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Consult Tech RFQ 03-06/07REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 TABLE 0~ CONTENTS • Introduction /Letter of Interest ..................................................................................... Page z • Client Performance Evaluation Surveys .......................................................................... Page 3 • Methodology and Approach ........................................................................................... Page 4 • Qualifications of Team 0 Organizational Chart ................................................................................... Page ~ 6 0 State Department of Professional Regulations License .................................... Page ~ s 0 Resumes (see Appendix) • Minimum Requirements and Qualifications • Risk Assessment Plan (located in sealed envelope in binder's back pocket) 0 Team Experience .................................................... ..................................... Page zo 0 Project Manager's Experience .................................. .....................................Page z~ 0 Similar Projects ...................................................... ......................................Page z3 0 Projected Workload ................................................ ......................................Page zg 0 Proof of Insurance .................................................. ..................................... Page 30 • Appendix 0 INSURANCE CHECK LIST .......................................... ......................................Page 31 0 ACKNOWLEDGMENT OF ADDENDA ........................... .....................................Page 3z 0 DECLARATION OF NON-COLLUSION ......................... ..................................... Page 33 0 PUBLIC ENTITY CRIMES STATEMENT ......................... ..................................... Page 34 0 QUESTIONNAIRE ..................................................... .....................................Page 36 0 SF 254 0 Resumes r ConsulTech SURVEYING 6 MAPPING, INC. REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 December 8, 2006 Roman Martinez, Sr. Procurement Specialist City of Miami Beach, City Hall Procurement Division, Third Floor 1700 Convention Center Drive Miami Beach, FL 331 39 RE: Request for Qualifications for Citywide Surveying, Topographical and Mapping Services, on an as-needed Basis, for the City of Miami Beach RFQ # 03-06/07 Dear Mr. Martinez, Consul-Tech Surveying and Mapping Inc., in association with our sub-consultants, F.R. Aleman & Associates, Inc., and I.F. Rooks & Associates, Inc., is pleased to submit one (1) original and ten (10) copies of our Qualifications Statement. Consul-Tech has proudly served Florida's surveying needs for nearly twenty-five years. Headquartered in Miramar with offices in S.E. Florida for nearly twenty-five (25) years, we are very familiar with the issues and challenges of the region. Consul-Tech Surveying & Mapping, Inc. has extensive experience in servicing Continuing Services Contracts. We have completed similar contracts for clients such as the South Florida Water Management District, City of Jacksonville, FDOT Districts 4, 5, 6 and Florida's Turnpike Enterprise, Miami-Dade County, City of Orlando, City of Casselberry, City of North Bay Village, Bonita Springs Housing Corporation and Miami Parking Authority, and have had multiple 2-3 year contracts with most of these agencies. We are proud to submit our response for your consideration and are enthusiastic about the opportunity to serve the City. We appreciate the opportunity to be considered for the Surveying & Mapping Continuing Services Agreement. Consul-Tech has more than adequate resources for this contract. As President of Consul- Tech Surveying & Mapping, Inc., you have my personal pledge to see that all schedules and budgets are met. No compromises - No Excuses. The Consul-Tech Team is committed to excel on this contract by providing the highest quality and satisfaction to the City of Miami Beach. Sincerely, Consul-Tech Surveying and Mapping, Inc. Michael D. Platt, P.S.M. President ConsulTech SURVEYING 8 MAPPING, INC. 1 0570 NW 27th Street, Suite 101 ^ Miami, FL 331 72 ^ Phone (305) 599-3141 /Fax (305) 599-3143 REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 CLIENT PERFORMANCE EVALUATION SURVEYS Michael D. Platt, P.S.M., Principal-in-Charge LIST OF REFERENCE PROJECTS FIR DATE CODE FIRST NAME LAST NAME PHONE NUMBER FAX NUMBER CLIENT NAME PROJECT NAME COMPLETED MdDDlYYYY COST OF PROJECT 001 Gus Fernandez 305-970-7969 305-941-9771 MCM Cor oration GTI Central Collection Plaza $639,000 Gonda Springs Southern Lee County 002 Diane Ledford 239-495.7100 239-495-7694 Area Housin Dev various lots Oct-06 $76,000 003 Wes Scott 305-246-4319 305-245-2473 SFRCD Central Broward Water Control 004 Mike Crowle 954-432-5110 954.432-8603 District $55000 Turnpike 005 Mike Joiner 407.532-3999x3637 407.822-6538 Enter rise Seminolell Ex resswa 2002 $90,000 Parramore Park Site Survey, Lake Como Drainage Well Project, Topographic Survey and Utility Locations at 006 Joe Stokes 407-246-3319 407.246-2892 C of Orlando Conro Rd 8 TPK. Various $51,800 ~ Selvin Bruce, P.S.M., Project Manager LIST OF REFERENCE PROJECTS INDIVIDUAL CODE FIRST NAME LAST NAME PHONE NUMBER FAX NUMBER CLIENT NAME PROJECT NAME DATE CORM ~LETED COST OF PROJECT 001 Kevin Keane 30Lr599-8495 305-597-9312 BND En ineerin I Opa-Locks Air rt 54" 2004 75,000+/- 002 Carol n Read 305375-1507 305-372-6017 Miami Dade Transi Brickel Station Ph1 11/1/2006 22,000 +/- 003 Robert Samara 305-662-1916 305-662-2491 Robert Samara Graham Dairy Canal 2001 90,000+/- 004 David Futch 305-470-541D 305-470-5196 FDOT Dist 6 NW 135 St. 1990 20,000 +/- 005 David Futch 305-470-5410 305-470-5196 FDOT Dist 6 US 1 from 216th to 220 2003 25,000 +/- 006 David Futch 305-470-5410 305-470-5196 FDOT Dist 6 SR 826 Miller 2005 700,000 +/- 007 008 009 010 List of reference projects: For a company the minimum number of references is one and the maximum number of references is 25 For an individual the minimum number of references is one and the maximum number is 10. Please fax these forms to the attention of Roman Martinez at 305-673-7851 or at the following a-mail: romanmartinez~miamibeachfl.gov ConsulTech SURVEYING 8 MAPPING , I N C . REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 METHODOLOGY AND APPROACH A survey consultant working for an agency under a continuing services coALs contract becomes, in effect, an extension of that agency. Thus, it is our ~ Efficient Economical Solutions feeling that the City would desire a consultant who is qualified by ~ Superior Work Product experience, past performance, superior staff, and a commitment to ~ Open Lines of Communication excellence. The City of Miami Beach must feel comfortable that the consultant selected will work in your best interests, assuring that the work is attended to promptly, focusing on the needs and problems of each assignment to arrive at efficient and economical solutions, producing a superior work product and maintaining open lines of communication. In approaching your assignments, our team will always be looking for ways to save you time and money. Quite frequently, the scope of work can be "customized" to fit the end user's needs. This can have a profound impact on both schedule and budget. You can be assured that Consul-Tech professionals will have a full understanding of the objectives for each project assigned, as well as the ultimate needs of the end user. This type of business conduct is what sets us apart as "consultants", and not just contracted surveyors. Consul-Tech is uniquely qualified for this assignment. The project surveyors assigned to this contract have an average experience level of over twenty-one (21) years, all having experience with this type of contract. Consul-Tech's commitment to our standard management plan and quality assurance /quality control procedures is our strength. This is our most aggressive method to control scheduling and budget on our projects. It is proven that with strict adherence to these plans and procedures, together with our approach to effective communication, projects are completed with an emphasis on quality and timeliness. These efforts are successful because of our professional's constant vigilance to these principles and their commitment to excellence in product and service. • Objectives • Methodology • Staff Assignments • Budget Review • Schedules • Deliverables • Procedures We will have an initial in-house kick-off meeting to discuss the objectives, methodology, procedures, budget, timetables, and deliverables of each project. We will identify and assign the best personnel for the project for both the field and office. This decision is based on their experience, knowledge and availability. Consul-Tech will secure all available research data. This includes supporting documents from local government agencies, local surveyors, copies of original notes for public land surveys, certified corner records and right-of-way maps. Our fieldwork begins with assembling the team and deciding on the appropriate methodology required to accomplish the goals for the project. We will assure that the proper resources are available. The survey equipment needed and the data collection methods are determined prior to commencement of the fieldwork. This includes not only instrumentation, but also access and specialized transportation needs to efficiently complete the project. Crew chiefs meet on a daily basis with the project surveyor to discuss the fieldwork progress and to download the data collected each day. ConsulTech 4 SURVEYING 6 MAPPING. INC. REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 METHODOLOGY AND APPROACH Lcont) We have weekly Project Managers meetings to assure that we are meeting our commitments to schedule and budget. We review the resource needs and, if necessary, can draw on the many professionals, survey technicians and field crews that we have throughout the firm. We will not wait until all of the data for a project is collected before working on deliverables. We process field data on a daily basis. The preparation of the deliverable is an ongoing process that starts with the Notice to Proceed. The project surveyor will make periodic site visits, as well as a site visit prior to the final deliverable to review the survey and ensure that the fieldwork is done in compliance with specifications in the contract. It is with this level of supervision that the field and office work will proceed to completion. Consul-Tech Surveying & Mapping Weekly Meeting Agenda Manager Reports t Projects: Schedule Resources New Projects Schedule Resources Project Budget The Quality Control protocol requires our professionals to review the deliverables at various stages of completion. This team project approach is formulated from similar experiences and offers an aggressive and innovative means to accomplish the work while incorporating sound survey judgment and Quality Assurance /Quality Control procedures through every phase of the project. Work Order Administration - City of Miami Beach identifies a need for survey services. °' - Consul-Tech Project Manager contacted by the City to assist in the preparation of scope. - This may involve a site visit with the City's Project Manager, consultant and/or subconsultant. - Technical requirements and deliverables are discussed at this time. - Consul-Tech prepares technical and fee proposal to include schedule. - The City reviews proposal. - Negotiations finalized. - Written work order issued as authorization to proceed. Performing the Work - The Consul-Tech Team holds an in-house kick-off meeting to discuss objectives, methodology, procedures, timetable and deliverables. - Consul-Tech secures all research data (project control, maps, field books, etc.). - Survey operations begin. - Crews debriefed and fieldwork checked daily. - Weekly safety meetings begin. (Standard practice to assure that all safety procedures are being followed and to identify specific project safety issues.) - Weekly progress reports prepared. - Daily processing of field data. - Preparation of project deliverables (ongoing). - Weekly staff meeting for monitoring progress and schedule. - Field and office work proceeds to completion. - Review of work product by Quality Control Team Members. - Final revisions. Submit project deliverables. We will consistently provide you with a proactive approach through research and a sound understanding of our assignment needs in order to develop the most appropriate, efficient and cost effective approach to each project. Our past experience on multiple continuing services contracts indicates that this approach will result in a substantial savings of time and money for the City. ConsulTech SURVEYING 8 MAPPING , I N C . REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 METHODOLOGY AND APPROACH (cont) In order to accomplish the work in the required timetable, the consultant team must have full understanding of the technical requirements. Equally important is having a complete understanding of how the administrative and management aspects of each work order must be structured in order to meet those schedules. Consul-Tech has worked with more than a dozen Continuing Services Contracts for various FDOT Districts, counties, municipalities and agencies. Following is a typical project approach for representative types of projects which may be required in such a contract: Topographic Surveys • Consul-Tech utilizes the newest technology when performing topographic surveys. Depending on the conditions, Consul- Tech will use Robotic instrumentation, GPS, 3D Laser Scanner, CEFB or TDS Data Collection to complete these surveys. With the use of this equipment, Consul-Tech can complete very large areas in a relatively short time. With the use of Microstation, Autocad and Caice, Consul-Tech can provide Digital Terrain Models at any specified contour interval, as well as two dimensional drawings with profile views if needed. The information collected in the field, since it is collected digitally, is immediately downloaded into a database. This method eliminates any "human" error and has proven to be a substantive time saver as the information is almost immediately available to the CADD technician working on the project. Boundary Surveys The most critical element in performing a boundary survey is the initial research of the property, as well as an extensive review of any and all matters of record which affect the property, as reflected in a title report or commitment. A clear and correct legal description must be calculated and written to reflect the boundary. The legal description should also be checked against any adjoining properties to insure that there are no "gaps" or "overlaps" which may affect the subject properties. Once the legal description has been created and/or verified, a field crew is dispatched to the property in order to locate any sectionalized land corners or other monumented corners that have been referenced in the legal description. If the monumented corners are found, a field traverse is completed around the property. Once adjusted and checked for accuracy, the traverse is used to find, set, or re-set any corners along the boundary of the subject property. If the monumented corners are not found, then additional field work is performed in order to gather sectional information needed in the re-establishment of lost or obliterated corners. Once calculated and re-set, a Certified Corner Record form is completed and filed with the appropriate agencies. Consul-Tech has extensive experience in the re-establishment of lost and obliterated corners, having retraced a number of sections throughout south and central Florida. The final phase of a boundary survey is to locate any improvements specified by the client and prepare a sketch of survey depicting the results. All completed surveys are then checked for errors and MTS compliance. Consul-Tech has developed a QA / QC plan that addresses all aspects of the survey. ConsulTech 6 SURVEYING b MAPPING, INC. REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 METHODOLOGY AND APPROACH Icont) Construction Layout, As-built, and Quantity Surveys • When performing construction layout surveys it is our policy to first obtain the construction plans in hard copy or digital form. These plans are reviewed and when necessary computa- tions are made to facilitate the staking of improvements. Communication with the project manager would be made to clarify exactly the scope as it relates to construction services such as what is to be staked, offsets, grades, and timing of staking. Control for the stake out will be identified and veri- fied prior to staking improvements. When the staking is com- plete our firm checks the field notes (standard and digital) within 24 hours to verify the stake out. Quantity surveys are performed on a wide variety of projects. The most common would be exca- vation projects. Pre-construction data would be gathered within the limits of construction and in most improvement construction plans there are pre-construction conditions identified. At the completion of construction or at previously set intervals for calculation interim payments, the post- construction data would be gathered. The type of data gathering and intensity of data would be pre-determined to insure the calculation of accurate quantities. One alternative to cross-section, average end area computation of excavation volume is to com- pute