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JBM Data System, LLC RFQ 03-06/07JBM Data System, LLC '~ Trademarks All brand names and product names are trademarks or registered trademarks of their respective companies. JBMDS is not associated or under any type of agreement with any of them. Quality JBM Data System, LLC is a group of dedicated professionals, the quality is our ultimately goal. We are welcome to your comments and suggestions in order to further improve this document. Notice of proprietary information © 2005 JBM Data System, LLC (JBMDS), Coral Gables, Florida All rights reserved to JBMDS. it's done Technical proposal and relevant information, the integral parts of this book, might be used by recipient only. Only the authorized representative of the recipient is authorized to use it for the purpose of evaluation. None of the information is permitted to be distributed or reproduce by any one other than said representative. City of Miami Beach November, 200b VUWW JBMDataSystem.com Proprietary Statement RFQ: 03-06/07 Pg.1-a JBM Data System, LLC Item 1 Table of Contents it's done Item 2 - a.) Introduction letter ................................................................................ p g 1 a e - b) Minimum Requirements/Qualifications .....................................................Wage 2 1. Team's experience .................................................................................. v ..page 2 2. Project Manager's experience ............................................................. pages 3-9 3. Previous similar projects ....................................................................pages 1 D-19 - c) Cost Information ....................................................................... . ..page 20 - d) Client performance evaluation survey ...........................................pages 21-29 - e)Methodology and approach ...................................................................page 30-45 - ~ Qualifications and consultant team ..........................................................page 46 1. Organizational chart and resume ................................................ - ..pages 4 2. Professional Licenses ................................................... ......................... p - g) Risk assessment plan ......................................................................pages 66 67 - Acknowledgment ofAddenda .............................................................. ..page - Declaration ................................................................................. - Sworn Statement/Section 287.133 (3) (a) ..................................... . ... page ago 69 - Questionnaire ......................................................................... s 72-76 ..page - Miami-Dade County pre qualification and certificate .................................pages 77-78 - Florida Department of Transportation qualification letter ................................page 79 - Quality control system and procedure ......................................................pages 80-87 - Sample of MS project management Gantt chart ...............................................page 88 - Insurance Certificate ............................................................. 9 ........... page 8 - Space for notes and questions for oral presentation ............................................ blank City of Miami Beach WWW.16MDataSvstem com RFQ #03-06/07 November 2006 Table of Contents .76M Data System, LLC ;t's done 4uuu nonce de Leon Boulevard, Suite 470 Coral Gables, FI 33146 Telephone: 305.777.0248 Fax: 305.777.0449 November 17, 2006 City of Miami Beach, City Hall Procurement Division -- Third Floor 1700 Convention Center Drive Miami Beach, Florida 33139 RE: CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH, RFQ # 03-06/07 To Whom It May Concern: JBM Data System, LLC (JBMDS) is pleased to present this technical proposal for the CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPING SERVICES, ON AN AS-NEEDED BASIS, FOR THE CITY OF MIAMI BEACH, RFQ: # 03-06/07. JBMDS is a qualified team of surveyors, familiar with the City and your standards, and ready to respond promptly to your project needs. We understand your objective to obtain experienced consultants with hardware/software packages to support various geodetic control, design, right-of--way, boundary, topographic, construction projects, with GIS-GPS capability. JBMDS has its own resources to respond to your work orders immediately. We build the staff and the office in Coral Gables at the technical level that will always exceed your requirements. We own the latest robotic, conventional and GPS equipment and computer hardware/software, certifiably compliant with FGSC requirements. JBMDS is a qualified and certified consultant by FDOT and Miami-Dade County. We satisfy all requirements from RFQ. Please review our responsibility documentation and compliance disclosure form and our technical proposal. JBMDS does not anticipate using sub-consultants for this contract. JBMDS will dedicate no less than two full equipped crews at any time to the City for the duration of the contract. For any additional questions, please do not hesitate to contact me directly at 305-710-5960 or via e-mail: JMalesevic u>,JBMDataSystem.com at your earliest convenience. We are very excited and we look forward to establish a long, mutually beneficial business relationship with the City of Miami Beach. Sincerely, 1BM Data System, LLC c ovica B. s i , P City of Miami Beach WwW.]BMGat~Syster7~.corn RFQ: 03-06/07 November, 2006 Cover Letter pg ~ ,1 Section b) -1: Team's Experience: . ~~. o _~~ :~Ea ~ was founded in 2004 with a vision to fill the gaps between well established local companies who do not keep up with new technology, and big companies with slow mobilization and big overhead, which are exclusively targeting major government projects. The company is headquartered in Coral Gables, Florida. The majority of the Company's core businesses are focused on bringing complete, integrated solutions that provide a seamless flow of position information in the field and in the office simultaneously. To do this, JBMDS utilizes advanced positioning technologies (including Global Positioning System or GPS, optical, and laser technologies) combined with wireless communications and applications software, to get data accuracy down to several millimeters. These increase productivity through time and cost savings. The cost savings can be significant, as the need for unqualified labor is reduced, rework from mistakes is less frequent, and the time to finish a job is shortened. The Company provides complete solutions to three core markets: state and local governments, engineering/architectural design and construction, and high-value data collection. JB1lIDS targets these markets through strategic alliances with industry leaders, and a global distribution channel that the company believes is an essential in the industry. JBMDS has also been the leading innovator in utilizing GPS technology through the development of data packages that can be implemented into clients' existing GIS. Through the use of GPS components, customers are able to determine position and make the link to relevant data. This information remains important today for synchronization of the existing systems with "real life changes", constant changes in technology, as well as many consumer applications such as in-vehicle navigation and wireless handhelds (cell phones, PDA's, etc.). JBMDS is selecting components for