work order basis. CAS has provided engineering services for the Town's water distribution system rehabilitation and stormwater improvements. Projects Completed: Town Water Distribution Improvements consisted of the installation of approximately 1,215 linear feet of 12 -inch water main, 13,850 linear feet of 8 -inch water main and 1,050 linear feet of 6 -inch water main, 37 fire hydrant assemblies, and the transfer of 370 new water meters for a complete retrofit of the Town's water main infrastructure. This project was funded through FDEP's State Revolving Fund Program. Total design cost including construction management for the project was $317,441. Total construction cost was $2,200,000. The project began in May 2009 and was completed in November 2011 without liquidated damages. The project began in May 2009 and was completed in November 2011 without liquidated damages. Key personnel included: Stephen C. Smith, P.E., Robert D. Keener, P.S.M., James Driscoll, Al Caruso, E.I. and Tony Gomes. Town Stormwater Improvements Phases 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. Design costs for the project were $1,263,240. Total construction costs were $7,667,276. The project duration was three years and was completed in March 2011 without liquidated damages. Key personnel included: Stephen C. Smith, P.E., Orlando A. Rubio, P.E., William H. Landis, P.E., Al Caruso, E.I., Robert D. Keener, P.S.M., James Driscoll, Tony Gomes and William Tanto. 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 IBM @ZA Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination CITY OF SWEETWATER 500 SW 109th Avenue Sweetwater, Florida 33174 Contact: Eric Gomez, City Engineer Telephone: (305) 553-5457 E-mail: egomez.egsc@att.net Status of Contract: Active Contract No.: Res. #3480 Date Executed: 05/13/2010 Work Performed: CAS is the Consulting Engineer for the City of Sweetwater and has worked with them since December 4, 2000. CAS has provided engineering for services for city-wide stormwater/drainage improvements to alleviate historic flooding within the City. Projects Completed: Projects that CAS has completed for the City of Sweetwater in the past included Phase I & III Stormwater Improvements within a 225 acre area which 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 force main ranging in size from 24 -inch to 48 -inch, four (4) duplex pump stations, roadway restoration and the complete reconstruction of 2,500 linear feet of NW 112th Avenue. Scope of services included survey, utility locates, FEMA grant applications, planning, design, cost estimates, preparation of construction plans and contract documents, permitting, bidding, construction management and full-time resident construction observation services, survey as-builts and certification through project closeout. The project began in February 2000 and was completed In December 2004 within the accepted schedules and no liquidated damages. Design Cost (including Construction Management): $1,483,440. Construction Cost: $7,058,530. Key personnel included: Stephen C. Smith, P.E., Robert D. Keener, P.S.M., Orlando A. Rubio, P.E., Al Caruso, E.I., James Driscoll and Tony Gomes. Phase IV Stormwater Improvements within a 138 -acre residential area 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 two (2) triplex pumping stations (28 HP). Scope of services included 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 $4.09M project began In May 2011 and was completed in August 2013 with no liquidated damages. The project received substantial HMGP funding from FEMA with CAS' grant writing assistance. Key personnel included: Stephen C. Smith, P.E., Robert D. Keener, P.S.M., Orlando A. Rubio, P.E., Al Caruso, E.I., James Driscoll and Tony Gomes. 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 163 @�A Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination REFERENCE CITY OF BELLE GLADE 110 SW Avenue E Belle Glade, Florida 33430 Contact: Lomax Harrelle, City Manager Telephone: (561) 992-1601 E-mail: lharrelle@belleglade-fi.com Status of Contract: Active Contract No.: RFQ 3-13 Date Executed: 10/21/2013 Work performed: CAS is the Consulting Engineers for the City of Belle Glade and have worked with them since October 21, 2013. CAS has worked with the City to provide roadway and drainage improvements. Past projects include the survey, utility locates and design of road and drainage improvements throughout the City. This is a multi-year professional engineering services contract on a work order basis. Projects Completed: SE Avenue K Roadway and Drainage Improvements consisted of survey, design and contract document development, project cost estimating and bidding assistance for a quarter -mile of roadway reconstruction pavement resurfacing, drainage pipe upgrades, Swale restoration, striping and signage. The project began in August 2014 and was completed in January 2015. Design Cost: $37,340. Project design was completed on schedule. Key personnel included: Gene R. Schriner, P.E., Frank Vilar, P.E., and Robert D. Keener, P.S.M. NW Avenue H Roadway and Drainage Improvements consisted of survey, design and contract document development, project cost estimating and bidding assistance for a half -mile of roadway reconstruction pavement resurfacing, drainage pipe upgrades, Swale restoration, striping and signage. The project began in February 2015 and was completed in July 2015. Design Cost: $48,725. Project design was completed on schedule. Key personnel included: Gene R. Schriner, P.E., Frank Vilar, P.E., and Robert D. Keener, P.S.M. Road Resurfacing and Safety Upgrades included the design, permitting and preparation of bid documents for approximately 10,800 linear feet of roadway improvements which included milling and resurfacing, pavement reconstruction, pavement overlays, sidewalk installation, guardrail improvements and pavement marking and signage improvements. The project was funded by the FDOT Small County Outreach Program (SCOP) for road improvements at 6 different locations in City of Belle Glade. The project was completed in 2016. Design Cost: $206,954. Project design was completed on schedule. Key personnel included: Gene R. Schriner, P.E., James Orth, P.E., Keith Schriner, P.E. and William Tanto. 