apre-construction and post-construction digital terrain model and compare the difference, which would be the volume. The deliverable would be a map of the pre and post-construction val- ues together with a report of the volume. Our 3D Laser Scanner provides unequalled accuracy in constructing Digital Terrain Models for quantity calculations. • When providing record or As-built surveys it is important to observe the locations of the con- structed improvements based upon the horizontal and vertical control identified in the construc- tion plans. By holding the plan control, it provides the continuity and accurately reflects the con- structed items relationship to the design position. There are several methods to accomplish as-built measurements. One method is by simply marking the horizontal locations and the vertical measurements directly on the construction plans as the construction proceeds (ongoing or daily monitoring). Another method is to provide a separate survey depicting the loca- tions in relation to the control identified in the construction plans. Sometimes the "as-built" information is needed for design consideration and an independent survey to ob- tain older as built information is required. Consul-Tech is versed in acquiring the required information that the client needs. From ual as built services on projects like baseball stadiums and arenas, to linear road projects, on condominiums, Consul-Tech has the knowledge and expertise to achieve the goal. providing contin- to final as-builts ConsulTech SURVEYING 8 MAPPING , I N C . REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 METHODOLOGY AND APPROACH (cont) Horizontal and Vertical Geodesic Control Surveys • All horizontal control points will be set and referenced to published NGS control points established by GPS or conventional observation. Horizontal control points will be set in intervisible pairs to support conventional survey connection to existing monumentation. • Consul-Tech will utilize Trimble 4000 SSE and SSI Dual-Frequency Receivers for all Static Control Surveys. A minimum of three receivers will be operating at any given time. Five receivers can be made available for tasks that warrant a larger field staff and fewer field days. A preliminary sketch showing the proposed network will be sent to the County for approval. Attached to the sketch will be the approximate location of proposed monuments, as well as the published control in the area. A minimum of four published control points would be proposed, with at least three of those having a vertical component published within the accepted tolerance. A schedule of observations, with redundant visits to stations will be proposed. Desired accuracy from the vertical component will require longer observation times, as well as the satellite geometry being of certain "balance" or separation, i.e., satellites overhead lend strength to the vertical and therefore the position of these during the station observations needs to be carefully considered. With today's satellite availability, usually atwo-hour observation and redundancy will yield excellent vertical results. During these observations, a vertical dilution of precision needs to be held to a 4.0 or less to accommodate the strength of figures necessary to limiting the vertical error. The processing of GPS data will be accomplished using Trimble Geomatics Office. A minimally constrained first effort will be made to ascertain the strength of the control used and then proceed to fully constrain all published control, to achieve final values on the newly established control points. • Consul-Tech Surveying and Mapping, Inc. utilizes digital technology, specifically the Topcon DL- 102 Digital level. We use this equipment on primary level runs to establish benchmarks. When used in record mode this level eliminates the human errors of misreading the level rod, incorrect level notes, and transposition of numbers. The data for the run is stored in the level until downloaded and multiple mile runs can be accomplished easily. This instrument has the capability of verifying distance prior to recording the shot to insure that you are within parameters for balanced turning points. We have found through extensive use of the level that planning the level route and marking the route at 250-foot intervals prior to the level run expedites this process. This makes the checking of the distance with the level prior to the shot unnecessary. Comments can be added at turning points to identify features or benchmarks that are within the level run. We can also obtain and identify side shots, which will not be a part of the level run, but is data necessary to obtain at the time the crew is in the area. Once the level run is complete and the data is downloaded, the raw data is saved in the project file. The level run is then adjusted using the Starlev Least Squares Adjustment Program. The raw data downloaded from the level is used within this program and eliminates the human errors of misreading notes and not entering data correctly in the reduction and adjustment programs. After the level run is adjusted and the closure report is finished, this data is also placed in the project file. All of the reports can be transferred in a text or word format. ConsulTech SURVEYING 8 MAPPING , I N C . REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 METHODOLOGY AND APPROACH (cont) SPECIALIZED SURVEYS Hydrographic Surveys /GPS Digital Echosounder Merging Real-Time Global Positioning (GPS) with survey-grade Digital Echosounder, Consul-Tech Surveying and Mapping, Inc. is now utilizing a proprietary, three-dimensional data collection system. This addition to the Consul-Tech "toolbox" can provide unsurpassed, robust data collected from lakes and estuaries, up to offshore tidal applications. The flexibility and portability of the equipment allows the surveyor to adapt to ever-changing field conditions. The efficiency of this hydrographic /GPS system is in its 0.10 foot accuracy of two separate vertical planes, while being fixed at the centimeter level horizontally. That is, the top of silt layer and the bottom of silt (hard surface /refusal) elevations are recorded simultaneously, creating a file in Real Time of X, Y and Z1 and Z2 (where sediment is concerned). Consul-Tech also utilizes a dual frequency Digital Echosounder which enables us to simultaneously collect hydrographic information such as top of silt layer and lake "hard bottom". This continuous, uninterrupted data collection is performed at a rate up to ten times the rate of conventional cross-section surveying, when considering the time needed for tag line -type cross sections. Collecting at a rate of one per second, or even one every five seconds in a boat with trolling motor, stores a steady stream of data in the thousands of points compared with only a fraction of that which could be collected in the same distance in a conventional manner. In short, conventional cross-section surveying can never address the condition of the lake between stations, whereas the Consul-Tech system provides an abundance of data in just a few feet. The information received from the echosounder is easily converted to ASCII format for import into any modeling program such as AutoCAD or microstation. Once entered into a database in one of these programs, a digital terrain model is easily produced, and cross-section profiles generated in a very short time-frame. Right-of-Way Surveying and Mapping • Consul-Tech's first objective when performing a Right-of-Way survey, is to obtain all available information such as existing maps, plats, construction plans, historic baselines and field books. Utilizing this information, an alignment is then calculated and tied to the nearest sectional corner. Any field evidence found is located and tied to the alignment for further support. A Control Map is generated which depicts both graphically and mathematically, the information used to generate and "prove" the right-of-way alignment, as well as the alignment itself. Simultaneously, while the field crew gathers support evidence for the alignment, topographic information will be collected, (if not provided), so any encroachments can be shown. Right-of-Way Maps are then prepared utilizing the control map as a basis. These maps will depict any recorded plats along the corridor, the alignment, topographic features, and any other pertinent information requested by the County. Consul-Tech has prepared complete Right-of- Way Maps for FDOT projects up to 33 miles in length. ConsulTech SURVEYING 8 MAPPING, INC. REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 METHODOLOGY AND APPROACH (cont) Consul-Tech has worked on a number of projects with various photogrammetric firms throughout the state. Some of the support services we provide include aerial targeting, collection of photo-identifiable objects, provision of X, Y, Z photo control, providing supplemental topography data in obscured areas, ground truthing and test profiles. We have supported photogrammetric projects ranging from large scale drainage basins using fixed wing aircraft to transportation corridor design surveys using helicopters and LAMP technology (Low Altitude Mapping Photography). 3-D LASER SCANNING Consul-Tech has recently added a 3D Laser Scanning System to their arsenal of high-tech surveying and mapping capabilities. The Scanner produces 3D surface geometry of all exposed surfaces within its variable measurement area. After initially taking ahigh-quality digital image of the area to be scanned, the 3D Laser Scanner then digitally captures that same image in the form of 600,000 to 800,000 individual point locations, each consisting of an X, Y and Z, (Fasting, Northing, Elevation) coordinate value. Within minutes, the 3D image is transferred to the laptop where an instant "drive-thru" can be performed utilizing the mouse to either drive down a highway or get a "birds-eye" view of the image just collected. After an area has been scanned and transferred to the laptop PC, the Scanner is moved to its next location. By utilizing an "overlap" area, the software can automatically "crop" the individual images to ensure a smooth seamless continuous 3D image. The software can produce either a 2D or 3D image. It can also be set-up to establish feature codes for specific points used in data management of the various improvements. Because of the density of the captured data "point cloud", cross sections can be cut at any interval. The 3D Laser Scanning System will offer better quality results with a more accurate and complete image of existing conditions. It is utilized a great deal in historic restoration projects where preservation of historical integrity is important. The System will also virtually eliminate the need for a return visit to the site due to missed or an incomplete field location as is common in conventional surveying. Lastly, there is improved safety for the survey personnel because the System does not need to physically occupy points in dangerous locations in order to perform the scan. This system can be used on a number of applications. From capturing building facades and streetscapes in historic districts for later reconstruction, golf course re-design, the 3D files from the scanner will capture the existing slopes with a degree of accuracy unequalled by convention methods.) Other applications include bridge surveys, quantity surveys and in some cases, highway design surveys. Where ever there is a need for extremely accurate and detailed data and/or safety cannot be achieved by conventional methods, the Laser Scanner is unsurpassed by any other survey instrument. Recently Consul-Tech utilized 3D Laser Scanning to survey the 2' x 10' reflector ceiling panels at Miami International Airport. The ceiling panel specifications required that there be 1 /8" inch or less deflection in any 10 foot direction. The ceiling was over 40 feet high. Panels were scanned and over 70 cross sections were cut to show the deflection in each panel. ConsulTech ' ° SURVEYING 8 MAPPING , I N C . REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 METHODOLOGY AND APPROACH (cont) F.R. Aleman & Associates, Inc. Understanding & Approach to the Scope Subsurface Utility Locating The FRA Team uses state-of-the-art vacuum excavation equipment to obtain the exact positions horizontally and vertically of existing utilities in conflict with proposed structures. Approach The critical path of events for locating is described as follows: 1 . The FRA Team will coordinate with THE CITY to establish limits of investigation, the nature of the proposed work on site, utilities in possible conflict with proposed construction and other unusual situations which may relate to the project. The FRA Team's crew will be mobilized in less than 24 hours (1 crew) 48 hours (2 crews). 72 hours (3 crews) for this project. 2. Prior to excavation, The FRA Team will examine and obtain permits required to perform the requested services. 3. The FRA Team will coordinate with all the concerned parties as required to insure efficient completion of the service. All regulations and laws regarding notification of utility companies, including Florida Statute 556.101-111 and "Sunshine State One-Call". 4. A Maintenance of Traffic Plan will be developed upon evaluation of the site conditions in accordance with MUTCD and Index 600. The MOT plan will be submitted to the appropriate CITY office. The project schedule will also be coordinated with the City. 5. The FRA Team will investigate all appropriate records which include, drawings, plans, plats and maps obtained during the research phase of the project. 6. By using the plans supplied by THE CITY, The FRA Team will check any proposed structures that may be in conflict with existing utilities. 7. The FRA Team will determine horizontal locations of buried utilities at the exact point of possible conflict with the City's proposed construction. A second scan of the proposed features will be conducted to search for utilities which may not appear on available records. 8. The FRA Team will excavate test holes not to exceed 225 sq. in. to expose the utility in order to investigate, evaluate, measure and record the following information: a) Horizontal and vertical location of top and/or bottom of utility referenced to project datum, tie all vertical control to NGVD 1929 datum using third order three-wire method; b) The elevation of existing grade over utility at test hole referenced to project datum; c) The outside diameter of utility and configuration of none-cased multi-conduit systems, compositions, when reasonably ascertainable; d) Paving thickness and type, where applicable; e) General soil type and site conditions; and ~ Other pertinent information reasonably ascertainable from test hole site. 9. Backfill the test hole with the select material compacted in lifts to prevent later subsidence of the test hole. 10. Provide permanent restoration of the pavement within limits of the original cut. When test holes are excavated in areas other than roadway pavement, these disturbed areas shall be restored as reasonably possible to the condition before excavation. FRA will guarantee pavement restorations for 3 YEARS. 1 1 . Furnish and install permanent markers directly above the centerline of the utility structure and in each excavated test hole and record the elevation of the above ground marker. 12. Record location of the survey marker and reference to project control and datum. 13. The FRA Team will perform survey to the level of detail required by the City. 14. Review and compare utility records with survey information and resolve any conflicts prior to proceeding with test hole data reports. 15. Produce location of vacuum excavation in CAD files by station and offset supplied by survey subconsultant. Convert any pertinent CAD files to a compatible format. 16. Submit final deliverables to the City. ConsulTech SURVEYING & MAPPING , I N C . REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 METHODOLOGY AND APPROACH (cont) QUALITY CONTROL /QUALITY ASSURANCE PLAN A successful surveying firm is one that has set high standards for itself and has assured those standards are met by implementing a stringent Quality Control /Quality Assurance (QC/QA) Plan involving checklists, back checks, field inspections, Project Manager involvement, and peer reviews. Consul-Tech employs the following procedures: Field 1. Professional Review -All field notes are reviewed on a daily basis by a Professional Surveyor and Mapper to assure conformance with minimum technical standards, they are in form and format required by the client, and that information gathered for the project is accurate. Communication -Crew chiefs, technicians, project surveyors and managers must have a thorough understanding of their objectives and the procedures. Consul-Tech conducts an in-house kickoff meeting designed to clarify the objectives and the procedures established for the assignment. Field Inspections -Regular field inspections are conducted by our Project Surveyor on all projects to assure that the work is being performed in accordance with those objectives and the procedures required for that project. These inspections would also include the boundary line review to assure that proper marking, blazing, and/or painting has occurred. 