each project in order to optimize efforts and to get accurate and low cost products. Our employees are dedicated and digitally oriented. JBMDS staff members are well qualified and with technical background in surveying and mapping. We believe that only qualified people can find a place in Surveying/GPS GIS environment. We also believe that the company value is aligned with the values and experience of people who perform the work. In order to give the best, JBMDS is constantly looking for the best technical solution in a competitive environment. This team has been performing together during the last six years, three of them as an integral part of JBMDS. JBMDS is client-oriented and very selective in our effort to grow. We do believe in partnering and long-term relationships. Recently, JBMDS was awarded a 3 years open-ended contract for surveying and mapping services by Miami-Dade County. We are unique and relatively small group with technical capability of industry giants and experience of long and well established local companies. ~ Please review Standard Form 330 (Standard Form 254 is obsolete) below Section b-2 and Section b-3 for the listing of the previous similar projects City of Miami Beach VWVW.JBMDataSystem.com RFQ: 03-06/07 November 2006 Technical Proposal Pg. 2 ~ Section b) - 2: Project Manager's Experience: Jovica B. Malesevic, PSM, Principal and Project Manager with over 20 years of experience in surveying and mapping and over 14 years of local presence. Combination of the principal role and experienced project manager is unique. With a Master's Degree in Geodetic Sciences and a Degree in Civil Engineering, Mr. Malesevic is committed to his project management role and vision to constantly update and implement new technologies in order to satisfy the client's expectations and schedules. In addition, Mr. Malesevic has been training and shaping our team since the establishment of the company. Additional Reference: 954 954 001 Michael Couch 448-1165 473-2990 ULCSI As lundh Holl ood 9/6/2006 $17,000 305 305 DERM, Miami- Storm Water 002* Antonio Cotarelo 372-6950 372-6460 Dade Invento 9/30/2002 $349,690 954 954 003 Michael Couch 448-1165 473-2990 ULCSI As lundh Sarasota 2/15/2006 $50,500 305 305 DERM, DORM Florida City 004* Dorian Valdes 372-6529 372-6459 Miami-Dade Count. Canal 1/31/2003 $324,500 954 954 Bear Cut Brdg. 005 Michael Couch 448-1165 473-2990 ULCSI As lundh Ke Bisca ne 7/31/2005 $23,544 James 941 941 Ground 006* F. Owens 646-4771 646-3378 Polk Count Control 5/31/2002 $30,000 407 407 007* Robert Good 628-9555 386-6101 The Good Grou Dol hin Mall 8/31/2005 $4,500 407 407 008* Robert Good 628-9555 386-6101 The Good Grou Dol hin Mall 7/31/2005 $12,500 James 954 954 Ft Lauderdale 009* V. Davis 566-8341 565-5421 Tetra Tech International A. 9/30/2003 $48,500 County wide Alberto 305 305 RW ant topo 010* D. Ar udin 551-4608 551-8977 A.D.A. En ineerin DORM 9/30/2002 $100,000 * Indicates the projects performed before joining JBMDS Mark Willms, Surveyor Technician, Task and assistant to the project manager, junior project manager in training and with over 7 years of experience in surveying and mapping. Mr. Willms is experienced in managing survey crews, managing small and medium size projects, and also has a background in surveying and engineering. Please review the resumes in Section f-1. ~ JBM Data System, LLC or any of onr members are not under any current or pending legal claim since its establishment. City of Miami Beach WVWV.JBMDatasvstem.com TtFQ: 03-06!07 November 2006 Technical Proposal Pg. 3 ARCHITECT -ENGINEER QUALIFICATIONS PART 1-CONTRACT-SPECIFIC QUALIFICATIONS .. CONTRACT INFORMATION 1. TITLE AND LOCATION (City and State): FOR CITYWIDE SURVEYING, TOPOGRAPHICAL AND MAPPINGSERVICES, ON AN AS-NEEDED BAST 2. PUBLIC NOTICE DATE: October 18, 2006 3. SOLICITATION OR PROJECT NUMBER: RFQ 03-06/07 B. ARCHITECT-ENGINEER POINT OF CONTACT 4. NAME AND TITLE: Jovica B. Malesevic, President 5. NAME OF FIRM: JBM Data System, LLC 6. TLEPHONE NUMBER: 305.777.0248 7. FAX NUMBER: 305.777.0449 8. E-MAIL ADDRESS: JMalesevicCc~JBMDataSystem.com C. PROPOSED TEAM (Complete this section for the prime cor-tractor and aN key subcontractors.) 