21045 Commercial Trail, Boca Raton, FL 33456 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 164 @�g Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination REFERENCE CITY OF MOORE HAVEN/ CITY -COUNTY PUBLIC WORKS AUTHORITY (CCPWA) 299 Riverside Drive SW Moore Haven, Florida 33471 Contact (Primary): Bret Whidden, Mayor Telephone: (863) 946-0711 E-mail: bwhidden@gladesec.com Status of Contract: Active (since August 8, 2008) Contract No.: 08-1479 Date Executed: 08/08/2008 Work Performed: CAS is the Consulting Engineers for the City of Moore Haven and have worked with them since 1995. Projects that CAS has completed for the City in the past include water and wastewater treatment plant expansion, stormwater improvements including construction of two (2) master stormwater pump stations assisting in obtaining HMGP, FDEP and SFWMD grants and special appropriations to fund projects, and construction management on utility projects. Ninety percent (90%) of utility projects completed over the last 20 years have been granted funded with CAS' assistance. CAS continues to provide overall Engineering Services to the City. Projects Completed: Avenue L, M, N & 41h Wastewater Collection System Improvements consisted of construction of sanitary sewer improvements along Avenue L, M, N and 41h Street which included the installation of a duplex submersible wastewater lift station, 350 linear feet of 6" force main and 6,344 linear feet of 8"/10" gravity sewer line including seventeen (17) manholes. The project was completed on schedule and within budget. Key personnel included: Gene R. Schriner, P.E., Robert D. Keener, P.S.M., William Tanto. Ranch Lakes Stormwater Improvements consisted of the installation of 7,103 linear feet of HDPE drainage pipe ranging in diameter from 15" to 48", 1,044 linear feet of force main, 76 drainage structures and two (2) duplex stormwater pump stations. Design cost (including Construction Management): $271,175. Construction Cost: $2,031,000. The project was completed on schedule and within budget. Key personnel included: Gene R. Schriner, P.E., Robert D. Keener, P.S.M., Orlando A. Rubio, P.E., and William Tanto. Avenue R Wastewater Collection/Conveyance System Improvements consisted of the installation of 1,200 linear feet of 8 -inch FM replacement, one (1) 180 -linear foot directional drill, seven (7) sanitary sewer manhole structures, 2,800 linear feet of gravity sewer, thirty-two (32) service laterals, fifty-two (52) clean -outs for residential hook-ups, roadway reconstruction. This project is a continuation of an existing system and part of a gravity sewer collection master plan which addresses infrastructure needs within the southeastern residential area of the City. Design Cost (including Construction Management): $47,280. Construction Cost: $426,787. The project was completed on schedule and within budget. Key personnel included: Gene R. Schriner, P.E., Robert D. Keener, P.S.M., and Keith Schriner. 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 165 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering • 31) Subsurface Imaging • Utility Coordination CITY OF SWEETWATER STORMWATER & PUMP STATION IMPROVEMENTS PHASE IV Project Description: 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). Design fees for the project were $403,151. The $4.09M project began in May 2011 and was completed in August 2013 with no liquidated damages. Responsibilities: 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. Key Personnel: Stephen C. Smith, P.E. - Senior Vice President; Robert D. Keener, P.S.M. - Vice President of Survey; Orlando A. Rubio, P.E. - Senior Supervising Engineer; Al Caruso, E.I. - Project Manager; James Driscoll - Director of SUE; Tony Gomes - Senior Field Representative 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 166 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 2019. 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 anticipated to be completed in the first quarter of 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 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 167 U CJ Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering • 3D Subsurface Imaging • Utility Coordination CITY OF MOORE HAVEN STORMWATER SYSTEM IMPROVEMENTS Responsibilities: Project Description: The City of Moore Haven Stormwater System Improvements project consists of the construction of a gravity stormwater drainage system along with two master stormwater pump stations including force mains and canal dredging for the Ranch Lakes Estates community. Construction included the installation of 7,103 linear feet of HDPE drainage pipe ranging in diameter from 15 -inch to 48 -inch, 1,044 linear feet of force main, 76 drainage structures and two duplex stormwater pump stations. The total design costs for the project was $271,175 with construction costs totaling $2,031,000. The project began in February 2012 and was completed in 2015 with no liquidated damages. Planning, survey, utility locates, design, permitting, bidding assistance and construction management and inspection services. Key Personnel: Gene R. Schriner, P.E. - President; Robert Keener, P.S.M. - Vice President: Survey; Orlando A. Rubio, P.E. - Senior Supervising Engineer; James Driscoll - Director of Utility Locates; William Tanto - Senior Field Representative 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 168 SECTION G - CORPORATE STANDING AND AUTHORIZED SIGNATORY 11:01 Detail by Entity Name Flonda Deoanmenl of State `f J1m/�iri i "rl amnia//P•1nA'iriuvb!!'l..iir!e 4Vd71rll� Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Profit Corporation CRAIG A. SMITH & ASSOCIATES, INC. Filina information Document Number 681464 FEI/EIN Number 59-2010476 Date Filed 08/07/1980 State FL Status ACTIVE Last Event CORPORATE MERGER Event Date Filed 09/11/2009 Event Effective Date NONE Principal Address 21045 COMMERCIAL TRAIL BOCA RATON, FL 33486 Changed: 11/07/2018 Mailina Address PO BOX 810841 BOCA RATON, FL 33481 Changed: 11/07/2018 Registered Agent 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 CORPOR/TIONS http://search.sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 12/4/2018 170 Detail by Entity Name Title PD SCHRINER, GENE R 1975 SOUTH CLUB DRIVE WELLINGTON, FL 33414 Title S MAXFIELD, YELYZAVETA P 525 BE 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 REPORTI View image in PDF format I 03/1012017 --ANNUAL REPORTI View image in PDF format 04/2212016—ANNUAL REPORT View image In PDF f0min 02/19/2015—ANNUAL REPORTI 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 formal 02/02/2011 --ANNUAL REPORT View image in PDF fortnet 01/0412011 —ANNUAL REPORT View image in PDF formal 07/13/2010 —ANNUAL REPORT View image in PDF formal 09/11/2009 — Meme r 03/04/2009 — ANNUAL REPORTI View image in PDF fortnef View image in PDF format 01/0712008 ANNUAL REPORTI View image in PDF format 0110512007 ANNUAL REPORTI View image in PDF format 03/22/2006 --ANNUAL REPORT View image in PDF format 01/26/2005 --ANNUAL REPORTI View image in PDF format 0312212004 -- ANNUAL REPORT View image in PDF format 01/0712003 --ANNUAL REPORT View image in PDF format 04/0912002 —ANNUAL REPORT View image in PDF format 05/30/2001 — Name Change I View image in PDF format 02/1912001 —ANNUAL REPORT View image in PDF format 04/17/2000 —ANNUAL REPORT View image in PDF formal 03/06/1999 -- ANNUAL REPORT View image in PDF format Page 2 of 3 http://search.sunbiz.org/lnquiry/CorporationSearch/SearchResultDetail?inquirjtype=Entity... 12/4/2018 171 Detail by Entity Name Page 3 of 3 05/04/1998 —ANNUAL REPORT View image in PDF formal 07/29/1997—ANNUAL REPORT View image in PDF formal 05101/1996—ANNUAL REPORT View Image in PDF formal rio.�m oea�nme�� or sore, o���:�o� or co.