4. Checklists -All data files, field notes, sketches, and other gathered data is reviewed by a Professional Surveyor and Mapper during the ongoing operations as well as by the QA/QC review team prior to submittal. Copies of these checklists become a permanent document in the project files. Map and Plat Production A detailed QC/QA Plan has been formulated for the production of all maps, plats, etc. generated from our Survey office. The foundation for this plan is based on the following three (3) elements: Professional Competence -Consul-Tech has assembled a capable project team with the skills and experience necessary to competently address every task. As professionals, individual Consul-Tech team members accept their responsibility to review and verify their own work product before it is submitted. 2. Effective Tracking and Reporting Procedures -Consul-Tech project Surveyors track each step of the preparation of plats, maps, documents, work products, etc. by utilizing a hands on approach to map preparation. Standard color codes (red for mark-up, yellow for work completed, green for checking and black for information) are utilized throughout the mapping effort to assure all pertinent information reaches the final product. Consul-Tech's Plan is a systematic review that documents all findings. This documentation, including mark-up copies, may be submitted with reviews should the client request the information. Consul-Tech's detailed and comprehensive Plan will facilitate the Client's review. 3. Peer Reviews -Qualified personnel will be members of a Peer Review Team that will examine all work products prior to submission to the Client. The team assembled for each project could vary depending upon who was fulfilling the project surveyor's role. Be assured that under no circumstance will the same surveyor preparing the map be responsible for the internal review of that product. The peer review process not only includes examination of maps, but will also explore the work effort that went into them. ConsulTech ' 2 SURVEYING 8 MAPPING , I N C . REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 METHODOLOGY AND APPROACH (co When appropriate, members of the Peer Review Team will also serve as additional resources for the Consul-Tech team members to discuss particularly challenging problems. The team's vast experience provides Consul-Tech and the Client with a wealth of knowledge that covers almost any issue that could arise. The following QC/QA activities will be put into effect for any task orders authorized. A. All participants in the Consul-Tech Team will review the Scope of Services and appropriate criteria for each assignment of that task order. Once received or established, Consul-Tech will adhere to the same procedures for CADD symbology, format, and geometry annotation for all products to be delivered to the County. Periodic internal meetings will be held to review ongoing activities and reinforce assurance of the quality of each product. Each participant (field survey, mapping, review) of a component document will coordinate with the others to insure their work interfaces properly. C. Digital format, symbology, Level/Layer control will be adhered to for all mapping efforts. Upon submittal of digital mapping files, virus scan and certification from Consul-Tech for the submittal will be provided to you for your records. uality Control Procedures for Static GPS Networks 1 . Construct New Horizontal Station A. Set concrete monuments with standard disk B. Set necessary fiducial points C. Stamp each new station D. Reference Sketches E. Obstruction Masking Reports F. Field Station Reports Observations A. Measure baselines B. Static observations, sessions 30 to 60 minutes long (as needed) C. Occupy each station twice Processing A. Utilize Trimble GPS survey software B. Develop Day files 4. Adjustment A. Observations to be adjusted via Geomatics Office software QA/QC Adjustment A. Adjustments reviewed by Professional Surveyor and Mapper 6. Submit final adjustments to Client for review 7. QA/QC Deliverables A. Consul-Tech to review all deliverables prior to submittal to Client ConsulTech ' 3 SURVEYING d MAPPING, INC. REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 METHODOLOGY AND APPROACH (cont) QUALITY ASSURANCE PROCEDURES FOR SURVEYING IN THE RTK /GPS ENVIRONMENT Using high precision survey -grade GPS can provide superior results when applied in a conscientious manner consistent with prudent land survey practices. This resultant quality can be totally absent without an awareness of how precision in the hardware is dependent upon the surveyor to make good decisions. To produce an accurate product, one must turn first to the quality of the operation, the practice of precision. Even today's high-tech surveyor must be aware of the types of errors inherent to GPS and how to reduce or even eliminate most of them. Consul-Tech has adopted the following operational standards that assure the quality of the result when using RTK /GPS: The use of a fixed height rover pole is mandatory when the vertical result is a requirement of the survey. 2. When starting an RTK survey, the first recorded data point shall be a known point having X, Y and Z values. This checks both the base set-up (antenna height) and the rover antenna height assignment. 3. The use of less than 5 satellites can cause data to be suspect. Added checks to known control are recommended. 4. Check threaded connections on the rover pole periodically to assure fittings are tight. Mud and debris can build up especially in the threads on the point or foot of the pole. 5. View satellite configuration on the controller screen for overhead satellites. The absence of these can cause weak results in the vertical. 6. Monitor radio modem frequencies for interference from others. Receiving data from a base station other than your own could cause obvious blunders. 7. Add redundancy to GPS observations with the use of two base stations. Run project with one, then the other, or if preferred, one can change data packet reception as a toggle in the survey controller, thereby collecting with one base, then the other, in a linear progression. 8. Discard existing initialization several times throughout the survey and re-initialize, checking the previous observation. The results should be the same. 9. Check to any available control and enter the observation in the controller. 10. Base station set over a known point having optimum sky and minimum multi-path possibilities. Reflective surfaces from signs, buildings, vehicles and tree canopy cause multi-path, which is reflected signal from the satellite that causes timing errors and as a result, suspect data. This can also occur at the rover. 1 1 . Check to a known point for the last observation and record for quality assurance. The above procedures have been adopted in the form of a checklist by Consul-Tech and are required to be completed and signed by the GPS surveyor in the field. This checklist is reviewed and initialed by a Professional Surveyor and becomes a permanent record in the project file. ConsulTech 14 SURVEYING & MAPPING, INC. REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH SURVEYING 8 MAPPING. INC. REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 QUALIFICATIONS OF TEAM Organizational Chart m MIANIIBEACH ConsulTech SURVEYING 8 MAPPING, INC. Michael Platt, P.S.M. ~ I Selvin Bruce, P.S.M. I I Joseph Boggs, P ns ~ ~ ~ GPS Survey Technicians Subsurface Utility Photogrammetry 5 Local Crews Luis Gutierrez Engineering Raul Rodriguez Jorge Munoz FR Aleman IF ROOKS Pete Flores Alex Redero Arsenio Lopez PROPOSED TEAM Michael Platt, P.S.M., President of Consul-Tech will be the Principal-in-Charge of this project. Mr. Platt has the entire resources of Consul-Tech at his disposal to assure the successful completion of any project. Mr. Platt has many years experience dealing with our clientele, from private sector to public. He has a strong understanding of this business and knows the needs of our clients and what it takes to get a project completed on-time and on-budget. He is known and respected throughout the surveying community. It will be his responsibility to make sure all your needs are met by our staff. Selvin Bruce, P.S.M. will serve as the Project Manager for this contract. All of the day-to-day coordination for all work efforts will be under the direction of Mr. Bruce. Mr. Bruce has spent most of his surveying career in Miami-Dade and Broward Counties. Mr. Bruce has been involved in many Miami-Dade County projects, various FDOT projects, Miami-Dade County Aviation projects and various projects with the City of Miami. Joseph Boggs, P.S.M., Contract QA / QC Manager, has over 30 years experience, is past President of the FSMS and regularly teaches continuing education programs for the Society. PERSONNEL The quality of the personnel assigned to this contract is of critical importance. The professionals proposed ..herein have the knowledge, background and experience necessary to provide prompt and accurate service, 'eased on sound surveying practices and good common sense. We believe the qualifications, experience and track record of the team proposed by Consul-Tech for this contract sets us apart from all others. Consu.lTech ' 6 SURVEYING 8 MAPPING . I N C . REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 QUALIFICATIONS OF TEAM (cont~ The proposed team includes a depth of professional land surveyors to assist the Project Manager, Selvin Bruce, P.S.M. Besides the professional qualifications, the proposed team has extensive background in management and administration of public sector survey contracts. We chose Mr. Bruce to serve as Project Manager because of his broad experience and his motivation to excel in his work. Mr. Bruce has the desire to make your experience with Consul-Tech on this contract a very successful one. The Team we have chosen has direct knowledge and experience of the variety of types of surveying identified in the RFP. Consul-Tech's surveyors have been providing surveying services for these types of projects for the past 21 years. Our experienced crews have assisted on high profile jobs such as the US-1 Mitigation project in Miami-Dade and Monroe counties and the SW 8`h Street Project in Miami-Dade County. We worked on the 22-mile C-9 survey for SFWMD and have had miscellaneous services contracts with Miami-Dade County Aviation Department. Our South Florida survey operations currently has over twenty six employees with five (5) survey field crews, two (2) Professional Land Surveyors and four (4) Survey Technicians. Statewide we have 1 5 survey crews, 9 Professional Surveyors and 9 Survey Technicians. As detailed previously, Consul-Tech Surveying and Mapping, Inc. is structured throughout the organization to facilitate cross utilization of field and office personnel. Thus, there are more than adequate resources available to fulfill this contract. ConsulTech " SURVEYING d MAPPING, INC. REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 STATE DEPARTMENT OF PROFESSIONAL REGULATIONS LICENSE AC>~ 17 9 $ 7 71 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REC3ULATION BOARD OF PROF SURVEYORS & MAPPERS SEQ#L041Z2300803 CONSUL-TECH SURVEYING & MAPPING, INC. 3141 COMMERCI3 PARKWAY MIRAMA.R FL 33025 Jv8 BJSii GOVERIdCR ConsulTech ~~ SURVEYING 8 MAPPING . I N C . DIANE CARR n~cpi ov oc QFni nRFn RY : AW SECRETARY 1~ The SURVEYING & MAPPING BIISINE33 Named below I3 CERTIFIED Under the provisions of Chapter 472 FS. Expiration date: FEB 28, 2007 REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH SURVEYING 6 MAPPING. INC. REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 MINIMUM REQUIREMENTS AND QUALIFICATIONS Team Experience Consul-Tech Surveying & Mapping, Inc. was incorporated in 2001, previously part of Consul-Tech Engineering, Inc. established in 1982. As such, Consul-Tech has been providing surveying services to Florida's public agencies, as well as private markets, for more than twenty (20) years. The median years of experience of our professional staff is twenty six (26), and the Project Manager, Principal-in-Charge and QA / QC Manager have spent their entire careers in Florida. They understand the business climate, have experience with all the agencies and have extensive knowledge of the region and potential risks that may cause delays and / or adversely affect projects throughout this contract. Consul-Tech Surveying & Mapping, Inc. has managed Continuing Services contracts for more than a dozen state, county, municipal and government agencies, including multiple back to back contracts for many of these clients. We understand that we may be doing multiple projects simultaneously and the need to work closely with the City, seamlessly and as an extension of staff. We also understand the need to be prudent stewards of public funds, and approach every project with attention to careful planning and budget controls. Consul-Tech Surveying & Mapping, Inc. has never had any legal claims or breach of ethics complaints. t» I.F. ROOKS & ASSOCIATES, INC. PHOTOGRAMMEfRY Dbprtea, LNi~arlota ssd Def~rNs It is emified that I. F. Runts & Associates, Inc. ror its principals hus had any legal claims against any member o(Ihe team alleging errors and/or omissiuna, ur any breach of professional e[hics. including Ihoac smkd out oC court, dtuing the past five (S) yan." C _ er: ~_ .O Edwaod-k4. RoO~s ~-_.. Via Pmideol base: December. 1.2006 106 N. W ORANE STREET PHONE (8131 752-21 13 PLANT CITY, FLORIDA 33563 FAX [813) 752-3102 R ALEMAN & Associates. Inc. crNSm.rao sl+so~as a suavaroas www.FR-Alanai.sgn f 0185 N W {1 $aM, 8uib 738 MeM. F1aWa 13[78 TEL [loN 581-B7T7 FAX: (185) 598~a]Ia gecemcer 4, 20ph CONSUL-TECH ENTERPRISES, INC Attn: Ms. Michele P. Guest 2828 Etlgewater prye Orlando, FL J2aoa RE: CITY OF MIAMI BEACH CITYW IDE SU RVEYI NG, TOPOGRAPHICAL 3 MAPPI NG SERVICES RF:y-Cl-C6~07 .cam E>¢enence Oear Ms. Guest: F.R. Aleman &! elates, Inc. ~s .rot irrvol vad in any legal claims against any mertoer of the team alleging and/or omissions, or arty [:reach of professional a[hics, inclutlirg those settled out of court, during the pas:r5 years. sincerely, T ,~ ~lllaw- Frank R. Alerrren, P.E. Presitlent Miami - Odaodo - Tamin - foc6~somille - Ta11W~aasee ConsulTech 20 -~ SURVEYING 8 MAPPING, INC. REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 MINIMUM REQUIREMENTS AND QUALIFICATIONS Project Manager's Experience Mr. Bruce has twenty four (24) years surveying experience with both the public and private sector. His emphasis has been Public Sector project management. He has managed projects of all types including boundary surveys, topographic surveys, sectional surveys, construction layout for buildings and roads, land development surveys, project designs and right-of-way surveys, specific purpose surveys, preparation of control surveys and right-of-way maps. As Vice President of Consul-Tech Surveying & Mapping, Inc., he has the authority to see that all necessary resources are engaged to meet the expectations of the City. He has managed projects similar to the tasks specified in the Scope of Services. In particular, Mr. Bruce was the Project Manager for Miami-Dade County Public Works. This project involved High Accuracy, Second Order Class II, Survey for Metro Mover throughout the downtown area of the City of Miami to include Right-of-Way Mapping, topographic survey and ultimately construction layout and As-Built. In addition Mr. Bruce managed the following project: City of Miami Dade, Design District which consisted of full Control and Topographic Survey extending from S.R. 5 to the West 5 blocks and from NE 46 Street South, 10 blocks, including the location of all utilities, drainage information, soil borings and cross sections. ... Other projects of significance include: North Canal, Dade County- Project consisted of preparation of Topographic survey, Right-of-Way mapping and monumentation. Survey Project limits 10 miles. Graham Dairy Canal, Dade County- Project consisted of preparation of Topographic survey, Right-of-Way mapping and monumentation. Survey Project limits 12 miles. S.R. AIA, Palm Beach County- Project included preparation of Right-of-Way mapping. Project limits 4 miles starting at the Breakers northward. David Blvd., Broward County-Design survey consisting of digital terrain model, drainage survey from I- 95 west to S.R. 441 -95 Okeechobee Interchange, Palm Beach County, Project consisted of the preparation of control survey resulting in the preparation of Right-of-Way mapping. Total length of project 2 miles. N.W. 135T" Street, From S.R. 9 to US 441,Miami Dade County-Project included topographic survey, cross sections, drainage and utility survey for design and construction purposes. U.S. 1 (S.R. 5) from 216th to 220th Street (Route Survey). S.R. 826 Miami-Dade County, Florida-Project included preparation of project network control sheets, full topographic and digital terrain modeling, drainage and utility survey all tied into Florida State Plane Coordinate System North American Datum 1983/90 readjustment and National Geodetic Vertical Datum of 1929 (NGVD 29) S.R. 826 (Palmetto Expressway) Interchange at Miller Drive, State Road 874 and Bird Road, Miami '~ Dade County, Florida-Project consisting of sectional survey, control survey, drainage and utility survey, Project Network Control Survey, location of soil borings, full digital terrain modeling, and preparation of Right of Way Map all tied into Florida State Plane Coordinate System North American Datum 1983/90 ConsulTech 21 SURVEYING 8 MAPPING , I N C . REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 MINIMUM REQUIREMENTS AND QUALIFICATIONS Project Manager's Experience (cont) Broward Boulevard, Broward County- Project consisted of full digital terrain modeling, topographic survey, drainage survey, utility survey, canal soundings, bridge survey from S.R. 441 to University Drive. Partial List of Projects Topographic Survey: ^ U.S. 1 , St. Lucie County ^ S.R. 61 5, St. Lucie County ^ S.R. 80, Palm Beach County ^ S.R. A-1-A, Palm Beach County ^ Davie Boulevard, Broward County ^ I-95 Okeechobee Palm Beach County ^ N.W. 1 35th Street from State Road 9 to U.S. 441 (Route Survey) ^ A-1-A (Collins Avenue) from 5th Street to 41st Street (Route Survey) ^ U.S. 1 (State Road 5) from 216th to 220th Street (Route Survey) ^ S.R. 826 Miami-Dade County Right Of Way Mapping: '° ^ S.R. 80, Palm Beach County ^ S.R. 61 5, St. Lucie County Control Survey and Right Of Way Mapping: ^ S.R. 826, Miami-Dade County ^ S.R. 836, Miami-Dade County Miami -Dade County Public Works: ^ High Accuracy, Second Order Class II, Survey for the Metromover, Proposed Extension Construction Layout and As-Built: ^ Dadeland Mall ^ Kendall Lakes Elementary School ConsulTech 22 SURVEYING A MAPPING, INC. REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 MINIMUM REQUIREMENTS AND QUALIFICATIONS Similar Projects City of Casselberry City of North Bay Village Florida's Turnpike Enterprise (2 consecutive contracts to date) FDOT District's Four, Five & Six -, warE r. 0 ~~~ ~~ Q `~ .r } ' s ~- ; !'