9a. PRIME (CHECK HERE): X 9a. JOINT-VENTURE PARTNER (CHECK HERE): 9a. SUBCONTRACTOR (CHECK HERE): 9a. FIRM NAME: JBM Data System, LLC "'~. IF BRANCH OFFICE CHECK HERE: ~ Ja. ADDRESS: 4000 Ponce de Leon Boulevard, Suite 470, Corsi Gables, F1 33146 11 a. ROLE iN THIS CONTRACT: Prime Consultarrt for Surveying Services D. ORGANIZATIONAL CHART Of PROPOSED TEAM (Attached; check here) please review Section f-4 Please review Section f-1 ~" City of Miami Beach WWW.1BMData5vstem.com RFQ #03-06/07 November 2006 SF-330 Formerly SF-254 pg, q E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT 12. NAME: Jovica B. Malesevic, PSM ROLE IN THIS CONTRACT: Project Manager 14a. YEARS EXPERIENCE -TOTAL: 20 14b. YEARS EXPERIENCE -WITH CURRENT FIRM: 3 15. FIRM NAME AND LOCATION (City and State): JBM Data System, I.LC; Coral Gables, Florida 16. EDUCATION (DEGREE AND SPECIALI7.4TION): Master of Geodetic Sciences, Degree in Civil Engineering 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND D/SC/PLINE): PSM #5681 State of Florida, Professional Geodetic Engineer--EU 111920-8E 18. OTHER PROFESSIONAL QUALIFICATIONS {Publications, Organizations, Training, Awards, etc.): Geodetic Engineer, please review attached resume 19a(1) RELEVANT PROJECT -TITLE AND LOCATION: COnBtILCt10n Stal(Ina anti a5-built survey A-1-A, Ft Lauderdale, FI 19a(2) RELEVANT PROJECT -YEAR COMPLETED -PROFESSIONAL SERVICES: 2005 19a(2) RELEVANT PROJECT -YEAR COMPLETED -CONSTRUCTION: 2005 19a(3) RELEVANT PROJECT -BRIEF DESCRIPTION R-of-W Reconnaissance CORSt. Staking atld aS-built survey AND SPECIFIC ROLE: PM 19a(3) RELEVANT PROJECT -BRIEF DESCRIPTION -Check here 'rf projed performed with current firm: Yes 19b(1) RELEVANT PROJECT -TITLE AND LOCATION Boundary and TOpOgraphiC SUrv@y for d@Sign purpos@S at Dolphin M811, Miami, FI 19b(2) RELEVANT PROJECT -YEAR COMPLETED -PROFESSIONAL SERVICES: 2005 19b(2) RELEVANT PROJECT -YEAR COMPLETED -CONSTRUCTION (If applicable): 2005 19b(3) RELEVANT PROJECT -BRIEF DESCRIPTION (Boundary and topographic, Legal Description.) AND SPECIFIC ROLE: PM ''b(3) RELEVANT PROJECT -BRIEF DESCRIPTION -Check here if project perforated with current firm: Yes 19c(1) RELEVANT PROJECT -TITLE AND LOCATION COnstructiOn Staking and 8S-built SUrv@y Bear Cut, Key 618Cay~@, DIRECTIONAL BORE 19c(2) RELEVANT PROJECT -YEAR COMPLETED -PROFESSIONAL SERVICES: 2005 19c(2) RELEVANT PROJECT -YEAR COMPLETED -CONSTRUCTION (!f applicable): 2005 19c(3) RELEVANT PROJECT -BRIEF DESCRIPTION (R-of-W definition, staking and Directional Bore Navigat/on) AND SPECIFIC ROLE: PM 19c(3) RELEVANT PROJECT -BRIEF DESCRIPTION -Check here if project performed with current firm: 19d(1) RELEVANT PROJECT -TITLE AND LOCATION Boundary and topographic survey for the South Port Extension, Providenciales, TC 19d(2) RELEVANT PROJECT -YEAR COMPLETED -PROFESSIONAL SERVICES: 2005 19d(2) RELEVANT PROJECT -YEAR COMPLETED -CONSTRUCTION (If applicable):2006 19d(3) RELEVANT PROJECT -BRIEF DESCRIPTION (Boundary and topographic, DTM, cross sections .) AND SPECIFIC ROLE: PM 19d(3) RELEVANT PROJECT -BRIEF DESCRIPTION -Check here if project performed with current firm: Yes 19e(1) RELEVANT PROJECT -TITLE AND LOCATION Horizontal and Vertical Ground Control, Polk County, Fi 19e(2) RELEVANT PROJECT -YEAR COMPLETED -PROFESSIONAL SERVICES: 2002 19e(2) RELEVANT PROJECT -YEAR COMPLETED -CONSTRUCTION (If applicable): WA 