�<.auo�: http://search.sunbiz.org/lnquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 12/4/2018 172 2018 FLORIDA PROFIT CORPORATION ANNUAL REPORT DOCUMENT# 681464 Entity Name: CRAIG A. SMITH & ASSOCIATES, INC. Current Principal Place of Business: 7777 GLADES RD, STE 410 BOCA RATON, FL 33434 Current Mailing Address: PO BOX 880128 BOCA RATON, FL 33488 FEI Number: 59-2010476 Name and Address of Current Registered Agent: SMITH, STEPHEN C. 7777 GLADES ROAD STE 410 BOCA RATON, FL 33434 US FILED Mar 27, 2018 Secretary of State CC7033094519 Certificate of Status Desired: Yes The above named entity submits this statement for the purpose of changing its registered orrice or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Officer/Director Detail Title VD Name SMITH, STEPHEN C Address 9980 MAJORCA PL City -State -Zip: BOCA RATON FL Tide S Name MAXFIELD, YELYZAVETA P Address 525 SE 10 TH AVENUE City -State -Zip: DEERFIELD BEACH FL 33441 Tide PD Name SCHRINER, GENE R Address 1975 SOUTH CLUB DRIVE City -State -Zip: WELLINGTON FL 33414 Title V Name KEENER, ROBERT Address 950 SE ATLANTIS AVENUE City -State -Zip: PORT ST LUCIE FL 34983 I hereby candy Mat the information Indicated on this reportor supplemental report is true and eaurate and that my etecboric signature shall have the same toga/ effect as if made under Dain; that I am an otAwr vamcfor of ere corporation or the receiver or trustee empowered M execute this report as required by Chapter 601, Florida statutes and that my name appears above, or on an attachmant with all other tike empowered. SIGNATURE: YELYZAVETA P.MAXFIELD SECRETARY 03/27/2018 Electronic Signature of Signing Officer/Director Detail Date 173 SUNNY-JSC v VI �_ yF �" FLO?i\ Y P O f S l: ti SECTION H - VARIATIONS/EXCEPTIONS 174 @Z9 Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 31) Subsurface Imaging • Utility Coordination CAS has modified the format of the proposal as shown in the Table of Contents for clarity and in order to include additional pertinent information in response to the RFQ, such as Section D.1 - CAS Design Process Flow Chart (Exhibit A), Section D.2 - Schematic of Sunny Isles Beach Existing Golden Shores Stormwater Pump Station, Section D.3 Location Map (Exhibit C), Section D.4 - SCADA System Data Sheets (Exhibit D), Section E.4 Workload and Availability and Section E.5 - Subconsultant Firm Overviews. 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 175 SJ�yNY IS4F *1 x � A tie 9�* FLpR 5 C/Tr PNO OF SUN SECTION I - LITIGATION STATEMENT 176 @�A Craig A. Smith & Associates, Inc. Engineers • Surveyors • Subsurface Utility Engineering 3D Subsurface Imaging • Utility Coordination Claims against CAS: Mastec North America v. Craig A. Smith & Associates Inc. Date of Loss: 04/02/2018 • Project: City of Hollywood Utility Locating Services • Claimant alleges CAS did not properly mark facilities. • CAS provides utility location services for the City of Hollywood Utilities Department. Plaintiff was performing work within the city and damaged a city outfall pipe. Plaintiff contends CAS is at fault for not marking the facility. However, the plaintiff failed to call in a Sunshine One Call Ticket for the subject location. CAS's position is that it is not at fault due to the fact that a ticket did not exist for the subject location. Suit is pending. Orlanda Macia Claimant • Date of Loss: 10/31/2016 • Project: 174t1 Street, Sunny Isles Beach Construction Observation • Personal Injury • Claimant, while walking in proximity to the construction site, claimed to have debris which was Floating in the air get into their eye causing medical attention. CAS and the contractor were sued, and CAS's insurance company settled for $3,500. Rebecca Watts v. Craig A. Smith & Associates, Inc. • Date of Loss: 08/25/2015 • Project: TECO Power Utility Locates • Personal Injury/Vehicle Accident • CAS utility locator was involved in a vehicle accident with plaintiff. Plaintiff claimed additional injury to existing health issues. Settlement was offered to CAS's insurance carrier which was declined by carrier. Case was ultimately closed at twice the offered settlement of $650,000. 21045 Commercial Trail, Boca Raton, FL 33486 • Ph: 561-314-4445 • www.craigasmith.com • LB3110 177 SECTION J.1 - REQUIRED AND RESPONDANT SUBMITTAL FORMS (SECTION 6) 178 REQUIRED FORMS PRIME FIRM "fir or SUN 1`7' Role Name of Individual Assigned Number of Education, Address of office: Stephen E. Bailey, Principal/PM to Project Years' Degree Electrical Engineering Experience Jay Libo-On, Electrical Engineer Services Principle -in- Stephen C. Smith, P.E. 32 BS - Civil Eng.; 21045 Commercial Trail Charge: BS - Building Boca Raton, FL 33486 Const. Marcus Unterweger, Principal/PM Project James R. Orth, P.E. 29 BS - 21045 Commercial Trail Manager MUEngineers, Inc. Agricultural Boca Raton, FL 33486 3440 NE 12th Ave. Eng. Oakland Park, FL 33334 Asst. Orlando A. Rubio, P.E. 30 BS - Civil Eng. 21045 Commercial Trail Project Boca Raton, FL 33486 Manager Other Key William H. Landis 50 BS - 21045 Commercial Trail Member Mechanical Boca Raton, FL 33486 Eng. Other Key Robert D. Keener, P.S.M. 40 Associates of 21045 Commercial Trail Member Art Boca Raton, FL 33486 Other Key James F. Driscoll 27 Certified Utility 21045 Commercial Trail Member Locator & GPR Boca Raton, FL 33486 Technician SUB -CONSULTANTS Respondent intends to use the following sub -consultant on this project (if none, write "None"): Role Name of Individual Assigned to Project: Role/Description of Work: Experience: Name and address Stephen E. Bailey, Principal/PM 32 years of sub -consultant: Electrical Engineering Bailey Engineering Jay Libo-On, Electrical Engineer Services 18 years Consultants, Inc. 10620 Griffin Rd., Suite 202 Cooper City, FL 33328 Name and address Marcus Unterweger, Principal/PM Structural Engineering 19 years of sub -consultant: Services MUEngineers, Inc. 3440 NE 12th Ave. Oakland Park, FL 33334 City of Sunny Isles Beach I Request for Qualifications No. 18-11-01 179 " Of SUN �". Name and address Gregory J. Stelmack, Principal Geotechnical 8 28 years of sub -consultant: Geotechnical Engineer Material Testing Radise Intemational, LLC 4152 W. Blue Heron Blvd. Tom Mollin, Chief Geotechnical Services 40 years Suite 1114 Engineer Riviera Beach, FL 33404 Name and address Thomas L. Tessier, Senior Hydrogeological 47 years of sub -consultant: Hydrogeologist Services Tessier Consulting, LLC 8528 Wood Lake Rd. Jupiter, FL 33458 Name and address of sub -consultant: Name and address of sub -consultant: Please use additional pages if needed. REFERENCES Name Entity Providing Phone # Reference Email Address Alexander Diaz, Town Manager Town of Golden Beach (305) 932-0744 alexdiaz@townofgoldenbeach.us Eric Gomez, City Engineer City of Sweetwater (305) 553-5457 egomez.egsc@att.net Bret Whidden, Mayor City of Moore Haven (863) 946-0711 bwhidden@moorehaven.net Claudia V. Cubillos, Mayor Village of EI Portal (305) 795-7880 mayorcubillos(dvillageofeloortaLorg City of Sunny Isles Beach I Request for Qualifications No. 18-11-01 180 '4 01 SUN �^ PROJECT VERIFICATION FORM Respondent must have completed the design and permitting of at least two (2) pump station projects in the past ten (10) years. The completed projects meeting this minimum qualification may have been performed by the individual, firm, or project manager assigned to the Work. 1) Name of Client Entity: City of Sweetwater Address: 500 SW 109th Avenue City/State/Zip: Sweetwater. FL 33174 Contact: Eric Gomez Title: City Enoineer Email Address: egomez.egsc(a)att.net Telephone: (305) 553-5457 Scope of Work: Survey, design and construction of Stormwater and Pump Station Improvements - Phase IV. Contract Start/End Dates: May 2011 /August 2013 Consultant Contract Amount: $ 615,685 2) Name of Client Entity: City of Miami Beach Address: 1700 Convention Center Drive City/State/Zip: Miami Beach, FL 33139 Contact: Jeffrey Crews (Stantec Consulting Services, Inc.) Please see following project profile sheet for full description. Title: Protect Manager Email Address: jeffcrews@stanteacom Telephone: (954) 804-2715 Scope of Work: Survey, design and engineering services during construction of Palm & Hibiscus Island Stormwater and Roadway Improvements. Contract Start/End Dates: January 2014 / November 2015 Please see following project profile sheet for full description. Consultant Contract Amount: $ 404.154 3) Name of Client Entity: City of Moore Haven Address: 299 Riverside Drive City/State/Zip: Moore Haven, FL 33471 Contact: _Bret Whidden Title: Mayor Email Address: bwhiddenLd)moorehaven.net Telephone: (863) 946-0711 Scope of Work: Survey, utility locates, design and construction management of Stormwater System Improvements. Please see following Contract Start/End Dates: February 2012 / August 2015 projeca profile sheet for full description. Consultant Contract Amount: $ 271.175 END OF SECTION City of Sunny Isles Beach I Request for Qualifications No. 18-11-1 181 4 or SuN r� DELIVER TO. REQUEST FOR City of Sunny Isles Beach QUALIFICATIONS OPENING• 2:30 P.M. City Clerk SECTION 6 Monday, December 10, 2018 18070 Collins Avenue, 4 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 11/5/2018 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. 18-11-01 CONSULTING ENGINEERING SERVICES FOR GOLDEN SHORES PUMP STATION REHABILITATION(CCNA) Firm Name: Craig A. Smith & Associates, Inc. Commodity Codels): CIO, C11, C16, D04, DOS, DOB, E09, G04, C15, H07, 106, L02, 001, P05, R07, R09, RII, S07, S10, S13, T04, W03 RETURN ONE ORIGINAL AND FOUR COPIES OF OLIALIFICA77ON SUBMITTAL PAGESAND AFFIDAVITS FAILURE TO SIGN PAGE 31 OF SECTION 6 QUALIFICATION SUBMITTAL WILL RENDER YOUR SUBMISSION NON-RESPONSIVE City of Sunny Isles Beach I Request for Qualifications No. 18-11-01 RESPONDENT SUBMITTAL FORM: ACKNOWLEDGEMENT OF ADDENDA INSTRUCTIONS: COMPLETE PART I OR PART II, WHICHEVER APPLIES PART LIST BELOW ARE THE DATES OF ISSUE FOR EACH ADDENDUM RECEIVED IN CONNECTION WITH THIS RFQ PART II: Addendum #1, Dated November 16, 2018 Addendum #2, Dated November 26, 2018 Addendum #3, Dated December 5. 2018 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: r-TUd11*1.Pa:47 TITLE OF OFFICER: TE: 12/10/2018 City of Sunny Isles Beach I Request for Qualifications No. 18-11-01 183 "'k OF SUN F" RESPONDENT SUBMITTAL FORM CONSULTING ENGINEERING SERVICES FOR GOLDEN SHORES PUMP STATION REHABILITATION (CCNA) The undersigned Firm proposes and agrees, if this submission is accepted, to enter into an agreement with the City of Sunny Isles Beach to perform and furnish all Services as specified or indicated in the Contract Documents. The Firm accepts all of the terms and conditions of this Request for Qualifications. This RFQ will remain subject to acceptance for 90 days after the day of RFQ opening. The Firms agrees to sign and submit the Agreement and other documents as required by the Bidding Requirements within ten days after the date of the City's Notice of Award. In submitting this response, the Firm represents, as more fully set forth in the Agreement, that: • The Firm has familiarized himself/herself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Law and Regulations that in any manner may affect cost, progress, performance, or furnishing of the Work. • The Firm has studied carefully all reports and drawings of subsurface conditions and drawings of physical conditions. • The Firm has given the City written notice of all conflicts, errors, discrepancies that it has discovered in the Contract Documents and the written resolution thereof by City is acceptable to the Firm. • This solicitation is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; the Firm has not directly or indirectly induced or solicited any other Firms to submit a false or sham Bid; the Firm has not solicited or induced any person, firm or corporation to refrain from Bidding; and Firm has not sought by collusion to obtain for itself any advantage over any other Firms or over the City. The City and the successful Firm will establish completion times for the services described in this Request for Qualifications and the successful Firm agrees that the services will be completed within the time frames agreed upon and stipulated in the individual Notice to Proceed. City of Sunny Isles Beach I Request for Qualifications No. 18-11-01 184 '4 Of SVN Firm Name: Craig A. Smith & Associates, Inc. Street Address: 21045 Commercial Trail, Boca Raton, FL 33486 Mailing Address (if different): Telephone No. 561-314-4445 Fax No. 561-314-4458 Email Address: ssmith0craigasmith.com FEIN No. J 9 -JJ_VO /4j_71 6 * By signing this document the Responder agrees to all Terms & Conditions of RFQ (Signature of 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. 18-11-01 185 'ty OI SUN �, 00 0- -117 O * FL0R o5 OF SUN P� City of Sunny Isles Beach I Request for Qualifications No. 18-11-01 186 NON -COLLUSION AFFIDAVIT V ,. City of Sunny Isles Beach 16070 Collins Avenue ''� '' • E Loa�o ` Sunny Islas Beach, FL 33160 o, 1,,1 " Telephone: (305) 947-0606 Fax: (305) 949-3113 STATE OF FLORIDA COUNTY OF Palm Beach 1 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, Crain A. Smith IL 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 (Sole Owner, Partner, President, etc.) Neither the undersigned nor any person, firth, 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 to any rpe4tber or agent thereof. Smith,Stephen C. / P.E. Senior Vice President V IAN S. TAME AFFIANT'S TITLE TAKEN, SWORN AND SUBSCRIBED TO BEFORE ME this 10th day of December , 20K— Personally Known X or Produced Identification Type of identification (Affix seal here) f Y NOTARY PUBLI (name nted or typed) Amanda J. Denton Expires: 01/2612021 X40 f Notary Public State Of Fbrida Amanda J Denton a MY Commis= GG 061838 '�igpd� F�cpires 01/25!20'a DECEMBER28,2010 187 `S�NNr r3<fr PUBLIC ENTITY CRIMES y City of Sunny Isles Beach •�� 18070 Collins Avenue '. a°'• Fro N`oo•.` Sunny Isles Beach, FL 33160 o, ,„ '" 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 Ipnm mmmouai s name ana wel for Craig A. Smith 8 Associates. Inc. nn name en y su mi ing svrom sG amen whose business address is: 21045 Commercial Trail, Boca Raton, FL 33489 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 DECEMBER28,2010 188 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.) 