+ -I z a ~ a y U f (~ i ~~~7ED h/1f~~ Central Broward Water Control District ConsulTech South Florida Water Management District Miami Dade Parking Authority City of Orlando (3 contracts to date) Miami Dade County (DERM) 23 SURVEYING & MAPPING, INC City of~acksonville Suwannee River Water Management District REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 MINIMUM REQUIREMENTS AND QUALIFICATIONS Similar Projects (cont) Department of Environmental Resources Management Miami-Dade County 33 S.W. 2"d Avenue, 3'd Floor Miami, Florida 33130 Eduardo Vega (305) 372-6886 vegaeC~miamidade.gov Design Survey Miami-Dade County submitted to the Federal Emergency Management Agency a claim for damages offered to its road infrastructure due to flooding experienced during Hurricane Irene (October 1999) and the No-Name Storms (October 2000). The claim for these two storm events also resulted in the funding of four major programs, for which Consul-Tech was contracted to assist DERM as a Coordinator for the ,.._ Program: Drainage System Cleaning Cleaning 1 10,000 drainage structures $1 7.5 million budget Road Restoration Restoration of county roads to mitigate flood- ing in the future 922 sites $55 million budget Drainage Replacement Program 2,085 Sites $347 million budget Canal Dredging Program Dredging 74 secondary canals - approximately 200 miles $235 million budget Consul-Tech Surveying & Mapping was employed to perform design surveys needed for the reconstruction and redesign of various roadways and drainage systems. Utilizing the latest data collection technology, Consul-Tech located over 250 roadways through Miami-Dade County. Our field staff was charged with locating edge of pavements, trees, crown of road, sidewalks, driveways and other above ground improvements. Cross sections were taken at 50' intervals for design purposes. Consul-Tech drafted each individual site separately, including a graphic baseline. ConsulTech 24 SURVEYING 8 MAPPING. INC. REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 MINIMUM REQUIREMENTS AND QUALIFICATIONS Similar Projects (cont) 1-95 Advanced Right-of Way Surveying & Mapping Miami-Dade County, FL FDOT District Five 719 S. Woodland Drive Deland, FL 32720 Robert McDaniel, P.L.S. (386) 943-5264 Deborah Mott, P.S.S. (386) 943-5116 Establishment of Geodetic Control, Primary Control and networks, original monument recovery and alignment retracement, retracement of surveys for 44 land sections, boundary determination for 25 subdivisions, right-of-way monumentation for 33 miles of the interstate corridor, title work analysis, preparation of Right-of-Way Control and Right- of-Way Control Maps, preparation of legal descriptions, State Road 70 - Okeechobee Road from County to McCarty Road St. Lucie County FDOT District Four Henry Oaikhena 3400 W. Commercial Blvd. Ft. Lauderdale, FL 33309 (954) 777-4455 Berman Road in Okeechobee This project involved retracement surveying of 28 land sections and 19 miles of Right-of-Way design surveys for an existing rural roadway. Included in the services were the establishment of geodetic control stations, topographic surveys, jurisdictional wetland surveys, cross sections, 25 square mile drainage survey, and the development of a digital terrain model of the existing surface. In addition, Consul-Tech prepared the Right-of-Way Control Map, legal description and Right-of- Way Maps for this project. Primary control was established using static GPS. Consul-Tech was one of the first firms in the state to gain approval by the Florida Department of Transportation for utilizing Real-Time Kinematic (RTK) GPS for certain aspects of the design survey. Several miles of wetland delineation and photogrammetric control were surveyed employing this technology. Many land section corners were recovered utilizing the "navigate to point" feature of RTK. ConsulTech 25 SUNV EYING 8 MAPPING. INC. REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 MINIMUM REQUIREMENTS AND QUALIFICATIONS Similar Projects (cont) Williams Island Miami Dade County, Florida Williams Island Associates 7900 Island Boulevard Miami, FL Contact name: Mr. AI Guttentag (305) 936-5700 Engineering and surveying for the entire 100 acre project. Work efforts included platting, condominium exhibits, and construction layout. In addition, Consul-Tech completed the full infrastructure backbone roadway, utility and drainage design. Civil engineering services included full water management, drainage, hydraulic designs, full utility system backbone, design of pumping stations, major force mains, water distribution, fire flow lines, and full electrical and gas services. Seminole 11 Expressway Seminole County Florida's Turnpike Enterprise Turnpike District Construction 1221 Rinehart Road Sanford, FL 32771 Contact name: Mr. Mike.Joiner, P.S.M. (407) 532-3999, ext 3637 Fax: (407) 822-6538 Consul-Tech provided CEI survey services to the Flor- ida Turnpike Enterprise for this project. This was a fast track project divided into three (3) separate con- struction contracts. Consul-Tech employed Static GPS to quickly validate the existing alignment control so that construction was not delayed. The District also approved for the first time the use of "ROBOTICS" To- tal Station (RTK) data collection for this project. All project as-builts were collected utilizing this system with a two (2) person crew and were provided to the Turnpike in Geopak. ConsulTech 26 SURVEYING b MAPPING, INC. REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 MINIMUM REQUIREMENTS AND QUALIFICATIONS Similar Projects (cont) Country Club of Mount Dora Mount Dora Florida, Lake County Client: George Wimpey of Florida Mr. Steve Parker 250 Park Avenue South, #302 Winter Park, Florida 32789-7014 (407) 628-1882 Project Completed in 2003 Platting, surveying, civil construction administration Development District. design, permitting and of a 429-acre Community Continuing Survey Services City of Orlando City of Orlando 400 S. Orange Avenue - 8`" Floor Orlando, FL 32801 Contact: Mr. Joseph M. Stokes, Jr., PSM (407) 246-3319 Consul-Tech was awarded three Continuing Survey Services Contracts with the City of Orlando between the years 1996 through 2000, and a subsequent three year contract in 2004. These projects ranged in nature from boundary and acquisition to engineering design and construction as- built surveys. Representative projects include a boundary and topographic survey for Cherry Tree Park, an engineering design and right of way acquisition survey for Mercy Road (From S.R. 50 to Silver Star Road) complete subdivision design surveys (College Park) Malibu Subdivision and Hidden Beach Subdivisions. Consul-Tech successfully completed numerous work orders under this miscellaneous contract. Currently Consul-Tech is providing topographic survey and Right-of-Way mapping of approximately 16,000 feet of new sewer lines in four (4) subdivisions. ConsulTech 27 SURVEYING 8 MAPPING , I N C . REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 MINIMUM REQUIREMENTS AND QUALIFICATIONS Similar Projects (cont) Miami Children's Hospital Medical Office Building &Helistop Miami-Dade County, Florida 3100 SW 62"d Avenue Miami, FI 33155 Rick Tobias, Director of Construction (305) 662-8204 This project includes the construction of a new elevated Helistop and a 68,000 sq.ft. Medical Office Building. The project includes major existing underground utility coordination and relocation. We provide Professional Surveying and Civil Engineering inclusive of the following: Boundary & Topographic Survey, Paving, Grading and Drainage and Water and Sewer Plans, processing of permits, and construction observation services. SilverLakes Miramar and Pembroke Pines, Florida Broward County Silver Lakes Partnership Mr. James Witt, P.E. 17351 W. Pines Boulevard Pembroke Pines, Florida 33024 (954) 436-8600 Consul-Tech provided civil engineering, construction administration/observation, platting, and surveying for the entire 2500-acre project including the total infrastructure design, water, sewer, roadway, paving and drainage. Consul-Tech also performed all construction surveying including the initial ground conditions staking for the lakes and canals, for pay quantities and performed final cross-sections for slopes and pay quantities. ConsulTech 2g SURVEYING 8 MAPPING, INC. REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 MINIMUM REQUIREMENTS AND QUALIFICATIONS Projected Workload Consul-Tech Surveying & Mapping, Inc. is currently working the following major projects: Central Broward Water Control District Right-of-Way Mapping. This project consists of 25 miles of secondary canals. We are presently using three survey crews, two survey technicians and two professional surveyors. We are expected to be completed by the end of February 2007. S.R. 860 - 3.25 Mile DTM Consul-Tech Surveying & Mapping, Inc. has been given a work order on the new contract from FDOT District 6 C-8L42. This work order consists of a full Digital Terrain Model along 3.25 miles of SR860 and should be completed by the end of March 2007. Lake Okeechobee hydrographic survey is expected to be complete by the end of January 2007. In addition there are several miscellaneous ongoing surveys such as construction layout, MDX surveys and several Right-of-Way Mapping projects with FDOT District 4 which are near completion. Because of our diversity of experience, professional qualifications, administrative skills, technical staff and state of the art technology we are able to meet the demands of any surveying project in a timely and economical manner. Additionally, Consul-Tech has implemented standardized processes and equipment throughout all of its offices so that resources and personnel can be allocated where needed. Therefore, the City of Miami can rely on all the resources of Consul-Tech Surveying & Mapping, Inc. Current and Projected Workload and Staff Availability ConsulTech 29 SURVEYING S MAPPING. INC. REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 MINIMUM REQUIREMENTS AND QUALIFICATIONS Proof of Insurance .A~OBI~, CERTIFICATE OF LIABILITY INSURANCE 06/29/20 6 P~~R (954)724-7000 FAX (954)724-7024 THIS CERTIFICATE IS ISSUED AS A MATTER O F INFORMATION Keyes Coverage, Inc . ONLY AND CONFERS NO RIGHTS UPON THE CERTIFlCATE HOLDER. THIS CERTIFICATE DOES NOT AMlND, EXTEND OR 00 Hiatus Road EXTENDED ENDORSEMENT AL OVERAGE AFF RDED BY 7H LL W. am~arac, FL 33321 Suzie B. x2235 suziabOkayescoverage.com INSURERS AFFORDING COVERAQE NAIL r INeuRED onsu -Tec urvey ng an Mapp ng, Inc. RVauRERA: Hartford Casualty Ins. [o. 29424 3141 Commerce Parkway P+suaERa AIG, Inc. 36587 Miramar Park of Comneree weuaeaa Miramar. FL 33025 INauREaD: FAX 1 (413) 832-5851 Cindi Metz INauREae THE POUCIE9 OF INSURANCE LISTED BELOW HAV£ BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTW RMBTANDINO ANY REOUIREMENI', TERM OR CONDRiON OF ANY CONTRACT OR OTHER DOCUMENT WRH RESPECTTO WHICH THI8 CERTIFICATE MAYBE 18SUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRI8E0 HEREIN IS 8U&IECT TO ALL THE TERMS, EXClUBI0N8 AND CONDRIONS OF SUCH POLICIES. AGGREGATE LIMRS SHOWN MAY HAVE BEEN REDUCED SY PAID CLAIMS. SCR TYPE OPWWRANC! POLICY NUYBlR PO Y PPlC1wE Y N UMRS GellRAL UABILRY 21UUNW34S2 06/30/2006 06/30/2007 EACH OCCURRfiNCE s 1 000 00 X COMMERCNLOEIBiRALLUUNLITY DAMAOETORENTEO s 300 00 CLAIMS MADE O OCCUR MED EXP (Arty ane gisan) S lO DO A X WAIVER OF SUB INCL IF REQ. BY CONTRACT PERSONAL4AOVINJURY s 1 000 0 GENERAL ApOREGATE i 2 OOO Y T APPLIES PER GEN'L AGGREGATE L G PROOUCTB-OOAWIOP A00 S 2 OOO 00 p p . POLICY X JECT LOC Aur x oaoBE.EwBBm ANY AUTO 21UENW5030 06/30/2006 06/30/2007 coaaNEOSINGLELIMr (FeAtdOeM) ` 1 000 00 ALL owNED AUTOS aCNEDULED AUTOS BoDILr uaAmr (PerpNedn) ~ A X x HIRED MITOS NON-0WNW AUTOa BODILY INA/RY lPU ewideml ~ PROPERTY DAMAGE S (Per wddW) OAMGBLWILffY AUTOONLr-fiA ACCIpENT ? ANY LTG OTHER THAN ~'~ S AUTOONLY: MG = BNCEBwrBRRULGIBAJTY UM62006630 06/30/2006 06/30/2007 EACH OCCURRENCE B 2000 00 X OCCUR ~CWM9 MARE AGGREGATE +_-- B 2000 DD B feted Oper. B 2 000 00 ceoucnal.E a X RETENTION S 1D, S WOR16aS CON PlNSATNxI AND WC A BMPIAYW' LIABILITY Y PROPRIETONPARTNERIEXECUnVE A E.L EACH ACCIDEM S N OFFICERMIEMBER FXCLUDED7 EL DISEASfi-EAfiMROYE S Yyy~ess ds,alhs under BPECIPL PROVISIONS 6NOrr EL DISEASE-POLICY LIMB f OTNER DlfCRRT10N OP O-BMTIONB / LOCATN]NB / YEMICL~ / EXCWSION9 ADDSO BY ENDOaBFMEM / BPECULL PROVIBN)!M SHOULD ANY OP iN[ ABOV! OlSCIBBlD OOLICIlB B! CANCELLlD BEFORE TNB B77U NNA7pN DAT! THOIEOF, THE ISSUING INSURER YIRL lNDIAYOR TO WIL ~~DAYB WRmrTlN NOTICC TO TN8 ClRTIFICATB HOLDER NANlD TO TN! LCPT, BUT FAILURE TO aIUL SUCH NOTCB BNALI IaPOB! NOOBLgATION OR INBILRY OP ANY IOHD UPON TN! INSURER, ITS AOlMB OR RlPRlB@ITATmIlB. FOR INFORMATION PURPOSES ONLY AunaRalDRBPRmENarn! C ~ Csrev Xaves/XEri6 ACORD 28 (2007/08) ®ACORD CORPORATION 7883 ConsulTech 30 SURVEYING 8 MAPPING , I N C . REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 APPENDIX Insurance Checklist XXX 1. Workers' Compensation and Employer's Liability per the statutory limits of the state of Florida. XXX 2. Comprehensive General Liability (occurrence form), limits of liability ~ 1.000.000.00 per occurrence for bodily injury property damage to include Premises/ Operations; Products, Completed Operations and Contractual Liability. Contractual Liability and Contractual Indemnity (Hold harmless endorsement exactly as written in "insurance requirements" of specifications). XXX3. 4 XXX 5. 6. XXX 7 XXX 8. Automobile Liability - $1,000,000 each occurrence - ownedJnon-owned/hired automobiles included. Excess Liability - $ 00 per occurrence to follow the primary coverages. The City must be named as and additional insured on the liability policies; and it must be stated on the certificate. Other Insurance as indicated: _Y Builders Risk completed value __ Liquor Liability _ Fire Legal Liability _~_ Protection and Indemnity Employee Dishonesty Bond XXX Professional Liability $_ .00 $ ~_ 00 $_~ ~_. 00 $ .00 $_Y~. 00 $1.000,000.00 Thirty (30) days written cancellation notice required. Best's guide rating B+:VI or better, latest edition. XXX 9. The certificate must state the Quote number and title VENDOR AND INSURANCE AGENT STATEMENT: We understand the Insurance Requirements of these specifications and that evidence of this insurance may be required within five (5) days after Proposal opening. REY $ ERAGE INC. f8Y1C8 A9ei1C)/ $IflI1BtUfL' Of BI r9 \ ConsulTech 31 SURVEYING d MAPPING , I N C . REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 APPENDIX Acknowledgment of Addenda City of Miami Beach Bid RFQ-03-06-07 REQUEST FOR QUALIFICATIONS NO. 03-06107 ACKNOWLEDGMENT OF ADDENDA Directions: Complete Part I or Part II, whichever applies. Part I: Listed below are the dates of issue for each Addendum received in connection with this RFQ; 03-06/07. Addendum No. 1, Dated _October 24~ 2006 _____Y__ Addendum No. 2, Dated October 26a 2006 ____ _ Addendum No. 3, Dated November 7~ 2006 _v____ Addendum No. 4, Dated November 13j 2006 ___~ Addendum No. 5, Dated November 17s 2006 _______ Addendum No. 6, Dated November 3012006________ Addendum No. 7, Dated _December 4= 200b _______ Part II: No addendum was received in connection with this RFQ. Verified with Procurement staff Name of staff Consul-Tech Surveyfng& M_ppingilnc.__ __ (Consultant -Name) ~- Si r Mfcha~~~ . ( g e) .S M., President ~! Date December 8 2006 Date ConsulTech SURVEYING 8 MAPPING, INC. 32 REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 APPFNnIX Declaration of Non-Collusion City of Miami Beach DECLARATION TO: City of Miami Beach City Hall 1700 Convention Center Drive Procurement Division Miami Beach, Florida 33139 Submitted this 8th _ day of December v___________, 2006. Bid RFQ-03-06-07 The undersigned, as consultant, declares that the only persons interested in this proposal are named herein; that no other person has any interest in this responses or in the Contract to which this response pertains; that this response is made without connection or arrangement with any other person; and that this response is in every respect fair and made in good faith, without collusion or fraud. The consultant agrees if this response is accepted, to execute an appropriate City of Miami Beach document for the purpose of establishing a formal contractual relationship between the consultant and the City of Miami Beach, Florida, for the performance of all requirements to which the response pertains. The consultant states that the response is based upon the documents identified by the following number: RFQ No.03-06/07. Michael D. Platt, P.S._M. PRINTED NAME President_ _ __ ___ TITLE (IF CORPORATION) ConsulTech 33 SURVEYING 8 MAPPING, I- REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 APPENDIX Public Entity Crimes Statement City of Miami Beach Bid RFQ-03-06-07 SWORN STATEMENT UNDER SECTION 287.133(3)(a), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICER AUTHORIZED TO ADMINISTER OATHS. 1. This sworn statement is submitted to ___________ The City of Miami Beach _ [Print name of public entity] By Michael D. PlattLP.S.M~President ___ ____ [Print individual's name and title] ~~ For_Consul_Tech Surv_eyin~& Map~in~, Inc'____ ___ ___~~_ __ _ ~__ [Print name of entity submitting sworn statement] Whose business address is 10570 NW 27th Street, Suite 101, Miami, FL 33172 and (if applicable) its Federal Employer Identification Number (FEIN) is 65-1123253 ____(If the entity has no FEIN, include the Social Security Number of the individual signing this sworn statement: 4. I understand that a "public entity crime" as defined in Paragraph 287.133(1)(8), 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 business with any public entity or with an agency or political subdivision of any other state or of the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 5. I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, nonjury trial, or entry of a plea of guilty or nolo contendere. 6. I understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statutes. means: 1) A predecessor or successor of a person convicted of a public entity crime; or 2) An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. yV11SU1Tech 34 SURVEYING d MAPPING, INC. REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 APPENDIX Public Entity Crimes Statement (cont.) City of Miami Beach Bid RFQ-03-06-07 5) I understand that a "person" as defined in Paragraph 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 "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity. 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 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 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 determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. [Attach a copy of the final order] I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 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 GONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED 1N SECTION 287.017, FLORIDA STATUTES FOR CATEGORY TWO OF ANY CHANGE IN THE INFORMATION CONTAINED IN THIS FORM. - ~ - Si ure Michael D. Platt, P.S.M., President Sworn to and subscribed before me this _____ 8th__ day of December ________, 2006 Personally known___ X OR Produced identification__________ Notary Public -State of _ ____ ___________ _ My commission expires _ _ (Type of Identification) ..~~". P ~ MICHELE P. GUEST +°,~ ~°`~': Notary Public -State of FbriQa ~~ ~ MY Commission Expires Nov^,6.2009 i~'~f FICA. Commission ~ ~ 47~ (Printed typed or stamped Commissioned name of Notary Pu 'c) ~ ~~"'y"""~~ ceded ey National Notarygssn, WnS~Tech 35 SURVEYING S MAPPING, INC. REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 APPENDIX Questionnaire City of Miami Beach QUESTIONNAIRE Consultant's Name: __Consul-Tech Surveying& Mappings Inc_____~ Principal Office Address: ______ 10570 NW 27th Street,_Suite 101_________ Miami, FL 33172 Official Representative: ___Selvin BrucelP_S.M._____,_ Individual Partnership (Circle One) orporation If a Corporation, answer this: When Incorporated: 2001 In what State: Florida ------------------------------------------------------ If a Foreign Corporation: Date of Registration with Florida Secretary of State; Name of Resident Agent: Address of Resident Agent: President's Name: Name of Resident Agent: ~,,,, _____________________ Michael D. Platt P_S.M._________ Bid RFQ-03-06.07 Address of Resident Agent: 3141 Commerce Parkway Y ____~__ Miramar,_FL 33025 C011SU1TeCh 36 SURVEYING 8 MAPPING, INC. REQUEST FOR QUALIFICATIONS ~- FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 APPENDIX Questionnaire (cont.) If a Partnership: Date of organization: General or Limited Partnership*: Name and Address of Each Partner: NAME ADDRESS * Designate general partners in a Limited Partnership I. Number of years of relevant experience in operating AIE business: 25 2. Have any agreements held by Consultant for a project ever been canceled? Yes () No (X) If yes, give details on a separate sheet. 3. Has the Consultant or any principals of the applicant organization failed to qualify as a responsible Bidder, refused to enter into a contract after an award has been made, failed to complete a contract during the past five (5) years, or been declared to be in default to any contract in the last 5 years? No If yes, please explain: ConsulTech 37 SURVEYING b MAPPING, INC. REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 APPENDIX Questionnaire (cont.) 4. Has the Consultant or any of its principals ever been declared bankrupt or reorganized under Chapter 11 or put into receivership? Yes () No (X) If yes, give date, court jurisdiction, action taken, and any other explanation deemed necessary on a separate sheet. 5. Person or persons interested in this bid and Qualification Form have ( )have not (X) been convicted by a Federal, State, County, or Municipal Court of any violation of law, other than traffic violations. To include stockholders over ten percent (10%). (Strike out inappropriate words) Explain any convictions: 6. Lawsuits (any) pending or completed involving the corporation, partnership or individuals with more than ten percent (10%) interest: A. List all pending lawsuits: None B. List all judgments from lawsuits in the last five (5) years: None C. List any criminal violations andlor convictions of the Consultant andlor any of its principals: None 7. Conflicts of Interest. The following relationships are the only potential, actual, or perceived conflicts of interest in connection with this proposal: (If none, state same.) None Questionnaire (continued) 8. Public Disclosure. In order to determine whether the members of the Evaluation Committee May 11, 2005 RFQ No: 03.06107 C{ty of Miami Beach 29 of 42 ConsulTech 38 SURVEYING d MAPPING, INC REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 APPENDIX Questionnaire (cont.) City of Miami Beach Bid RFQ-03-C6-07 8. Public Disclosure. In order to determine whether the members of the Evaluation Committee for this Request for Proposals have any association or relationships which would constitute a conflict of interest, either actual or perceived, with any Consultant and/or individuals and entities comprising or representing such Consultant, and in an attempt to ensure full and complete disclosure regarding this contract, all Consultants are required to disclose all persons and entities who may be involved with this Proposal. This list shall include public relation firms, lawyers and lobbyists. The Procurement Division shall be notified in writing ii any person or entity is added to this list after receipt of proposals. Consul-Tech Suryeyin_g..& Map~in~, In~_h~~~~~nli~t~ttte._inYQlY~m -n ~f p~hli~rPlatinns firms lawyers nor lobbXist in ~n.~~v_~r~{itl~fhiS.,p.L~QSa1~_______-____~____ ____L_ ConsulTech SURVEYING & MAPPING. INC. 39 REQUEST FOR QUALIFICATIONS FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH RFQ # 03-06/07 APPENDIX Questionnaire (cont.) The Consultant understands that information contained in this Questionnaire will be relied upon by the City in awarding the proposed Agreement and such information is warranted by the Consultant to be true. The undersigned Consultant agrees to furnish such additional information, prior to acceptance of any proposal relating to the qualifications of the Consultant, as may be required by the City Manager. The Consultant further understands that the information contained in this questionnaire maybe confirmed through a background Investigation conducted bythe Miami Beach Police Department. By submitting this questionnaire the Consultant agrees to cooperate with this investigation, including but not necessarily limited to fingerprinting and providing information for credit check. WITNESS: Signature Print Name WITNESS: Signature Print Name Print Name of Firm Address By~ ------- --- General Partner Print Name WITNESS: IF CORPORATION: --~'~- Srg ture / /~ Print Name (CORPORATE SEAL) IF INDIVIDUAL: Signature Print Name IF PARTNERSHIP; Consul-Tech Surveying & Mapgingylnc. Print Name of Corporation ConsulTech 40 SUNV EYING 6 MAPPING, INC. 10570 NW 27th St., Suite 101,_Miami FL 33172 0 -~ ~; c ~ ~ O ~~ U C • N i ~ i r ~ ~p Q cC ~ Q U d ~.~.-. C ~ .~ U ~ ~ N U O p .~ C~ ~ • ~ U ~ •N c~ cn ~~ ~ ~ 3 o ~ ~ W ~~ .~ m v ~ ~~~ ~ c''~ ~ N cn L y0) ~I N U ~U c ooccco . 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COO T ~ ~ `-' ~ ~ O ~ ~ O E~ ~ T ~ O N M V .~ N -p ~ tf7 M *'' N ~L O ~ c0 M ~ +-~ = G LL d r ~ ~ "~ 3 ~ ~ O N ~ ~ o ~ ~ ~ V ~ 3 ~ ~ ~ m ~ ~ ~ ~ O "p ~ NCO (A NO MO oD w o ~ T O Z f~ 'p "O M M ~ C O W Or >^~ U ~ pMN000 ~-~ON ~ cM V 0 ~ O J 0 >LL ~r~ ln~N V>OM QNM U 3~LL~CNO VIM E Cd~ c i 7~ C O O~~ a 0 7 y¢LO J J ~M<n V~CN 3~ ~ ~ L ~ ~ ~ G ~ p~~ 00~~ m ~ D> V N ~ ~ O O uj ~ ~ 'a OmM U ~H N G> ~~~ Om~= ~ L E ~ 00) o ~,c-- FUj ~ ~ ~ o- Uo N Om N m o ~ ,. .- N ~r E ~ ' *'p N O Qr ~ ~~ C ~ p°' ~ LLi ~ app c~ ~ ~a.~M do o~ cXa Uco2dLL G°' m 1L1~0 ~~ ~ UMZ ~~ ~ ~rZ a0 ~~ ILa.M~ o ~~`~~ LL~~d ~N ~~ C'3rZ~ ~°' a~ 1L I~~ (~ ~"p (C DY"U pJ C ~ C ~ '~ O C'~~ ~~ ~~ U N U N O Q. 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(V ~ C M O O . •~ ~J N O d O r J O N In D J d LL ~ J d LL •U J ~ LL ~ N ~> C N (n r O _ C 0 7 •c> J O ALL O 7 •U J O ~LL O 7 •U J O ALL p ~ ~ N ~ ~ ~ ~ m ~ ~ ~ } Q N a) Q ~ a) N C Q U O O p O LL O O LL O O LL N _ "O a) • O ~ ~ E "v LL j' > Z ( N C aD tLS .N Cap c~ " ~ •~ O cd M f~ M Q M O •> ~ M ~ ~ C p ~ ~ ~ i 0 ~. ~ ~ ~ i 0 ~O~ + + V_lU ~ c , Q 00~ 00 ~ H - NUS ~ U~J LL ~ W NJ LL D yU O p fJU a) f ~ NU O ~ W O U ~ ~ ~ ~ ~ ~ ~ O ~ ~ V-++ O O 7 ~a~ ~ O j Hm (C O 7 Hm f0 > ~ H (~ O > NZ O > ~ > > c~ H J ~ cC H J ~ c~ F- J ~ ~ O Q~J G~.r Uo N ~j o > ~O N +.O> ~QJ O ~QJ D ~OJ D~.j 00 ~ orn•- e0 fl-~ ~ OM•- ~O'~ G~ O ~O~ G~ O ~O ~ G~ o VOU lLMll 7000 fA~> LLLLLL LLdLL LLMLL C~I~~ ~~M~ LLMLL LLMLL ILMLL cn C O ~ O U i R N .r ~ ~ ~ L C ~ ~ ••' ~ oZS ~ +. a~ W to •U ~ ~p N a O O ~ ~ ~, J t0 ~ ~~ C y +~ <0 W ~ d m ^ ~O C r Z ~ O~ i N (~ (~ - m d ~_ L ~..~ ~ N V O ~ N £ L *+ G~ ~ V ~s cn c v RS = ~ ~X BULL O > ~ ~a, J~ ~ .gym ~ ~ ym N i oN ~ ~ ~U cOozS ~°> ON ~ _>~ Om i a~ ON i Lai Om i ~ , ~ ~ ~(n e4 j 'O ~ d l0~ IO r p ~ ~ ~ ~ N N ~ ~ OW 3 W ~~ ~ ~ ~ _ ~ ~W _ W ~C- ` W ~ fn LL +O+ fn G)Q~> mNQ ~ ~ ~2H(n UU c 0 fnU ('3~ G> ~ mCn G~ G) GGJ fnJU ~ O fnHU p ~ c cnaU CO T f~ T M r d) r O N r N N N M N ~ N Ln N (D N f~ N ~ ~ U U U U ~ a cn ~ ~ N O T N O r N O T N O T N O r N O T N O T N O r N O T N O T N O T N O T O O O O O O ~ O O N M O O U N LL LL LL 00 O ~ cif U C O) C . Q N 00 M ~ ~ ~ V O > O N~ C~ M M m M M £ '~ ~ (A ~ (~ ~ N M ~ M = . ~ N .~ d Ll_ C+0 ~ N LL "' ~ O Q N ' ~" ~ ~ ~ O N O L T ~.. M ./1 3~-o WU~ UO J T ~ X O ~m~ O Oj~ ~~~ (~~ c~ H >>O c~ y Z ~ ~ ~ ~ Y LULL MLl. C)~~ O ~ U ai Y _ ~ ^ W Z ^~^` W ^~ W L T L r 3 ' o~ ~~ °~ o -~ ~ U ~ ~ m ~ ~ ~ C . G U ~> ~ ~ l4 ~ ~ ~ ~~ E ~~ ~ ~ ~ `° > o UU C7oC mcn ~ ~ i a N N M i~ (p cC cn . ~ C ~ U ~ ~o a~ 0 a~ ~ ~ H O O NO nj C T T T T ~ r^ O O N N L U f0 N N N N ~ m m y ~ c i N O7 N 7 NI ~ m ~ ~ ~ ~ m ~ 3 ~ .N In p ~ m ~ ~ d ~ m m E ~ y ~~ ~ O W } ¢ m U N X N _U O L (6 N 7 O L U C (9 m T C (9 Q ~N O U O :~ N '~ N ~ . ~ ~ d O ~ ~ r ~ Q r--I fn M ~ O ~ ~ ~ cv~ ~ •- ~ > ~ O ~ _ N Z W •~ Q ~ '~ ~ ~ N LL O ~ cc r G ^^ rr VJ L.1_ r~^ v J Q ~ O N i U_ O ~ '~ Cn ~ C -p (~ W O c . A +=' (0 C ~ ( /] O ri O N . L ~ ~ N `~/~~ Q c4 ~/ a~ (II U .Q Q Q O Z N f6 U .Q Q Q O Z ti ~ 00 d7 In ~ l0 M 0 c C 'p ~ ~ ~ N L ^~ LL U N U_ _ ~ W H a ^W W LL (_ (4 Y O ~ ~ Q Y Q J N f6 N ~ ~ ~ ~ Q N C N N O C C O O d J LL _T U O Y J ~ ~ M C C C C C C ~ ~ d (O M ~ N ~ ~ M M ~ ~ ~ M (O N ~ N CO 00 O ~ O ~ a0 W J J LL lL J N .~ ~ ~ C ~ Y a~ ~ H ~ o In (O ~ N O O c C c C O O O L L L ~ d ~ I ~ ~ N ~~~ ~ ~ ~ oO~N ~ i ~ O) ~ V In ~ M r O J LL J L J ~ ~ W O j -0 .~ ~ O (9 ` Y ~O~ N d N ` O ~ U' O f0 N '~~ ~ ~ '~ 0 Ql C O" N ~ W I ~~ O N ? cal ~ ~ c m ~, •- ~ c ~ co i c ' ~ c ~ ~ c ~ a ~ n >+ '~ w o W ~ O U ~ ~ Q c .U a O ~ N ~ L -o Q C o m cn~ aUi r w= ~ ~ cn ~' ~l o a ~ ~ M '~ N O N~~ O L C ~ O O O ~ i C ~ ~ ~ N ~ ~ c N v> ~ W N f6 C i ~ '~ C a~~~a~ic c o ~p ~ C C O W ~ ` W ~~ ~ ~ p ~~ C V~ 0 0 c a~ O W w= > >, a N N N LL U .` ~ c ~ O O C C C O i c °ooo 0 0.0.~ m O OOOEEE a~ tNil ONIOA~N~~ Q1 N OEAb9fA EA EAEA O ~ O O O O O O C d coooccco ~oo0 0 0 0= o ~ooo=_=_=_~- N v~ooo' ~ NX ~~~ ~W N~N~~NU7~ ~ Q JEA Ev9 b9fREAEA69 ~? ~NMV~(O IAN O ~~ i rn N ~ o N C C .~ N 7> C C d7 O ~fnfnfn(n(nF- N M ~ c- ~ i f 0 C '~, , ' ~ ', LA O , ~'' ~ ~ a.+ O J N Z' L ~ ~ ~ U N N ~ C ' 'C C L ~ O ~ ~ ~, C ~ ` l1 C_ Q (n O ~ W y~~~ N fp m N . ~~ ~ L U (B (0 ~ ~ C C O 0 0 0 ~ > U O~ O C U 'C ' U W c W C7 = c J ~ ~ ! 0 ~ ~~ // LL ~ ~ A` '' ^ W a L U ~ U ~ I I ~' L I ''N^ I VJ \/ Q C N ~ 0 i~ .a ~' Q ~ M ' L c ~ ~ ~ m >_ m c N c , E O O i O W O O y ~~ U N~~ c ', .fl cn O C U U C O ~ E ~~ W N~ O O I O O 'I ~' '~ ~ C -~O U~ ,> O~ O O ~ 'C ',y Q ` QUUU~W W ~ ~ ' 7 C d O M 00 In ~ ~ ao i ~ ai ~ I ~ i ~ L U O L i U ~ ~N U (n O m C 7 U Y ~ ~ Y L ~ C O o .~ 3 U ~ C ~ N m ~ E N O ~ -0 O W O O U L L ~ 0 0 L 0 ~ ~ N m W ~_ W C7 Q a u`~'i N O LL 0 Q O Z F N ~ ~ ~ i ~ ~ O~ ~ O •--~ 7 M M V C ,_, N N N N N (n ~}. 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G O I ti U U ~ ~ `~ ' ~ 0 ~ O M N ~ ~ y O ~ O ~ U ~ ~ N Q U C/1 v~ oA c ~ D ~ O ~ 0 3 o ~o ~ j '~ o ~ >~ ~ N ~ 0 ~N ¢LLN I~ i y N a CA Q ~O ~~ 0000 ~ W U ~ ^7 ~ W _ v.~ M ~ O ~ ,--~ rn N O by ~ N C . ~. ~ O ,_, M b~AN ~ ¢ U F, ~ N U Z I~ ~ ~_ ~ N ~ ¢ ~ N 0 C:. ~ 1 0 ~ y M N N O 0 y~ ~ ~ U z' -d C O z O ~ U ~ z F. ~ O G Z vi O ~ ~ T by ~ w ~ O O U z a C ° f -' ~z ~ ~-• O7 wO p~ C/ ] Cep ~ ~ ,- 0 i ~ ~~ W 2 O ~ ° .C ~ ~ y ~ u 0q ~ ~ ro w ~ ' ~. G ' c ~ O ~ ~ ~ c c~ .Y T ~3 ,,~ , 0 ~ O y w • ~ a. a ~ --~ ~ ~~ °o.. ~ -~ ~° a~i ~ E m ~ ~ a ~ ~ -~ U G ~ C i ~ i E"" o c ro > ° ~ b ~ C = ~ ~' ~ ~ F" I cy ~ a o ~ w F: F" .ti U F" ~ w ~ ~ H , c ~ v~ E' a~ ~ U v~ a~ b F- ~ a a~ F- ~ 0 oU ~O[i ~U I ~ UQ~ ~p ' ~~ ~ -o ~Qw ~ ' o s~~ b~ a 3 ~ i , ~ ~ 3 b . ~~ ~ 3 - _ O ~ U ~ O ~ ~ U ~ ~ ~ ~ ~ ~ ~ ~ d ~ O` O '_' O O ~ ~ p~ cC C: ` :id O ~ ~ ~ O cyV O~ ~~ ~ O O ... O cC cC 0 O .... JO ~ cO ro ... ~ ' _ ..7 N O 0, V ~ a~~ ~ V]~ _ E^CL CO QCa,s I V]Cz. 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H d ~ V y L O U O ~ y G1 N ~ V ~ T ~ C C Z, pc p ~ $ ~ O U Z c d ~ . p °' ° ~ U r E c co w J ~ J ~ ~ ~« ~ O ~ ~= O U w c0 W y H ~ d J ~~„ O .~. C 10 L U s J ~ V 0 LL O 'B ~ p LL R c LL O Ol _R U LL G_ 7 ~ ~ ." L LL ~ E J V 7 d ~ ~ L ~ N U~ V i 'O ~ ~ a ca V w m c0 ~~ O O O ~ w rT, O L V V1 m O O l0 ~ 2 2 ~p O w ~~ °' ~ ~ c 3 c a y `` c~` c~ ~ ~ N C G f0 fC a s o •tp d W O O O ~ Q 16 l6 _ O O IC O O - ~ ' d d l0 ~ .