1 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 G -F ANY„CHANGE IN THE INFORMATION CONTAINED IN THIS FORM. By: Senior Vice President (Title) Sworn to and subscribed before me this 10th day of December 201_, by Steohen C. Smith (AFFIX NOTARY STAMP HERE) Amanda J. Denton audio Stab or Florida Signature: Amanda J g s ton My COmmiaion GG 061838 dpfiow FxWe01126/20x1 Personally Known X OR Produced Identification 189 50p1NY IS( EQUAL OPPORTUNITY / AFFIRMATIVE ACTION City of Sunny Isles Beach IIOP\ 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. r\ Signed: Title: Senior Vice President Firm: Craig A. Smith & Associates, Inc. Address: 21045 Commercial Trail Boca Raton, FL 33486 DECEMBER 29, 2010 190 o`S�NNY �SlFreir CONFLICT OF INTEREST c Z City of Sunny Isles Beach • 18070 Collins Avenue y''•r�os`oa �` Sunny Islas 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.RFQ No. 18-11-01 described as: Consulting Engineering Services for Golden Shores Pump Station Rehabilitation (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. 18A 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. 18.71 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. 18.81 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. Dat his 10t day of December , 2018. �� Stephen C. Smith, P.E.. Senior Vice President AFFIA - Print or Type Name and Title Sworn to an ub c ed before me this 10th day of December 2018. 81 Personally own OR O Produced Identification ; Type of40entfication I L NOTARY PUBLIC STATE OF FLORIDA Amanda J. Denton tele d FbrideRNE] entonn GG 0678392021 DECE.eER28,2010 191 ok y'NNY DISPUTE DISCLOSURE V S City of Sunny Isles Beach 18070 Collins Avenue ''� °' • FL % oo * Sunny Isles Beach, FL 33160 oI ,ux °0 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 X NO 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. Grala A. Smithii Smith & Associates Inc. Fir Authorize 'Signat DECEMBER 28, 2010 12/10/2018 Date Stephen C. Smith, P.E., Senior Vice President Print or Type Name and Title 192 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. By: 4K Title: Senior Vice President The foregoing instrument was acknowledged before me this 10th day of December _'20_18• by 5 of person], as Senior Vice Pre: Craia A. Smith & Associates, Inc. executed]. RMEJ ate of Fbritlaon GG 08183847 ident [type of [name of party on behalf of whom I [name authority], for instrument was Notary Public — Stage of Florida Amanda J. Denton Print or Type Commissioned Name Personally Known X OR Produced Identification Type of Identification Produced DECEMBER28,2010 193 o y�xxr .,f n CONTRACTOR ANTI -BOYCOTT CERTIFICATION [PURSUANT TO FLORIDA STATUTE § 215.47251 I, Stephen C. Smith on behalf of Craig A. Smith & Associates, Inc. , Print Name Company Name certifies that Craig 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. 4 - Signature Senior Vice President Title 12/10/2018 Date 194 SECTION J.2 - PROFESSIONAL REGISTRATION, LICENSES AND CERTIFICATES 195 State of Florida Business Licenses State of Florida Board of Professional Engineers Attests that Craig A. Smith & Associates, Inc. FBPF Is authorized under the provisions of Section 471.023, Florida Statutes, to offer engineering services to the public through a Professional Engineer, duly licensed under Chapter 471, Florida Statutes. Expiration: 2/28/2019 CA Lic. No: Audit No: 228201903337 R 3110 SURVEYING Florida Department of Agriculture and Consumer Services Division of Consumer Services License No.; LB3110 Board of Professional Surveyors and Mappers Expiration Date February 28, 2019 2005 Apalachee Pkway Tallahassee, Florida 32399-6500 Professional Surveyor and Mapper Business License Under the provisions o1 Cbapler 472, Florida Statutes CRAIG A SMITH & ASSOCIATES, INC. 7777 GLADES RD STE 410 BOCA RATON, FL 33434.4193 ADAM H. PUTNAM COMMISSIONER OF AGRICULTURE 196 State of Florida Professional Licenses State of Florida Board of Professional Engineers Attests that Gene Robert Schriner, , P.E. 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 50126 197 State of Florida Board of Professional Engineers Attests that Orlando Alberto Rubio, P.E. F BIT Is licensed as a Professional Engineer under Chapter 471, Florida Statutes Expiration: 2/28/2019 P.E. Lic. No: Audit No: 228201906426 R 48265 State of Florida Board of Professional Engineers Attests that Frank Vilar , P.E. Is licensed as a Professional Engineer under Chapter 471, Florida Statutes Expiration: 2/28/2019 P.E. Lic. No: Audit No: 228201909655 R 55459 SURVEYING Florida Department of Agriculture and Consumer Services Division of Consumer StrAces "cax No.: LS4846 gip Board of Professional Surveyors and Mappers Expiration Date February 28. 2019 !' 11• 2005 Apalachee Pkwey, Tallahasxe, Florida 32±99-6500 Professional Surveyor and Mapper License Under the provisions of Chapter 472, Flonda Statutes ROBERT D KEENER 950 SE ATLANTUS AVE FORT PIERCE, FL 34983-3906 ADAM H. PUTNAM COMMISSIONER OF AORICIJLTIIRE this is at certify ilm, Iha prof csimwl mroes or and mapper wk—e mute and addmu are sM1own aurae Is Herod m re uircO qClamper 02. Hand, Str s es. 198 PROFESSIONAL LICENSES State of Florida Board of Professional Engineers Attests that Bailey Engineering Consultants, Inc. FBPE Issue Is authorized under the provisions of Section 471.023, Florida Statutes, to offer engineering services to the public through a Professional Engineer, My licensed undelChspter 471, Florida Statutes. Expiration: 2/28/2019 CA Lic. No: Audit No: 228201904729 R 6783 State of Florida Board of Professional Engineers Attests that Stephen Edward Bailey, P.E. FBPE Is licensed as a Professional Engineer under Chapter 471, Florida Statutes Expiration: 2/29/2019 P.E. Lic. No: Audit No: 228201928199 R 42461 199 MUEngineers Certifications and Licenses State of Florida Board of Professional Engineers A ,w lbw MITEngineers, Inc. AFBPE =="PE I..utbai.xd meet 0e w she pbticmPmr ..J eI Fsly.ritlormu, dul, tlPIsW,bdinpuCb, p,omor 471. .Fl.rd . S.m.M. E.pimslm: 3/2$/x019 G I.J. Na: A—H, N.: xMY119111Y9 R 200 State of Florida State of Florida Department of State lem,l, pun ilv,n.m4 of J,. ,.Rne JV AII,.N a,l lh>AI �. Board of Professional Engineers .gpanulmlmunf wMNe 4w W W Wt n(i1NA. fiW m (A[emM M.u. O9mar U.I.ger, P.E. Rx 0.a'unnl .mAn n I qn amlwum n P I W I91 W 11) 1. U.—I u. P k-i..ul E4,i asb. M,..I 17I, Pbtld. Mra w I lwpn amM1l IM.,J p-0.Il kn4x Jxglu�Yw,F ;^P�nn�lw IxnnM 11. TIX, 2$u i. nmt mp.nml qm Vmlum Manu �ar.n e..l,.xm,va va ra Iwr; srerael. nvsrGcma �n pFJ m Irn ISI. MIA. wl�nx in uxnanne 200 State of Florida Department of State lem,l, pun ilv,n.m4 of J,. ,.Rne JV AII,.N a,l lh>AI �. .gpanulmlmunf wMNe 4w W W Wt n(i1NA. fiW m (A[emM N. blp Rx 0.a'unnl .mAn n I qn amlwum n P I W I91 W 11) I lwpn amM1l IM.,J p-0.Il kn4x Jxglu�Yw,F ;^P�nn�lw IxnnM 11. TIX, 2$u i. nmt mp.nml qm Vmlum Manu �ar.n �n pFJ m Irn ISI. MIA. wl�nx in uxnanne I mnt.,..my uw..a..m+n•� s..