+ n LLa ~U UU~ mv~v~ UUV~ ~U xm vv ~~ c d E °: ~ ca a a a a a a a a a ~ c 'o a~ L O d ~F L d ~ N N N N N N N N N L ~ ~ C O O O O O O O O O N ~ r fn W C~ Q a v N O LL O Q O 2 Q F y ConsulTech SURVEYING 8. MAPPING, INC. Selvin Bruce, P.S.M. Director of Surveying Education: Union of Lancashire & Cheshire Institutes, England -Engineering Certificate, 1974 The Associated Examining Board, UK -Mathematics, Physics, Engineering Science, Engineering Drawing, Engineering Workshop Theory and Practice, Chemistry. General Certificate Education, 1975 University of Technology formally College of Arts Science and Technology, Jamaica, WI. Structural Engineering, 1978 Chemical Waste Management, OSHA Hazardous Waste Site Operators Training Curriculum, 1991 Certifications: Steenland Center for Professional Development; Certification Law and procedures Boundary Position, 1994 AGA Computer Services, Inc.; Certification in Automated Surveying Procedures and Data Processing, 1994 Registration: Professional Land Surveyor, Florida No. 5290, 1994 Years Experience: 27 Mr. Bruce has extensive experience in all types of surveying projects including boundary surveys, topographic surveys, sectional surveys, construction layout for buildings and roads, land development surveys, project designs and right-of-way surveys, specific purpose surveys, preparation of control surveys and right-of-way maps. His responsibilities include project management, client relations, proposals, service negotiations and performing the necessary quality control to ensure client needs are met. Duties also include the supervision and organization of all survey staff, both field and office, throughout southeast Florida. Partial List of Projects Topographic Survey: ^ U.S. 1, St. Lucie County ^ S.R. 615, St. Lucie County ^ S.R. 80, Palm Beach County ^ S.R. A-1-A, Palm Beach County ^ Davie Boulevard, Broward County ^ I-95 Okeechobee Palm Beach County ^ N.W. 135th Street from State Road 9 to U.S. 441 (Route Survey) ^ A-1-A (Collins Avenue) from 5th Street to 41st Street (Route Survey) ^ U.S. 1 (State Road 5) from 216th to 220th Street (Route Survey) ^ S.R. 826 Miami-Dade County Right Of Way Mapping: ^ S.R. 80, Palm Beach County ^ S.R. 615, St. Lucie County Control Survey and Right Of Way Mapping: ^ S.R. 826, Miami-Dade County ^ S.R. 836, Miami-Dade County Miami -Dade County Public Works: ^ High Accuracy, Second Order Class II, Survey for the Metromover, Proposed Extension Construction Layout and As-Built: ^ Dadeland Mall ^ Kendall Lakes Elementary School ^ City of Miami (Continuing Services Contract) Page 1 ConsulTech SURVEYING 8 MAPPING, INC. Joseph S. Boggs, P.S.M. Quality Assurance/Quality Control Education: I.C.S. Course, Surveying and Mapping Registration: Professional Surveyor and Mapper, Florida Certificate No. 3516, 1980 Affiliations: National Society of Professional Surveyors, 1980 -Present (Past President) Florida Surveying and Mapping Society, Collier-Lee Chapter Florida Land Surveyors Political Action Committee, Chairman 1998 - 1999 Years Experience: 34 Mr. Boggs is aVice-President of Consul-Tech Surveying and Mapping and is the Director of Surveying in the Southwest Regional Office. He has 34 years surveying experience in Florida. He has been involved in a wide variety of survey projects ranging from single-family lot surveys to large D.R.I. projects. Mr. Boggs has extensive experience with Chapter 195 takings, mean high water surveys, condominiums, subdivision platting, transportation surveys, and expert witness testimony. He is an approved instructor for continuing education by the Florida Board of Surveyors and Mappers and is a past president of the Florida Surveying and Mapping Society. ^ South Florida Water Management District -Survey project manager for continuing miscellaneous survey contract for the SFWMD, including canal Right-of-Way Mapping. ^ FDOT, District One -Survey project manager for continuing miscellaneous survey and mapping contract for District One, including boundary, topographic, Right-of-Way Mapping, monumentation, and Design Surveys. ^ Airport Road CEI, Collier County -Project surveyor for survey portion of a 2.25-mile road-widening project.. ^ Stolle Property, Charlotte and Lee Counties -Project surveyor for 2,800 acre survey and wetland location survey. ~ Keywaydin Island, Collier County -Division of State Lands Acquisition, Department of Environmental Protection including Government Land Boundary Surveys, Mean High Water Line Determination, and Aerial Control, 2100 acres. ^ Rio Villas Lakes Subdivision, Punta Gorda, Charlotte County -Project surveyor for 27 acre, 93 Lot subdivision including boundary, topographic survey, subdivision plat, construction staking for the infra-structure. ^ S.R. 84, Collier County -Survey Project Manager for CEI survey support for FDOT project, 2 miles of urban roadway. ^ Carson Road, Collier County -Project surveyor for Chapter 195 maintenance right-of-way taking for Collier County. ^ C.R. 721, Okeechobee County -Project surveyor for 11.5-mile topographic project for FDOT. ^ South Florida Water Management District -Project surveyor for the setting of 49 benchmarks at monitoring well sites in Collier, Lee, and Hendry counties. This including using the CERP veritical control and providing meta data files for each benchmark. ^ South Florida Water Management District -Project surveyor for 50 square mile aerial mapping project in Immokalee, Collier County ^ South Florida Water Management District -Project surveyor for Everglades Restoration project in Southern Golden Gate Estates Area, Collier County -Canal cross-sections Page 1 ConsulTech SURVEYING & MAPPING. INC. Darryl J. Hauser, P.S.M. Right-of--Way Project Manager Education: University of Florida, College of Engineering, Bachelor of Science Surveying and Mapping, 1990 University of Florida, Post Baccalaureate Study, Specializing in G.LS., 1992 S'lls: Microstation, Geopak, G.LS., Survey Field Work (Party Chief, Instrument Operator, Rodman), HP 48GX calculator, Spanish language skills. Registration: Professional Land Surveyor, Florida No. 6277, 2001 Years Experience: 12 Related Experience: ^ Consul-Tech Surveying & Mapping, Inc., Miramar, Florida 2006 -Present: Right-of-Way Project Manager -Oversee production of right of way maps and control surveys for Florida Department of Transportation improvements, as well as coordinating with the Florida Department of Transportation to equip office to meet departmental standards. Advise survey field and CADD procedures. Manage the preparation of plats, establishment of primary control networks and construction surveys. Extensive use of Microstation and Geopak in map preparations and reviews. /^ ^ Florida Department of Transportation, Miami, Florida 08/01 - 11/06: Right of Way Mapping Project Manager -Provided professional oversight and opinions in reviewing surveys, determining limits of ownership and land acquisition procedure. Manage Transportation District distribution of maps and related records to all parties outside the department. Provided historical background information on maps and corresponding transportation corridors. Represent District at State Land Surveyor's meetings, statewide Surveying and Mapping Technical Advisory Committee; appointed to advise committee on methods to instruct consultants in right-of- way mapping preparation and standards and District Surveying and Mapping department leadership in other venues. Advise, instruct, and train less experienced personnel on survey, mapping, and departmental procedures. Advise department heads and coordinated with other offices on how to better equip office with training and material resources. Manage preparation and revision of maps and other related documents for roadway improvements, including the direction of survey crew in acquiring field data. Certify right-of--way maps, and assist in the acceptance and rejection of awarding contracts. 02/96 - 08/01: Assistant P.S.M./Right of Way Mapping Project Manager -Managed preparation of maps and other related documents for roadway improvements. Used Microstation, Geopak coordinate geometry software to check consultants or produce maps and legal descriptions in-house. Advised, instructed and trained less experienced personnel on survey, mapping and departmental procedures. Represented District on the statewide Right of Way Mapping Technical Advisory Committee. 02/94 - 02/96: Professional Land Surveyor Trainee -Toured various departments in District VI and Tallahassee, learning of agency functions. Assisted in preparation of maps and surveys with Microstation, Geopak, and quality control reviews. Performed field survey work using total stations, levels, and other survey equipment; assisted crew chief with survey field computations. Prepared problems for Professional Engineering Trainee's exam for Surveying and Mapping Department. Partial list of Projects: ^ S.R. 997 (Krome Avenue) from S.R. 5 (U. S. 1) to S. W. 296th Street- Oversaw preparation of Right of Way Corridor Maps. ^ S.R. 997 (Krome Avenue) from S. W.296th Street to S. W.292nd Street -Prepared Right of Way Maps and legal descriptions in- house. ^ S.R. 997 (Krome Avenue) at S. W.288th Street, S. W.216th Street, S. W.200th Street, S. W.184th Street -Prepared Right of Way Maps and legal descriptions in-house. ^ S.R. 997 (Krome Avenue) at S. W.272nd Street, S. W.256th Street, S. W.192nd Street, S. W.168th Street, S. W.136th Street- Oversaw preparation of Right of Way Maps and legal descriptions. ^ S.R. 997 (Krome Avenue) from S.W.296th Street to S.R. 90 (U.S.41%1'amiami Trail) -Oversaw preparation of Right of Way Corridor Maps. ^ S.R. 997 (Krome Avenue) from S.R. 90 (U.S.41%1'amiami Trail) to S.R. 25 (U.S.27/Okeechobee Road) -Oversaw preparation of Right of Way Corridor Maps. Page 1 ConsulTech SURVEYING & MAPPING, INC. Darryl J. Hauser, P.S.M. Right-of--Way Project Mc~nnger ^ S.R.112 (Arthur Godfrey Road) from S.R.907 (Alton Road) to S.R.A-1-A -Prepared of Right of Way Corridor Maps in-house. ^ S.R.823 (Red Road/N. W. 57th Avenue) from S.R. 25 (U.S. 27/Okeechobee Road) to S.R. 934 (W.21 st Street, Hialeah) -Oversaw preparation of Right of Way Maps (no legal descriptions). ^ S.R.823 (Red Road/N. W. 57th Avenue) from S. R. 934 (W.21 st Street, Hialeah) to W.44th Place, Hialeah -Oversaw preparation of Right of Way Maps and legal descriptions. ^ S.R.823 (Red Road/N.W. 57th Avenue) front W.44th Place, Hialeah to S.R.924 (Gratigny Parkway) -Oversaw preparation of Right of Way Maps and legal descriptions. ^ S.R. A-1-A from 41st Street, Miami Beach to 63rd Street, Miami Beach -Oversaw preparation of Right of Way Corridor Maps. ^ S.R. A-1-A from 63rd Street, Miami Beach to 96th Street, Surfside -Oversaw preparation of Right of Way Corridor Maps. ^ S.R. 25 (U. S. 27/Okeechobee Road) from S.R. 826 (Palmetto Expressway) to W.19th Street, Hialeah -Oversaw preparation of Right of Way Control Survey, Right of Way Maps and legal descriptions. ^ S.R. 25 (U. S. 27/Okeechobee Road) from W.19th Street, Hialeah to S.R. 953(Le Jeune Road/N.W.42nd Avenue) - 2nd S.R. 25 (U. S. 27/Okeechobee Road) at W.16th Avenue, Hialeah -Prepared of Right of Way Maintenance Map in-house. ^ S.R. 953(Ge Jeune Road/N. W.42nd Avenue) from N. W. 36th Street to S. E. 11th Place, Hialeah -Oversaw preparation of Right of Way Control Survey, Right of Way Maps and legal descriptions. ^ S.R. 9336 (ingraham Highway) from Everglades National Park to S. W/N. W.6`~' Avenue, Florida Ciry -Oversaw preparation of Right of Way Maintenance Maps. ^ S.R.S (U. S.1/Biscayne Boulevard/Brickell Bridge) from Miami River to S.E.4th Avenue -Prepared of Right of Way Parcel Sketches and legal descriptions in-house. ^ S. W 2nd Avenue Bridge from S.R. 90 (U. 5.41%I'am~ami Trail) to S. W.2nd Avenue -Oversaw preparation of Right of Way Control Survey, Safe Upland Environmental (T.LLT.F.) Survey, Right of Way Maps and legal descriptions. Page 2 C~11SUlTeCh Michael D. Platt, P.S.M. SURVEYING & MAPPING, INC. PYeSldeilL~PYI/lclpal-I/4-ChCirge Education: Miami-Dade Community College, 1980 Valencia Community College, 1985 GPS Training (Trimble) EFB/CAKE Training Registration: Professional Land Surveyor, Florida No. 4256 Affiliations: Member Central Florida Chapter of FSMS Member American Congress on Surveying and Mapping Years Experience: 34 Mr. Platt has 34 years experience involving all aspects of surveying and mapping. He has served as project manager for numerous multi-million dollar projects in both the public and private sectors. Mr. Platt has successfully completed a number of projects for the Florida Department of Transportation, the Florida Turnpike District, the City of Orlando, Orange County, the Greater Orlando Aviation Authority, and Seminole County. Partial List of Projects ^ Senterfit Akerman PA -Principal-In-Charge/Expert Witness for various survey issues. ^ Pineida Causeway, FDOT District Five, Brevard County -Principal-In-Charge for design survey and right of way mapping for new interchange on I-95. ^ Turnpike Enterprises - Principal-in-Charge for miscellaneous surveys and right of way mapping throughout the state. ^ Florida Dept. of Environmental Protection -Principal-In-Charge of miscellaneous survey and mapping projects throughout the state. ^ South Florida Water Management District -Principal-In-Charge for miscellaneous surveying in conjunction with the Comprehensive Everglades Restoration Project (C.E.R.P.) ^ Ciry of Casselberry, -Principal-In-Charge of miscellaneous surveying and mapping projects. ^ City of Orlando -Principal-In-Charge for continuing survey services. ^ Florida Turnpike Enterprise -Miscellaneous Services North Section - Mr. Platt has completed more than one hundred (100) assignments to date including projects such ascross-sections, boundary surveys and utility designate coordination. ^ I-95, FDOT, District Five, Brevard County -Project Manager for advanced Right-of-Way Survey and Mapping project for 34 miles of the I-95 corridor. Project included extensive property boundary determination for condemnation proceedings. ^ I-95, FDOT, District Five, Brevard County -Project Manager for advanced Right-of-Way Survey and Mapping project for 11 miles of the I-95 corridor. Project included extensive property boundary determination for condemnation proceedings. ^ S.R. 417, FDOT, Turnpike District, Seminole County -Project Manager for CEI surveying services for the Seminole II Expressway (7 miles). This project represents the first time the Turnpike District has contracted directly with a survey consultant to provide CEI survey services on multiple projects. The Department's approval for the use of state of the art "ROBOTICS" was another first for this project. ^ S.R. 426, FDOT, District Five - Survey Project Manager for the expansion of S.R. 426 from the Eastern Beltway to Mitchell Hammock Road (3.6 miles) - Duties also included Right-of-Way Mapping and engineering design surveys performed entirely with electronic field book data collectors and processed in CAKE software along with digital terrain modeling ^ Seminole County Beltway (Subcontract), Seminole County - Survey Project Manager for the photogrammetric and baseline survey control, with referencing (7 miles). Page 1 ConsulTech SURVEYING 8 MAPPING, INC. Michael D. Platt, P.S.M. President /Principal-In-Charge ^ Citywide Second Order, Class II Geodetic Survey, City of Altamonte Springs, Seminole County - Survey Project Manager for Citywide Second Order, Class II Geodetic Survey. This survey provided the framework for the initialization of the City's Geographic Information System Program. All surveying was performed at night, adhering to strict National Geodetic Survey procedures, and involved the placement of over 170 monuments. ^ Continuing Survey Services Contract, City of Altamonte Springs, Seminole County -Survey Project Manager for Citywide survey for obtaining field ties to all recorded plats. Plats were subsequently rotated to the state plane coordinate system and brought into the Cities Geographic Information System. ^ Continuing Survey Services Contract, Orlando International Airport (OIA)/Herndon Municipal Airport, Orange County -Survey Project Manager for the installation of 15 Low Level Windshear Alert Systems (LLWAS). These surveys required precise control and were conducted under the guidance of Raytheon Services and the Federal Aviation Administration. Survey Project Manager for the boundary and topographic survey to be utilized for the OIA parking facility. ^ Citywide As-builts (Subcontract), City of Orlando, Orange County -Survey Project Manager for sanitary sewer as- builtsencompassing over 20-square miles and 4,000 structures throughout the City. Topographic features including streets, structures, and vegetation were included through aerial photogrammetry to be utilized by the City for survey accurate electronic as-built files. A precise three wire vertical control network covering 24 land sections was established during the course of this project and was provided to the City for their use. ^ Continuing Survey Services Contract, Orlando-Vineland Road, Ciry of Orlando, Orange County -Survey Project Manager from Major Boulevard to Cypress Creek Road. This project included the determination of existing and proposed right-of-way, all surveying required for engineering design, legal description for acquisition, and highly accurate control for the construction of the bridge to pass over the Florida State Turnpike. ^ Orange County Civic Center Convention, Orange County -Survey Project Manager for Civic Center Convention expansion. Services provided for this project included complete boundary, location and as-built surveys, field staking of accurate column positions, and monitoring of subsequent construction. ^ Lake Hart Drainage Basin Study (Subcontract), Orange County -Survey Project Manager. This project involved 56 square miles of field traversing, obtaining elevations for the generation of photogrammetric contour mapping, mapping of traverse routes, vertical datum, and the submittal of reference reports. Page 2 C011SU1TeCh James W. Quartel, P.S.M. SURVEYING 8 MAPPING, INC. PYOJeCtlVlCll'iCtger Education: AS Civil and Architectural Engineering Technology Valencia Junior College, 1982 FDOT CES Training District Two FDOT CEFB Training District Five Intermediate MOT Training Registration: Professional Surveyor and Mapper, Florida No. 6032 1/31/2000 Affiliations: Member Central Florida Chapter of FSMS Member State Chapter of FSMS Years Experience: 37 Mr. Quartel has 37 years experience in many aspects of surveying and mapping. Mr. Quartel has worked both in the public and private sector on a wide variety of projects from the conception, performing the fieldwork, to the final design in the office. Relevant Experience: ^ Consul-Tech Surveying & Mapping, Inc. 2001- Present: Project Manager-Responsible for Right-of-Way Mapping, platting, and boundary and topographic surveys. Supervise survey crews. ^ Consul-Tech Engineering, Inc. 2000 - 2001: Project Surveyor -Responsible for Right-of-Way Mapping, platting, and boundary and topographic surveys. ^ WCG, Inc. 1995 - 2000: Project Surveyor -Responsible for Right-of-Way Map and legal description preparation for FDOT and various County and City Right-of-Way projects. Calculated alignment and geometry for both civil site and roadway plans, processed and data collected for topographic and boundary surveys. ^ Bentley Architects and Engineers 1993 - 1995: Engineering Tech -Plan preparation and geometry for FDOT rest areas and weigh stations in various districts. Responsible for computation book preparation and input of CES data to the FDOT computer system. Prepared cost estimates from architectural and civil site plans for bid purposes. ^ Allen Madden Engineering 1992 - 1993: Engineering Tech -Prepared survey maps and calculations for both public and private use. ^ URS Greiner 1987 -1991: Survey Right-of--Way Tech -Responsible for computations, Right-of-Way legal descriptions, and Right- of-Way and Survey Control Maps for various FDOT, City, and County projects. Prepared Right-of-Way Mapping and parcel determination in four sections of the Orange/Seminole County Expressway System. ^ ENRON Corp. 1978 -1987: Utility Engineer -Responsible for the preparation of Right-of-Way Maps and legal descriptions in a multi-state area, both on and off shore in the Gulf of Mexico. Inspected the construction ofhigh-pressure mainline gas pipelines and prepared as-built surveys as required by federal and state regulations. Partial List of Projects ^ Florida Turnpike Enterprise -Stationing and cross sections for in support of Pave Smart for re-pavement project along the Turnpike. ^ Florida Turnpike Enterprise -Polk Parkway-Pace Road interchange Right-of-way maps ^ Florida Turnpike Enterprise -Miscellaneous Services North Section -Consul-Tech has completed more than hundred (100) assignments to date including tasks such as cross-sections, boundary surveys and utility designate coordination. Page 1 ConsulTech iURVEYING & MAPPING. INC. James W. Quartel, P.S.M. Project Manager ^ Florida Turnpike Enterprise -Lake Marion Poincianna Proposed Sand Skink Mitigation Site -Set up GPS primary network and secondary control on 300 acre site. Property corners were set both by RTK and conventional means. Section corners were mapped by GPS where possible. Survey included location of all visible fixed improvements on or within five (5) feet of the property lines, including monumenting the exterior of the overall parcel (comprised of Areas 1, 2, and 3 and additional parcels.) ^ Cypress Lakes Phase 1, The Sterling Companies, Orange County -Plat for 300+ lot subdivision. ^ Miscellaneous Contract, Ciry of Maitland, Orange County -Boundary and topographic survey for various city fire station sites. ^ BR's Reserve, Seminole County Plat. ^ I-95 Control and Right of Way Maps, District S -Prepare Maps for 43 Miles of I-95 thru Brevard County. ^ S.R. 50 Control and Right of Way Map, District 5 -Prepare Maps for 8 miles of S.R. 50 through Lake and Orange County. ^ S.R. 426, FDOT, District Five, Orange County -Prepare Right-of-Way control and Right-of-Way maps. ^ S.R. 818, FDOT, District Four, Broward County -Prepare 2 miles Right-of-Way maps. ^ S.R. 60, FDOT, District Four, Indian River County -Prepare 5.6 miles Right-of-Way maps. ^ S.R. 70, FDOT, District Four, Okeechobee County -Right-of-Way Control maps 1.7 miles ^ Turnpike Enterprises -Right-of-Way Control Map Kissimmee Park Road at SR. 91 ^ S.R. 70, FDOT, District Four, St. Lucie County -Prepared baseline control sheets from McCarty Road to Kings Highway. ^ S.R. 70, FDOT, District Four, St. Lucie County -Prepared 17 miles of Right-of-Way Maps. ^ I-95 Welcome Center, FDOT, District Two, Nassau County -Prepared site geometry for the Welcome Center area at the Florida-Georgia border. ^ Nova Road, FDOT, District Five, Volusia County -Prepared Right-of-Way and legal descriptions for a section of Nova Road. ^ Seminole County Expressway, Expressway Authority, Seminole County -Prepared Right-of-Way Maps and legal descriptions for the Lake Jessup to Lake Mary Road section. ^ Southern Connector, Expressway Authority, Orange County -Prepared Right-of-Way Maps and legal descriptions for portions of the Southern Connector and Extension. ^ East/West Expressway, Expressway Authority, Orange County -Prepared Right-of-Way Maps for the reconstruction and eastern extension of the expressway. ^ Western Beltway Interchange, Expressway Authority, Orange County -Prepared Right-of-Way Maps and legal descriptions for the Western Beltway interchange with S.R. 50 and the Turnpike. ^ Rinehart Road, Seminole County -Prepared Right-of-Way Maps for Rinehart Road from Lake Mary Boulevard to S.R. 46. ^ Wymore Road, Seminole County -Prepared Right-of-Way Maps for reconstruction between Lake Destiny Road and S.R. 436. ^ Grantline Road, Seminole County -Prepared Right-of-Way Maps for Grantline Road from S.R. 46 to Wayside Drive ^ S.R. 528 (Beeline Expressway), Expressway Authority, Orange County -Prepared Right-of-Way Maps for interchange at International Corporate Park. ^ Perimeter Road, Seminole Community College, Seminole County -Alignment and topographic survey for the ~ perimeter road of the main campus connecting Lake Mary Road with U.S. 17-92. ^ Seminole Community College, Seminole County -Site geometry for the construction trades building. ^ Seminole Community College East, Seminole County -Site plan and coordinate geometry for the new east campus including the alignment and topographic survey for the reconstruction of Old Lockwood Road. Page 2 ConsulTech SURVEYING & MAPPING, INC. Paul Raskin, S.I.T. Survey Technician Education: B.S. Surveying & Mapping, University of Florida, Gainesville Registration: Licensed Survey Intern Technician Affiliations: Member American Congress on Surveying & Mapping Florida Society of Professional Land Surveyors Member University of Florida Surveying & Mapping Student Chapter Years Experience: 20 Relevant Experience: ^ Consul-Tech Surveying and Mapping, Inc. 2002- Present: Mr. Raskin has in depth work experience with AutoCAD and associated application packages, as well as digitizing expertise. Mr. Raskin also has practical work experience using various Data Collectors and processing software. Mr. Raskin is Consul-Tech's lead technician for processing data collected with the Cyrax 2500 Laser Scanner. Mr. Raskin also has in depth work experience using Microstation and Geopak to create survey drawings for both the public and private sectors. Mr. Raskin also has in depth work experience in using CaiCe software in support of field procedures performed using CEFB. ^ Consul-Tech Engineering, Inc. 1996 - 2001: Mr. Raskin has in depth experience with AUTOCAD and associated application packages, as well as digitized expertise. Mr. Raskin also has practical work experience using Sokkia Data Collectors and processing software. Mr. Raskin has in depth work experience using Microstation to create survey drawings for both the public and private sectors. Mr. Raskin also has practical work experience using GPS systems in both field procedure/operation and office processing. Mr. Raskin has experience using CEFB as it pertains to field procedure/operation and office evaluation/processing, as well as experience using its companion software CAKE to produce CADD files for the public sector. ^ Post, Buckley, Schuh & Jernigan, Inc. 1993 - 1996: Verify survey field notes and interpret into computer drawings that meeUexceed minimum technical standards. Perform survey calculations. Upload/download/process information gathered using Electronic Data Collectors. Site planning /preparation /reduction /evaluation of all aspects of data obtained using Global Positioning Systems. Supervise/direct field crews and office personnel, as needed. Maintain survey computer system, including troubleshooting, maintenance and back up of file records. ^ CCL Consultants, Inc. 1990 - 1993: Scheduling and running lot survey department, directing and scheduling field crews, conducting field surveys, writing and verifying legal descriptions, and checking survey drawings to ensure compliance with technical standards. Sole person experienced in the area of data collection upload/download/reduction. ^ Mizo-Hill, Inc., Mizo-Hill & Glass, Inc. & Craig A. Smith & Associates 1986 -1989: Gained significant experience in field surveying while working summers for this firm. Performed field surveying of the Orlando Arena and the Disney MGM Studios. Partial List of Projects Environmental ^ Aerojet Recreation Parcels, Miami-Dade County -Topographic surveying for design of nine fishing areas with the use of Real-Time Kinematic GPS to expedite work and provide State Plane Coordinates and elevations. ^ Florida Department of Environmental Protection, Monroe and Miami-Dade Counties -Parcel acquisition drawings in Key Largo and South Miami-Dade County. ^ Port of Miami Channel Dredging, Miami-Dade County -Earthwork computation for dredging pay quantities (multi- million). Page 1 ConsulTech SURVEYING 8 MAPPING, INC. Paul Raskin, S.I.T. Survey Technician Roadway ^ FDOT, Miami-Dade County, -Survey of Biscayne Boulevard, (S.R. 5) to produce Right-of-Way maps. ^ FDOT, Miami-Dade County, -Right-of-Way Survey of N.W. 25th Street for design of flyover. ^ FDOT, S.R. S, Miami-Dade County -Field survey personnel supervision utilizing data collectors to gather information for Right-of-Way takings. ^ Douglas Road, Broward County -Drawings used for Right-of-Way mapping. ^ FDOT District IV Monotube Checking; Broward County -Use CYRAX 3D Laser Scanner to evaluate position, (sag and snake effect), of a traffic light monotube structure that spans and encloses four directions of traffic, prepare 3D rendered drawing of findings for client. Airport ^ Miami International Airport, Miami-Dade County -High-order accuracy control network for runway alignment and future expansion. Develop procedures to convert between current airport datum and NAD 83/90 datum. ^ Miami International Airport, Miami-Dade County (Concourse AC) -Drawings showing existing features to be used for redesign, horizontal and vertical control for column and trench layout, and field survey personnel utilizing data collectors for layout of same. ^ Miami International Airport (MIA) - C-D Infill; Miami-Dade County -Supervise full construction surveying including CADD file preparation, controUcontrol line layout, pile calculation layout, building and utility layout and any as-built or final drawings needed as well as overall QA/QC for the project. ^ MIA -Concourse "D "Extension; Miami-Dade County -Supervise full construction surveying including CADD file preparation, field work and crew set-up, control/control line layout, pile calculation/layout, utility and improvement calculation/layout, specialized survey needs as requested and preparation of as-built or final drawings as well as overall QA/QC for the project. ^ MIA - GTI Central Collection Plaza; Miami-Dade County -Supervise full construction surveying including CADD file preparation, field work and crew set-up, building/canopy and utility calculation and layout, conflict resolution, specialized layout for the Miami-Dade Art in Public Places program, as-built and final drawings and overall QA/QC for the project. Residential ^ Various Subdivisions, Orange and Seminole Counties -Horizontal and vertical control layout along with lot closure verification. ^ Andrew Center, Miami-Dade County -Utility as-built coordination and topographic mapping for expansion project dealing with Post Hurricane Andrew needs for migrant farm work housing. Commercial ^ University of Miami, Coral Gables -Manage and update ongoing CADD database of horizontal and vertical control along with mapping of topographic features. ^ Ojus Landfill, Miami-Dade County -Drawings showing existing topography and monitoring wells and parcel divisions. ^ Beacon Centre, Miami-Dade County - As-built survey of Wal-Mart and Sam's Club sites, horizontal control with field survey personnel supervision, and layout for Circuit City and Office Max stores. ^ Lincoln Road Mall, Miami Beach, Miami-Dade County -Compile information in spreadsheet format to be used to determine Special Taxing Districts for civic improvement of mall area. ^ Mapco Filling Stations, Palm Beach County -Boundary surveys of filling stations for acquisition by Mapco Petroleum, Inc. ^ Camp, Dresser & McKee, Inc., Miami-Dade County - 31 surveys of Miami-Dade Water & Sewer Department Pump Station for upgrade and redesign. Page 2 ConsulTech SURVEYING & MAPPING, INC. Luis I. Gutierrez Survey Technician Education: A.A Civil Engineering Miami Dade College, 2004 Senior Year B.S Civil Engineering, Florida International University Years Experience: 7 Relevant Experience: ^ Consul-Tech Survey and Mapping, Inc. 2005 -Present: Survey Technician -Responsibilities include Lay out production for Site Developments in commercial projects, Boundary and drafting reviews, As built drafting and review, ALTA surveys, Flood certificates. ^ American Engineering Development Corp. 2000 - 2005: Survey Director Assistant -Team member Responsible for Plan review, Lay out production for Site Developments in Commercial Projects, Roads, Ports and Hospitals; Management and Quality control of drafting, coordinating of survey crews, Reviewing of As built and coordination with Project Managers. ^ M.D.C Corp. 1999 - 2000: Land Development Supervisor -Responsibilities included Surveying, Earth works, Drainage system, utilities and road constructions; scheduling, staffing, subcontractor management, and client interface during Project Site Development and improvements for a Shelter Middle School, Metro Rail Station and Broadcasting studio. Partial List of Projects: ^ Doral Middle School Miami Dade County, FL. School District 3. This project included the site development and construction of a new 3 story building, Management office; shelter Auditorium for 600 people, parking lots and road construction of NW 50`~ Street between 109` Av. And 112` Av. Widening and improvement of 109`'' and 1 12`n Avenues. ^ Broadcasting Studio. Miami Dade County, Fl. Project included site development and construction of a new 1 story building and parking lot, road improvements along NW 75th Street between 74`h Av. And 72°d Av. ^ Middley Metro Rail Terminal. Miami Dade County. FL. Florida Department of Transportation. Project Site development work consisted of developing earth works, drainage systems, grading, and filling. ^ Memorial Hospital. Broward County FL. Project consisted of development of a new hospital. Work experience consisted of lay out production for site development consisting in earth woks, lakes digging, drainage systems, utilities, parking lots, road construction, road improvements and traffic signalization. Review, submittal and supervision of as built and client interface. ^ Seminole Tribe Casino. Broward County FL. Project consisted of the development of a multi story building. Work experience consisted of lay out production for site development consisting in earth woks, lake digging, drainage systems, utilities, parking lots, road construction, road improvements and traffic signalization. Review and submittal of As built and coordination with Project Managers. ^ Port Everglades. Broward Count'. Fl. Port Authority. Site improvements consisting of Lay out and As built production for drainage systems, roads, wall barriers, fire protection systems and building relocations. ^ Commercial Projects. Broward County. Fl Lay out and As built production for different new projects including major retailers like SuperTarget, Target, Super Walmart, Walmart, Publix, and Win Dixie. Page 1 ConsulTech SURVEYING 8 MAPPING, INC. Jorge A. Munoz Cadd Technician Education: High School Degree obtained at Instituto Tecnico Superior (Colombia, S.A.) Technical school, Specialization: Technical Drawing. Currently seeking an Associate in Science in Civil Engineering Technology, at Broward Community College, Pembroke Pines, FL High-Definition Surveying 3d Laser Scanner. Years Experience: 4 Mr. Munoz's experience for the last 4 years has been in Right of Way Mapping, Boundary Survey, Specific Purpose Survey, As-Builts and Plats. He is quite experienced in Autodesk Land Desktop, Leica Geosystems High-Definition Surveying 3d Laser Scanner. Relevant Experience: ^ Consul-Tech Surveying & Mapping: 03/2006 -Present: CADD Technician, Central Broward Water Control District -Prepare R/W Maps for 21 Canals located From: Stirling Rd. To I-595 & Florida Turnpike to I- Placed on the Florida State Plane Coordinate System and drafted using Autodesk Land Desktop. 