� nka.s.xR„.nxnn,.. fNlYfr+�.I1... Yry�xY 200 MIMI E miamidade.gov April 12, 2018 Kumar Allady RADISE INTERNATIONAL, L.C. 4152 W. BLUE HERON BLVD Suite 1114 RIVIERA BEACH, FL 33404 Internal Services Department Small Business Development 111 NW 1 Street, 19th Floor Miami, Florida 33128 miamidade.gov T 305-3753111 F 305-3753160 Approval Date: November 30, 2017 - Small Business Enterprise - Architectural & Engineering (SBE - A&E) Expiration Date: November 30, 2020 Dear Kumar Allady, Miami -Dade County Small Business Development (SBD), a division of the Internal Services Department (ISD) has completed the review of your application and attachments submitted for certification. Your firm is officially certified as a Miami -Dade County Small Business Enterprise - Architectural & Engineering (SBE - A&E). The Small Business Enterprise (SBE) programs are governed by sections 2-8.1.1.1.1; 2-8.1.1.1.2; 2-10.4.01; 10-33.02 of Miami -Dade County's Codes. This Small Business Enterprise - Architectural & Engineering (SBE - A&E) certification is valid for three years provided that you submit a "Continuing Eligibility Affidavit" on or before your anniversary date, November 30, 2018. The affidavit must indicate any changes or no changes in your firm pertinent to your certification eligibility. The submittal of a "Continuing Eligibility Affidavit" annually with specific supporting documents on or before your Anniversary Date is required to maintain the three-year certification. You will be notified of this responsibility in advance of the Anniversary Date. Failure to comply with the said responsibilities may result in immediate action to decertify the firm. If at any time there is a material change in the firm including, but not limited to, ownership, officers, director, scope of work being performed, daily operations, affiliation(s) with other businesses or the physical location of the firm, you must notify this office in writing within (30) days. Notification should include supporting documentation. You will receive timely instructions from this office as to how you should proceed, if necessary. This letter will be the only approval notification issued for the duration of your firm's three years' certification. If the firm attains graduation or becomes ineligible during the three-year certification period, you will be properly notified following an administrative process that your firm's certification has been removed pursuant to the code. Your firm's name and tier level will be listed in the directory for all SBE certified firms, which can be accessed through Miami -Dade County's SBD website: http://www.miamidade.gov/smallbusiness/certification-lists.asp. The categories as listed below affords you the opportunity to bid and participate on contracts with Small Business Enterprise measures. It is strongly recommended that you register your firm as a vendor with Miami -Dade County. To register, you may visit: htto://www.miamidade.gov/procurement/vendor-registration.aso. Thank you for your interest in doing business with Miami -Dade County. If you have any questions or concerns, you may contact our office at 305-375-3111 or via email at sbdcerto miamidade.gov. Sincerely, Claudious Thompson, Section Chief Small Business Development CATEGORIES: (Your firm may bid or participate on contracts only under these r tegones) 201 MDC -TCC 09-01: DRILLING, SUBSURFACE INVESTIGATIONS AND SEISMOGRAPHIC SERVICES MDC -TCC 09.02: GEOTECHNICAL AND MATERIALS ENGINEERING SERVICES MDC -TCC 09-03: CONCRETE AND ASPHALT TESTING SERVICES NAICS 541330: ENGINEERING SERVICES 202 Miami -Dade County Internal Services Department Architecture/Engineering (A/E) Pre -Qualification Certificate RADISE INTERNATIONAL LC This certificate is hereby issued to: 4152 West Blue Heron Blvd, Suite 1114, Riviera Beach, FL 33404- 0000 Approval Date: 11/07/2018 Expiration Date: 11/30/2019 The above name applicant is pre -qualified to provide professional A/E services for Miami -Dade County for the period indicated above. The applicant has committed its fine to comply with the specific conditions listed below: 1. Pre -Qualified to offer professional services only in the Miami -Dade County technical categories shown in the "Statement of Technical Qualifications." All technical category restdctions must be strictly adhered to. 2. Pre -Qualification Certification (PQC) consolidates the technical certification, affirmative action plan, and vendor registration into one streamlined certification process resulting in the issuance of a Pre -Qualification Certificate. 3. Report any significant changes, such as contact person, qualifier, ownership, firm address, etc, by login on the Self -Service Portal at www.miamidade.gov/vendor within 30 days of such a change. Failure to report said changes to the County may result in the immediate suspension or termination of your firm's Pre - Qualification Certification. 4. Failure to renew your firms PQC at least thirty (30) days prior to your firm's current expiration date may result in the suspension and/or termination from County programs and current or future contracts until your firm's Pre -Qualification Certification has been properly renewed. Any lapses in the certification of any of the required PQC areas (vendor registration, affirmative action plan, or technical certification) will result in a lapse in your PQC. Firms are responsible for observing and adhering to all submission deadlines. 5. Any renewal applications and/or supporting documents submitted after the application deadline might delay the review of your firm's PQC certification to the next available Technical Certification Committee meeting. The PQC application, submission deadlines, and the Technical Certification Committee meeting calendar can be found on Procurement Management web site located at: http://www.miamidade.gov/internalservi ces/prequai lification-certification.asp 6. Permit Miami -Dade County representatives to have access during normal business hours to audit books and records to verify information submitted with this application. This right of access shall commence on the approval date of this certificate and shall terminate on its expiration date. Please note that if at any time Miami -Dade County's has reason to believe that any person or firm has willfully and knowingly provided incorrect information or made false statements, the County may refer the matter to the State Attorneys Office and/or other investigative agencies, initiate debarment procedures, and/or pursue sanctions or other legal remedies in accordance with Miami -Dade County policy and/or applicable federal, state and local laws. Approved By Technical Certification Committee Miami -Dade County 203 Miami -Dade County -=9 Internal Services Department Statement of Technical Certification Categories Firm: RADISE INTERNATIONAL LC 4152 W. Blue Heron Blvd., Suite 1114, Riviera Beach, FL 33404 Code Category Description SOILS, FOUNDATIONS AND MATERIALS TESTING - 9.01 DRILLING, SUBSURFACE INVESTIGATIONS AND SEISMOGRAPHIC SERVICES 9.02 SOILS, FOUNDATIONS AND MATERIALS TESTING - GEOTECHNICAL AND MATERIALS ENGINEERING SERVICES 9.03 SOILS, FOUNDATIONS AND MATERIALS TESTING - CONCRETE AND ASPHALT TESTING SERVICES Approval Date Expiration Date 11/01/2017 11/30/2019 11/01/2017 11/30/2019 11/01/2017 11/30/2019 Approved By Technical Certification Committee Miami -Dade County 204 State of Florida Board of -Professional Engineers Attests that RADISE International, L.C. EBP 11A 1N NA 111 AN 110, E iax n..a. ivaaixi Is authorized under the provisions of Section 471.023, Florida Statutes, to offer engineering services to the public through a Professional Engineer, drily licensed under Chapter 