2006 -Present: CADD Technician, South Broward Drainage District and South Florida Resource Conservation & Development Council - Hurricane Wilma Erosion Project on Lakes: Sunset Lake No. 1 & 3, Harbour Lake Estates. Drafting Plats, Right-of-way and Topographic Information, Cross-Sections and Contour Lines. ^ Biscayne Engineering: March 2003 -March 2006: Cadd Technician PARTIAL LIST OF PROJECTS: ^ Central Broward Water Control District - Prepare R/W Maps for 21 Canals located From: Stirling Rd. To I- 595 & Florida Turnpike to I- Placed on the Florida State Plane Coordinate System and drafted using Autodesk Land Desktop. ^ South Broward Drainage District and south Florida Resource Conservation & Development Council- Hurricane Wilma Erosion Project on Lakes: Sunset Lake No. 1 & 3, Harbour Lake Estates. Drafting Plats, Right-of-way and Topographic Information, Cross-Sections and Contour Lines. ^ University of Miami -Preparing Right-of-way and Topographic information of University of Miami Campus, located in Coral Gables. ^ Samara Engineering -Right-of-way Maps for Canal C-102 ~" Consul-Tech Surveying & Mapping, Inc. Page 1 _ FZ. ALEMAN DENNIS M. STANTON r- 'f & Associates, Inc. TITLE: Utility Locating & Designation Manager EDUCATION: B.A. Liberal Arts Old Westbury, NY 1985 PROFESSIONAL Member of Miami-Dade County Utility Coordinating Council Member of Sunshine One Call of Florida AFFILIATIONS: Member of the Florida Utility Coordinating Committee Member of Broward County Utility Coordinating Council Member of the Subsurface Utility Engineering Association Member of National Utility Locating WORK HISTORY: 1996 -Present F.R. Aleman & Associates, Inc. 1993 - 1996 Accurate Locating, Inc. SUMMARY: Mr. Stanton has specialized in utility coordinating, mapping and protection of subsurface utility systems for sixteen years. He has relevant and recent work experience in designating, locating and plant protection projects. He has performed utility investigations with a variety of electronic detection devices, survey equipment and air/vacuum excavators on numerous projects throughout Florida, New York, Virginia and Maryland. He has supervised over 10,000 test holes and over 1,000,000 utility feet of designating. EXPERIENCE: Districtwide Utility Negotiations/Coordination (5/2004 -Present) FDOT 4 Mr. Stanton provides Utility Coordination services on this contract. FRA has successfully completed over 10 major utility coordination assignments for the Department. Tasks have included all phases of utility negotiations, relocation and cost estimates all the way through to construction. Contact: Ms. Anne Endsley / Mr. Gary Keife, P.E. (954) 777-4128 / (954) 777-4684 Districtwide Utility Location Services (8/1999 - 12/2005) FDOT 6 Mr. Stanton, as the Project Manager, facilitates a quick response to the Department when ordering subsurface exploration services. He provides all the necessary services to designate, locate by excavation, survey and map existing surface and subsurface utilities to support the design of construction plans on projects selected by the Department. He provides exact horizontal and vertical locations of existing underground utilities by way of electromagnetic, sonic and other geophysical location techniques including vacuum excavation. Contact: Mr Tony Soto (305) 470-5232 Districtwide Subsurface Utility Engineering (2 Consecutive Contracts: 8/2001 - 8/2006 & 7/2006 -Present) FDOT 7 Mr. Stanton, as the Project Manager, provides all the necessary services to designate, locate by excavation, survey and map existing surface and subsurface utilities to support the design of construction plans on projects selected by the Department. He provides exact horizontal and vertical locations of existing underground utilities by way of electromagnetic, sonic and other geophysical location techniques including vacuum excavation. Contact: Mr. John Kubler (813) 975-6152 Geotechnical Services for the Miami Intermodal Center (11/2000 - 2004) FDOT 6 Mr. Stanton, as the Utility Coordinator for the prime consultant, provides all the necessary services to designate, locate by excavation, survey and map existing surface and subsurface utilities to supportthe three design consultants forthe MIC under contract to FDOT. He provides exact horizontal and vertical locations of existing underground utilities by way of electromagnetic, sonic and other geophysical location techniques including vacuum excavation. Contact: Mr Tony Acosta, P.E. General Consultant PM for FDOT (305) 592-7283 Districtwide PD&E Studies (11/2000 - 2003) FDOT 6 Although a PD&E project, UTILITY LOCATING services were assigned to support design contracts. Mr. Stanton managed the utility coordinating, locating and designating services for this contract. A special commendation from the project manager was received for FRA's utility services. Contact: Mr. Gasparlobaina, P.E., PSM (305) 470-5418 Miami ~ Jacksonville ~ Orlando ~ Tampa ~ Tallahassee TITLE: Professional Surveyor EDUCATION: B.D. Surveying Camaguey School Cuba 1965 B.S. Ciego de Avila Cuba 1959 Attended Ignacio Agramonte Univ. Cuba 1958 REGISTRATION: Professional Surveyor and Mapper Florida (No. LS-0002821) AFFILIATIONS: American Congress of Surveyors & Mappers (AGSM) National Society of Professional Surveyor (NSPS) WORK HISTORY: 2001 -Present F.R. Aleman & Associates, Inc. 2001 - 1984 Fernando Z. Gatell, Inc. SUMMARY: Mr. Gatell is the Director of Surveying & Mapping for F.R. Aleman & Associates, Inc. and is responsible for all related operations. Mr. Gatell has over 35 years of experience which covers all of the facets of Surveying and Mapping, from complicated boundary disputes to Right-of-Way, engineering, design, environmental, GPS, construction and specialized surveys. EXPERIENCE: Miscellaneous Intersection Improvements -Orange County (Sub) FDOT 5 FRA provided miscellaneous surveys and utility locates at the following locations in Orange County: McCulloch Road, Dean Road with Lake Georgia Drive, Chickasaw Trail, Millinockett Lane, Lake Underhill Road, Golden Rod Road. Design/Build Limited Access ROW Fencing in Clay County FDOT 2 Mr. Gatell will serve as the Project Surveyor. This is a Design Build project for fencing the SR 23 (Branan Field Chaffee Road) Limited Access Right of Way from SR 21 (Blanding Blvd.) northward to 300 feet north of Kendlewood drive at Clay County. Fence line staking and minor roadway improvements will also be provided. Involves control, design, right of way and construction surveying. Contact: Mr. James Martin, P.E. (386) 961-7532 Districtwide Engineering Survey Consultant (2 Prime Contracts 10/1996 - 7/2001) FDOT 6 Mr. Gatell serves(d) as the Project Manager for these contracts under which he supervised 170 different LOAs for the last 7 years. The projects assigned by District 6 include but are not limited to, establishment of baselines, reference points, bench marks, cross sections, topographical features, DTM, GPS and monumentation for FDOT right of ways and control maps. Currently, FRA is providing managerial assistance to the Department in the management of other consultants' survey contracts. Contact: Mr. Gaspar Lobaina, P.E., PSM (305) 470-5418 D/W Surveying and Mapping FDOT 6 This districtwide contract involved miscellaneous surveying and mapping of several locations throughout Miami-Dade and Monroe Counties. Some of the tasks under this contract have included: ALEMAN FERNANDO Z. GATELL, PSM SR 826 NW 36`" ST. Area parcels. Establish controls and stake out Parcels; SR 826/SR 836 Corridor Set 170 Aerial Targets, establish x, y and z coordinates at Aerial Targets GPS and conventional. This is only one of 162 L.O.A. performed under this contract. SR 997 / SR 90 Intersection Bridge Replacement Survey; SR 826 / SW 32ntl St. Right of Way Parcels. SR 25 Digital Update of previous field work. Indian Creek at A1A Miami Beach Update Topo and DTM. Contact: Mr. Arturo Toriac, PSM (305) 470-5195 Districtwide Utility Location Services (2000 - 2005) FDOT 6 Mr. Gatell leads the survey services for this contract which involves designating, locating, surveying and mapping of existing surface and subsurface utilities to support the design of construction plans on projects selected by the Department. Contact: Mr. Tony Soto (305) 470-5232 Miami ~ Jacksonville ~ Orlando ~ Tampa ~ Tallahassee F'c, ALEMAN &Asso~ates, ~. TITLE: Professional Land Surveyor & Mapper EDUCATION: B.S. Havana's Surveying School Havana, Cuba 1955 B.D. Havana's Surveying School Cuba 1957 Attended University of Havana Cuba 1960 REGISTRATION: Licensed Land Surveyor State of Florida (LS. 3044) PROFESSIONAL AFFILIATIONS: Florida Society of Surveyors and Mappers SUMMARY: Mr. Hernandez has over forty years of experience in the~field of Civil Engineering and Surveying & Mapping. He joined FRA after retiring from the Florida Department of Transportation. Mr. Hernandez served an initial 8 years with District 4, then another 24 with District 6; during his career with FDOT he served indifferent capacities of the Survey & Mapping Departments. EXPERIENCE: Miscellaneous Survey Services Miami Parking Authority Mr. Gatell serves as the Project Managerforthis contractwhich consists oftopographicalsurveys of different parcels belonging to the Miami Parking Authority. Most recently, FRA prepared a record plat "canner" at NW Miami Avenue, between NW 2nd Street and NW 3'd Street for the construction of a 38-story Marriot Hotel building. Contact: Mr. Yanei Crespo / Mr. Mark Trowdrige (305) 461-0045 General Land & Engineering Surveying Miami-Dade County Public Schools Mr. Hernandez works as a Project Surveyor in the preparation of boundary, topographic, and specific purpose surveys in several public schools, as well as other areas. Although this is a relatively new project for FRA, to-date we have already been completed six work orders. Locations included: Leisure City Elementary; Nautilus Middle/Polo Park; Joella Good Elementary; MAST Academy; Redondo Elementary; and Central West Transportation. Contact: Ms. Nancy Tobin - MDCPS Manager 11 (305) 995-2423 Design/Build Limited Access ROW Fencing in Clay County FDOT 2 Mr. Hernandez assists the Project Surveyor with assignments as needed. This is a Design Build project for fencing the SR 23 (Branan Field Chaffee Road) Limited Access Right of Way from SR 21 (Blanding Blvd.) northward to 300 feet north of Kendlewood drive at Clay County. Fence line staking and minor roadway improvements will also be provided. Involves control, design, right of way and construction surveying. Contact: Mr James Martin, P.E. (386) 961-7532 Districtwide Surveying & Mapping FDOT 6 Mr. Hernandez has served as a Project Surveyor on this contract for nearly a year. In this time, he has performed over 9 LOAs. Below is a listing of some locations: ^ SR826 /Sunny Isles Blvd ^ SR968 SW 1~' Street (R/W research & preparation of permanent ^ NW South River Drive easement) ^ SR856/ William Lehman Causeway ^ SR25 NW 36 Street Contact: Mr. Gaspar Lobaina, PE, PSM -District Surveyor (305) 470-5418 Mr. David Futch, PSM -District Location Surveyor (305) 470-5410 Florida Department of Transportation (FDOT) District 6 1979 - 2003 Mr. Hernandezjoined District 6 after serving 8 years with District 4. He served as the District Assistant Right-of-Way Mapping Surveyor for 24 years with the Miami Office. During his time with this District, he was involved with several State Road and other projects funded by FDOT out of State Roadway System. Mr. Hernandez' duties included: QA/OC final products; review/revise all ROW projects prepared by consultants or FDOT personnel; provide ROW information to general public, consultants and FDOT personnel; respond to TIIFT reservation inquires; provided training to FDOT trainee employees; Administrative duties (included: Employees Performance Reports; Review Employee Timesheets; Review Consultant Proposals; Provide Inputs on Right-of-Way Manual, etc). OSCAR C. HERNANDEZ, PSM Miami ~ Jacksonville ~ Orlando ~ Tampa ~ Tallahassee - ~ - -- t Qualification Summary: I.F. Rooks Ike is a principal of the firm and brings over 18 years of professional experience. He has managed photogrammetric projects for both the public and private sector, ranging in scope from transportation to land development to environmental. Ike offers extensive familiarity with FDOT standards, procedures, practices, and guidelines. His experience with the FDOT includes managing aerial photography/photogrammetry projects in each of the 8 Districts and managing District Wide Continuing Services contracts in District's 4 and 6. Ike is a member of the Florida Surveying & Mapping Society and the American Society for Photogrammetry and Remote Sensing. Kev Proiect Experience: I-75 from SR 78 to Kings Hwv P D & E-(FDOT District i) 2D planimetric and 3D DTM topographic mapping @ 1"=40'. Digital Mosaic- 1"=40'. The mapping imagery was obtained via Helicopter at an altitude of 350'. The mapping was delivered in MicroStation &GeoPak formats. US 301 from SR 674 to Gibsonton Dr. (FDOT District 7) 2D planimetric and 3D DTM with 1"=20' topographic mapping. 1"=20' Digital Mosaic. The mapping imagery was obtained via Fixed Wino aircraft at an altitude of 800'. The mapping was delivered in MicroStation &GeoPak formats. ,~ Mainline Widening fm Atlantic to Broward/Palm Beach Line-(Turnpike) 2D planimetric mapping and 3D DTM (600' Corridor). 1"=20' Digital Mosaics. The mapping imagery was obtained via Fixed Wino aircraft at an altitude of 800' & 6000'. The mapping was delivered in MicroStation &GeoPak. SR 436 from East of SR 415 to Volusia Co. Line (FDOT District 5) 2D planimetric and 1"=40' Digital Mosaic. The mapping imagery was obtained via Fixed Wina aircraft at an altitude of 150'. The mapping was delivered in MicroStation &GeoPak formats. SR 838 from I-95 to AlA (FDOT District 4) 2D planimetric mapping and 1"=40' Digital Mosaic. The mapping imagery was obtained via Fixed Wina at an altitude of 1500'. The mapping was delivered in MicroStation &GeoPak formats. District-wide Aerial Photograahv/Photogrammetry (FDOT District 6) (Awarded 5/2005) Client: Florida Department of Transportation, District 6 Project Manager: David Futch, PLS @305-470-5414 1000 NW 111th Avenue Miami, FL 33172 District-wide Digital Roadway Inventory (FDOT District 3) Client: Florida Department of Transportation, District 3 Project Manager: Rex Windham @ 850-638-0250 x541 1074 Hwy 90 Chipley, FL 32428 Ike Rooks, P.S.M. Solutions Through Photogrammetry I. F. Rooks & Associates, Inc.~106 NW Drane Street~Plant City, FL 33563 Phone (813)752-2113(800)495-3240~Fax (813)752-3102~on the web @www.ifrooks.com ~~Ve MCIC~~/, P.S.M. Solutions Through Photogrammetry Sr. Project Manager/Certified Photogrammetrist Qualification Summary: I.F. Rooks Dave offers over 23 years of professional experience in photogrammetric mapping, from production to management of projects throughout the United States and Canada. His management responsibilities include projects ranging from transportation, land development and environmental, to coordination of survey, flight management and data collection for Nuclear Facilities in Canada. Dave also ensures the client's complete satisfaction with delivered mapping products. Dave is a Certified Photogrammetrist (ASPRS) as well as being registered with the State of Florida as a Professional Surveyor and Mapper. Kev Proiect Experience: I-75 from SR 78 to Kinas Hwv P D & E- (FDOT District 1) 2D planimetric and 3D DTM. 1"=40' topographic mapping. 1"=40' Digital Mosaic. The mapping imagery was obtained via Helicopter at an altitude of 350'. The mapping was delivered in MicroStation &GeoPak formats. US 301 from SR 674 to Gibsonton Dr. (FDOT District 7) 2D planimetric and 3D DTM. 1"=20' topographic mapping. 1"=20' Digital Mosaic. The mapping imagery was obtained via fixed wing aircraft at an altitude of 800'. The mapping was delivered in MicroStation &GeoPak formats. I-75 from SR 681 to River Road (FDOT District 1) 2D planimetric and 3D DTM. 1"=40', 1" = 200 & 1"=400' Digital Mosaics. The mapping imagery was obtained via Helicopter at an altitude of 350'. The mapping was delivered in MicroStation &GeoPak formats. SR 436 from East of SR 415 to Volusia Co. Line (FDOT District 5) 2D planimetric and 1"=40' Digital Mosaic. The mapping imagery was obtained via fixed wing aircraft at an altitude of 150'. The mapping was delivered in MicroStation &GeoPak formats. Ontario Power Generation (Bruce Nuclear Facility) 1:2000 topographic mapping with .5 meter contour interval for drainage study and 1:2000 Digital OrthoMosaic. The mapping was delivered in AutoCAD and ASCII formats, imagery was delivered in GeoTIFF format. District-wide Aerial Photography/Photogrammetrv (FDOT District 6) (Awarded 5/2005) Client: Florida Department of Transportation, District 6 Project Manager: David Futch, PLS @305-470-5414 1000 NW 111th Avenue Miami, FL 33172 District-wide Digital Roadwav_Inventorv (FDOT District 3) Client: Florida Department of Transportation, District 3 Project Manager: Rex Windham @ 850-638-0250 x541 P.O. Box 607 Chipley, FL 32428 I. F. Rooks & Associates, Inc.~106 NW Drane StreetNPlant City, FL 33563 Phone (813)752-2113(800)495-3240~Fax (813)752-3102~on the web @www.ifrooks.com Miller Solutions Through Photogrammetry Production Manager ~~ Qualification Summary: I.F. Rooks Mike has over 19 years experience in photogrammetric mapping from military training to the mapping of transportation, land development to environmental projects. He has considerable FDOT experience. Mike offers extensive experience scheduling production personnel and equipment; monitoring schedules, ensuring that contract specifications are met, and preparing progress reports. Kev Proiect Experience: I-75 from SR 78 to Kings Hwv P D & E-(FDOT District 1) 2D planimetric and 3D DTM topographic mapping @ 1"=40. Digital Mosaic @ 1"=40. The mapping imagery was obtained via Helicopter at an altitude of 350'. The mapping was delivered in MicroStation &GeoPak formats. US 301 from SR 674 to Gibsonton Dr. [FDOT District 7) 2D planimetric and 3D DTM. 1"=20' topographic mapping. 1"=20' Digital Mosaic. The mapping imagery was obtained via Fixed Wina aircraft at an altitude of 800'. The mapping was delivered in MicroStation &GeoPak formats. I-75 from SR 681 to River Road (FDOT District 1) 2D planimetric and 3D DTM. 1"=40', 1" = 200 & 1"=400' Digital Mosaics. The mapping imagery was obtained via Helicopter at an altitude of 350' and Fixed Wing @1500'. The mapping was delivered in MicroStation &GeoPak formats. SR 436 from East of SR 415 to Volusia Co. Line (FDOT District 5) 2D planimetric and 1"=40' Digital Mosaic. The mapping imagery was obtained via Fixed Winq aircraft at an altitude of 150'. The mapping was delivered in MicroStation &GeoPak formats. I-75 at the Mvakka River Bridge Widening & Design (FDOT District 1) 1"=20' topographic mapping with .5 foot contours and 1"=20' Digital OrthoMosaic. The mapping imagery was obtained via Helicopter at an altitude of 350'. The mapping was delivered in MicroStation &GeoPak formats District-wide Aerial Photograuhv/Photogrammetry (FDOT District 6) (Awarded 5/2005) Client: Florida Department of Transportation, District 6 Project Manager: David Futch, PLS @305-470-5414 1000 NW 111th Avenue Miami, FL 33172 District-wide Digital Roadway Inventory (FDOT District 3) Client: Florida Department of Transportation, District 3 Project Manager: Rex Windham @ 850-638-0250 x541 P.O. Box 607 Chipley, FL 32428 I. F. Rooks & Associates, Inc.~106 NW Drane StreetNPlant City, FL 33563 Phone (813)752-2113(800)495-3240~Fax (813)752-3102~on the web @www.ifrooks.com