471, Florida Statutes. Expiration: 2/28/2019 CA Lic. No: Audit No: 228201904599 K MW State of Florida Board of Professional Engineers Attests that Gregory Joseph Stelmack, P.E. Is licensed as a Professional Engineer under Chapter 471, Florida Statutes Expiration: 2/28/2019 P.E. Lic. No: Audit No: 228201925944 R 70556 206 State of Florida Board of Professional Engineers Attests that Thomas Francis Mullin, P.E. Is licensed as a Professional Engineer under Chapter 471, Florida Statutes Expiration: 2/28/2019 P.E. Lic. No: Audit No: 228201932609 R 43366 207 MW R, S w r— a7 CV RA 0 N O (N 0 O m C) N O N O m CL m O v LL 208 w VQW 209 210 ma 0 O c v u U w � 1� V W F— a �n y _ H ° Z w N c a N a N>> p o m Z O p °Q w Q E o v 0 Q V) J O Z N Z N c E o Y o a LL W (� _U _' Q _ O W ° Q� co N N ^ M u R j, N Y N ZL-V)w� y o a Z W Y� ��,° LLJ LLI LL OZ a N W F-� � O$ ° Da zo•E v ° v W V) LL O a = 3 w } 1 H W Z N 0 ° L i °. c r6 H~ W 1= F- 00 CL Z LU ~ N N Z a °u LL CC o;�E " u N LL O W _ J a > w °c o 3 GO LL O Z O Z p t/i W w > 0 ° a w ~ o z Z m o o a � W a d u O w H >. u a n Y u a W H 210 L ma 0 70 z 0 c > Q E a u J U w 0 D -0 U W " w " W =� F a Q N p N � , o Z ~ = 0 0:~ J Fo o c J p to J N E o N 0 p 00N u T v Q W ~ Z 'n N ri n c y 0 LL It %0 CV) m° c 0 Q U �- w CY) C7 .o _ s 0 a Z `n LL Q LL LLc J Z _ -jm -' 2 E LL 0 w V1 w y a U O LL-0 Z tA N W w Z D a Q = Z n a W N LL � a O 3 w W Z o L H W 0 w= V � Z v m Q L N Z d --i u '0� V~ v W �_ N LL0 3 00 O a o o Z w W > O O Q �w O 0 O c w W m w a " K w a o Q " a " Y U W ru xrt>. � U a lc' iP4, 211 NY 5 N �� 6 w / tiF 9 " F L O �' y" of sum �, SECTION J.3 - PROOF OF INSURANCE 212 ACORd CERTIFICATE OF LIABILITY INSURANCE DAM (UMDDYYYYI 12/06/2018 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 riahts to the certificate holder in lieu of such endorsement(s). PRODUCER INSURED Sena & Whitney LLC 190 Glades Rd Suite C Boca Raton, FL 33432 CRAIG A. SMITH & ASSOCIATES 21045 COMMERCIAL TRAIL BOCA RATON, FL 33486 N E/I r Debbie Adamete PHONE EML 561-210.871$ I _ IN NPS 581.210-8718 M dadamets thasena rou .corn _ INWRERIS)AFFMMGCOVEIUIOE _ _ NNC_0 D,suRERA:_GeminilinfancelCompany INSUREn B:. AIGSDeclal(y1nsur$D4i_CgMpeny_ _.. NSURERc: Hiscoxln Umncq�m_pM,l_rtc, RISURER °: INSURER E: —_—.__ _-- _._ _ _. COVERAGES CERTIFICATE NEIMRER- MYnOTN1 mi8 7305 WIPWRInu N"Uucp. v 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. INTRq TYPE OF a18URANCEDLM MIARmap vivol -- POLICY NUMBER SIDEP Y EFf . ..M I pY EXP LIMITS A X COM MERCIALGENERALLIABUTY VGGP003730 12/01/2019 12/01/2019 EACH OCCURRENCE a 1000,000 ] CUIMSMADE n OCCUR ESLEa- _ _ PREMISESLEapIx_ PREIM S 100,000 MEDEXPIMY mePMsml E 5.000 PERSONAIBAOV INJUiY_ $ 11,000,000 GEN AGGREGATE LINT APPLIES PER j GENERAL AGGREGATE 3 2,000,000 POLICY I x JET 1 LOC E 2,000,000 PRODUCTS. COMP,OPA000 OTHER: E AUTOMOBaE LMILIT' CUMPNED S. LE LI IT IlEa ecd0eml E ANY AUTO __ BODILY INJURY (PIN perm) S OWNED SCMDULED AUTOS ONLY AUTOS BODILY INJURY Per e a al E HIRED NONOWNED - - S.__ PROPER OAIM E AUTOSONLY AIROSONLY E BuaaRELU LM X occuRi BE022604441 112/0112018 12/0112019 EACHOCCURRENCE $ 5,000,000 _ _ AGGREGATE S 5,000,000 X EXCESSUAS CLNMSMADE DEO RETENPONE II MNDIUMI S COMPENSATION PER I TK AND EMPLOYERS' LMLITY YINOFPC ANYPROMEMSERREXCLUDRIEIIECUTNE RIM NIA — STAME, _1,ER_ E L. EACH ACCIDENT S in NH) IMNelroy In NH) (M.d �. El. DISEASE -EA EMPLOYEE S it 0ESCRIPTION OF OPERAnONS We E.L. DISEASE-POLICYLRAT E C PROFESSIONAL E&O ANE1201537-18 0410112018 0410112019 PER CLAIM 1,000,000 C PROFESSIONAL E&O ANE1201637-18 0410112019 04101/2019 AGGREGATE 2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101. AtlGeb,ul PemerkF SCMavH, my b M1ACN,U M nM)n FpPFR b nAUlreEl SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PROOF OF INSURANCE ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIgO REPRESENTATIVE DEA ®1988.2015 ACORD CORPORATION. All rights reserve ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD Printed by DEA on December 06, 2019 at 10:02AM 213 CERTIFICATE OF LIABILITY INSURANCE 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. imFuKi ANI: n In@ cemncate nolaer IS an ALul tUNAL m3untu, the policy pest must nava AUDI I ILJNAL INJDNtU provisions or De enoorsea. It SUB NOGATION 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). IkCrum Insurance Agency, Inc. South Missouri Avenue IkCrum L/C/F Craig A. Smith & Associates, Inc. South Missouri Avenue 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 POOL INSRD SUER MD POLICY NUMBER POLICY EFF (MMT.OMTY) POLICY EXP (MM,DGM'YY) LIMITS COMMERCIPL GENERAL LUBILITY EACH OCCURRENCE $ CWMS-WIDE OOCCUR DAMAGETO RENTED PREMISES(o p) $ MED EXP(Any one Person) IS PERSONAL B ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE It POLICY =PROJECT =LOC PRODUCTSAOMP/OP AGO $ S OTHER: AUTOMOBILELIABILITY - COMBINED SINGLE LINT eexu.m $ BODILY INJURY(Per mmn) OWNEDAUTOSSLHEDULEG H—AUTO ONLY AUTOS BOg LY INJURY (Peldem) $ PROPERTY GAMAGE Perawden, $ HIRED AUTOS NON -OWNED ONLY AUTOS ONLY S UMBRELLA LIAB OCCUR EACHOOURRENCE $ $ EXCEb6 UPS C1AIM5-MPOE DEO RETENTIONS SWORKERS COMPENSATION ANO EMPLOYERS' LIABIUTY Y/N WCi201800000 07/07/2018 01/01/2018E OT14A ER T t 31000000 ANY PROPRIETORPARTNER�EXECUTIVE OFFICERIMEMBEREXCLUDED9 O N/A (Mandtlory In NH) ryea, 0.FcnW under MPLOYEE $1000000 DESCRIPTION OF OPERATIONS Lab. CY LIMIT 1000000 DESCRIPTION OF OPERATIONS/ LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Effective 12/01/2011, coverage is for 100% of the employees of FrankCrum leased to Craig A. Smith & Associates, Inc. (Client) for whom the client is reporting hours to FrankCrum. Coverage is not extended to statutory employees. CERTIFICATE HOLDER CANCELLATION ®1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 214 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Craig A. Smith & Associates, Inc. 7777 Glades Rd, Ste 410 Boca Raton, FL 33434 ®1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 214 ACORO® CERTIFICATE OF LIABILITY INSURANCE OATS (MWOD YYW) 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 WANED, 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 endomement(s). PROWCElt Marsh Sponsored Programs a division of Marsh USA Inc. PO Box 14404 CONTACT NAME: Marsh Sponsored Programs FNONE1.877.320.9393 FAX N Bid, No : 515-365-0895 woae sS: riskmanagement@marshpm.com Vendor ID: 31459 INWRERMI AFFORDING COVERAGE NAI02 Des Moines, IA 50306-9686 INSURERA_Old. Republic Insurance Compa 24147 INSURED Cu5lomw # : EXP106034 CRAIG A. SMITH & ASSOCIATES MURER B : MSURERC: 7777 Glades Road Suite 410 INSURERD: Boca Raton, FL 33434 INSURER E: MSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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. LTaR TYPE OF !INSURANCE WalterP011CYNUNIa6t Lb➢O EFF M DYEXP LIMITS MERCIAL GENERAL LIABILITY EACHOCCURRENCE E MISES Eaacoannca $ J-70MCLNM&MADE F7 OCCUR MEDEXP( orepersm) E PERSONAL$ADVIWURY $ GENL AGGREGATE LIMIT APPLIES PER POLICY ❑ JECT F] LOC GENERALAGGREGATE $ PRODUCTS -COMPIOP AGG S $ OTHER: A AuroxoMLr: uAeluTr X L106034 -1B 04127/2018 04/27/2019 COMBINED SINGLE LIMIT s110001000 BODILY INJURY (Per Panda) S IANYAUTO AUTOS ONLY X AUTOS O c BODILY INJURY(Peraesit) $ X HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY PRO CAMAGE E — - r accMant E UMBRELLA WBOCCUR EACHOCCURRENCE $ AGGREGATE E EXCESS DAB CLMM&IMOE DED RIMITTIONS S WOIINERS CONPENSATX/NI ANDEMPLOYINWLIAMLITY YIN PER I STATVfE O ER EL. EACHACCIDENT S ANYPROPftIETOR,PARTNERIE%ECtmVE OFFICERiMEMBr3i EXCLWEm NIA EL. DISEASE- EA EMPLOY $ (SMMarory In NH) Nyes deacrlbe under DESCRIPTIONOFOPERATIONSbe. .--.— E.L. DISEASE -POLICY LIMIT $ DESCRIFnONOFOPERPTIDNSILOCAnONSIYEHICLES(ACORDTM,Add mlRamv Schadu ,MWWaHaOe ltmonapaceNreq dl GPBR:2QL2 Pbacy provides Protection for any 8 all aperationsfF,bs pmfolmed by the named Insured w a required by careen contract Cerbficate holder is an Adid$bnal Insured where required by written conhad Walver N Suerogabon included where required by Wlblen contract Insurerce is pdmary and nonconbibutory. Proof of Insurance 7777 Glades RDad Suite 410 Boca Raton, FL 33434 ACORD 25 (2016/03) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AMORIZEDREPRESEN ©1988.2015 ACORD The ACORD name and logo are registered marks of ACORD reserved. 7375177 215 C3 N Y 'S4 Ok J,�F � n U __ 2 O P tiF 9 * F L O C`rY of sut4 PCO SECTION J.4 - ADDENDA 216 V ADDENDUM # 1 DATE: Friday, November 16, 2018 TO: ALL PLANHOLDERS FROM: Purchasing Agent RFQ NO.: RFQ 18-11-01 Consulting Engineering Services for Golden Shores Pump Station Rehabilitation (CCNA) SUBJECT: Addendum No. 1 BID SUBMITTAL DEADLINE: Revised: Monday, December 10, 2018 at 3:00 PM Please attach this addendum to the documents in your possession and include the Acknowledgement of Addenda Form with your response incorporated with the Request for Qualifications. Revisions: (Note: Deletions will be indicated by s#iketl, additions will be indicated with bold font): 1. A site visit to the Golden Shores pump station has been scheduled for Tuesday, November 20, 2018 at 11:00 AM. We have provided directions to the pump station on the following page. Any questions, the day of the site visit regarding directions please contact Richard Labinsky at 305- 968-4168. 2. RFQ submission schedule revised as follows: ➢ All questions due in writing to City Clerk on: Friday, November 30, 2018 at 5:00 PM Submission Due Date: Monday, December 10, 2018 at :00 PM please submit responses to the City Clerk's office located on the 4th Floor of the Government Center. 217 Directions to Pump Station: From southbound Collins Avenue. (if coming from the south, continue north past the William Lehman Causeway to Terracina Avenue (195 Street) and make a U - Turn) - Continue south on Collins Avenue until you PASS the entrance ramp to the William Lehman Causeway. Turn right into the very next curb cut AFTER the entrance ramp. This will lead you into the public parking area of the William Lehman Causeway. Continue into the lot until you pass the pedestrian walk with the yellow stripe. Continue all the way to the back, past the basketball court on your right, and you will come to a gate. Use the intercom if the gate is closed to get access. Pedestrian Walkway Pump Station WS., =HeritagePark J 1 218 ADDENDUM # 2 DATE: Monday, November 26, 2018 TO: ALL PLANHOLDERS FROM: Purchasing Agent RFQ NO.: RFQ 18-11-01 Consulting Engineering Services for Golden Shores Pump Station Rehabilitation (CCNA) SUBJECT: Addendum No. 2 BID SUBMITTAL DEADLINE: Wednesday, Plevem"e- 28, 2010 at 39 ^^^ Revised: Monday, December 10, 2018 at 3:00 PM Please attach this addendum to the documents in your possession and include the Acknowledgement of Addenda Form with your response incorporated with the Request for Qualifications. Revisions: (Note: Deletions will be indicated by strikethreugh, additions will be indicated with bold font): 1. On page 24 — Section J Item C ends with "and" is there more content that needs to be included? The content continues on page 25. 2. On page 24 Item G requests a "copy of the State Certificate of good standing listing the officers of the company" the certificate of good standing issued by the state does not list officers. Please confirm if you are looking of the listing on SunBiz of Authorized Person(s). • Current Officer or Registered Agent as fled on SunBiz. 3. What are you looking to be provided on page 23 when you request "Past 5 years copies of executed agreements made between your firm and local municipalities, with a scope similar to this RFQ." Are you really looking for the complete agreement or just a list of relevant agreements? • Include a copy, or the contract # that your firm has with another government agency(cies), for similar scope of work as requested in the RFQ. 4. Also, on page 23, what is the difference between the information requested in Section item 5 and Section F? Both appear to be asking for project experience, including references. Section F is requesting at least 3 references for similar work, while section E-5 is requesting evidence and supporting information regarding project experience with pump station rehabilitation services. 219 5. In lieu of audited financials will the City accept other forms to show financial stability (ie. Balance Sheets, Profit Loss Report, Bank Letter)? • Per Section E . "...financial stability (Include three years audited or reviewed financial statements, prepared by a C.P.A.)." 220 ADDENDUM # 3 DATE: Wednesday, December 5, 2018 TO: ALL PLANHOLDERS FROM: Purchasing Agent RFQ NO.: RFQ 18-11-01 Consulting Engineering Services for Golden Shores Pump Station Rehabilitation (CCNA) SUBJECT: Addendum No. 3 BID SUBMITTAL DEADLINE: Wednesday, ^ - •--be- 28 20!8 ^^^ Revised: Monday, December 10, 2018 at 3:00 PM Please attach this addendum to the documents in your possession and include the Acknowledgement of Addenda Form with your response incorporated with the Request for Qualifications. Revisions: (Note: Deletions will be indicated by stFikethFeugh, additions will be indicated with bold font): 1. Can you please confirm the horsepower of the duty and backup pump? This is not relevant at this time. We are in the consultant selection process not the proposed design. The selected consultant will make recommendations on the pump size at design phase. Please provide your previous experience not proposed ideas. 2. When were the pumps last replaced or repaired and what was the extent of the work? This is not relevant at this time. We are in the consultant selection process not the proposed design. The selected consultant will make recommendations on the pump size at design phase. Please provide your previous experience not proposed ideas. 3. Are the current pumps sufficiently sized to handle peak flows? It is expected that the selected consultant will evaluate the pumps as part of their services. 4. Other than electrical upgrades, installation of telemetry system and replacement and/or removal the emergency generator outside the pump station building or providing access to the building via a new doorway can the City provide an itemized list of other components that need replacement that were not covered during the site visit? • It is expected that the selected consultant will evaluate the pump station in its entirety and make a recommendation as part of their services. 221