19e(3) RELEVANT PROJECT -BRIEF DESCRIPTION (Targe#ing and GPS measurements of the Ground Control) AND SPECIFIC ROLE: PM 19e(3) RELEVANT PROJECT -BRIEF DESCRIPTION -Check here 'rf project performed with current fine: No City of Miami Beach WWW.JBMDatasvstem com RFQ ##03-06/07 November 2006 SF-330 Formerly SF-254 pg_ 5 19a(1) RELEVANT PROJECT -TITLE AND LOCATION: Land Subdivision and Survey for th@ purpose of plaiting, Providenciales, TC 19a(2) RELEVANT PROJECT -YEAR COMPLETED -PROFESSIONAL SERVICES: 2005 19a(2) RELEVANT PROJECT -YEAR COMPLETED -CONSTRUCTION: N/A a(3) RELEVANT PROJECT -BRIEF DESCRIPTION (Surveying and Final Plat pn3paration and recordation) AND SPECIFIC ROLE: PM 19a(3) RELEVANT PROJECT -BRIEF DESCRIPTION -Check here 'rf project performed with current firm: Yes 19b(1) RELEVANT PROJECT -TITLE AND LOCATION Dolphin Mall, construction survey for the purpose of the cutting of the existing building an building new 28-foot high wall, Miami, FI 19b(2) RELEVANT PROJECT -YEAR COMPLETED -PROFESSIONAL SERVICES: 2006 19b(2) RELEVANT PROJECT -YEAR COMPLETED -CONSTRUCTION (If applicable): 2006 19b(3) RELEVANT PROJECT -BRIEF DESCRIPTION (Boundary and construction layout, as-built survey) AND SPECIFIC ROLE: PM 19b(3) RELEVANT PRWECT -BRIEF DESCRIPTION -Check here 'rf project performed with current firm: Yes 19c(1) RELEVANT PROJECT -TITLE AND LOCATION Directional bore Und@r Mi1mi RiV@r, Miami, FI 19C(2) RELEVANT PROJECT -YEAR COMPLETED -PROFESSIONAL SERVICES: 2005 19c(2) RELEVANT PROJECT -YEAR COMPLETED -CONSTRUCTION (If applicable): 2006 19c(3) RELEVANT PROJECT -BRIEF DESCRIPTION (R-0f-W definftion, staking and DirecSonal Bore NavigaSon) AND SPECIFIC ROLE: PM 19c(3) RELEVANT PROJECT -BRIEF DESCRIPTION -Check here if project performed with current firm: Yes 19d(1) RELEVANT PROJECT -TITLE AND LOCATION Directional bore under NW 57+~ Avenue 19d(2) RELEVANT PROJECT -YEAR COMPLETED -PROFESSIONAL SERVICES: 2006 19d(2) RELEVANT PROJECT -YEAR COMPLETED -CONSTRUCTION (lf applicable):2006 19d(3) RELEVANT PROJECT -BRIEF DESCRIPTION (Right of Way Reconnaissance ConSt. Staking and aS-built Survey .) AND SPECIFIC ROLE: Pfi d(3) RELEVANT PROJECT -BRIEF DESCRIPTION -Check hen: if project performed with current firm: Yes 19e(1) RELEVANT PROJECT -TITLE AND LOCATION CrOSS Section of the Lak@, AS-built v@rification, Miami, FI 19e(2) RELEVANT PROJECT -YEAR COMPLETED -PROFESSIONAL SERVICES: 2005 19e(2) RELEVANT PROJECT -YEAR COMPLETED -CONSTRUCTION (If applicable): WA 19e(3) RELEVANT PROJECT -BRIEF DESCRIPTION (Cross Section of the Lakes) AND SPECIFIC ROLE: PM 19e(3) RELEVANT PROJECT -BRIEF DESCRIPTION -Check here if project performed with current firm: Yes 19a(1) RELEVANT PROJECT -TITLE AND LOCATION: St Johns County Aerial Mapping-LIDAR PrOjeCi, St. Johns County, FI 19a(2) RELEVANT PROJECT -YEAR COMPLETED -PROFESSIONAL SERVICES: 2003 19a(2) RELEVANT PROJECT -YEAR COMPLETED -CONSTRUCTION: N/A 19a(3) RELEVANT PROJECT -BRIEF DESCRIPTION (98 ground control points, UDAR support and AIR-borne session) AND SPECIFIC ROLE: PM 19a(3) RELEVANT PROJECT -BRIEF DESCRIPTION -Check here if project performed with current firm: No 19b(1) RELEVANT PROJECT -TITLE AND LOCATION Martin County Ground Control, Martin County, FI 19b(2) RELEVANT PROJECT -YEAR COMPLETED -PROFESSIONAL SERVICES: 2002 19b(2) RELEVANT PROJECT -YEAR COMPLETED -CONSTRUCTION (If applicable): WA 19b(3) RELEVANT PROJECT -BRIEF DESCRIPTION (GPs 2n° Order Horizontal 3id Order Vertical) AND SPECIFIC ROLE: PM 19b(3) RELEVANT PROJECT -BRIEF DESCRIPTION -Check here if project performed wRh current firm: No City of Miami Beach WWW..76MDataSvstem.com RFQ #03-06/07 November 2006 SF-330 Formerly SF-254 pg. 6 19a(1) RELEVANT PROJECT -TITLE AND LOCATION: Hialeah EXpressway, SR-934--FOOT District 6, State Project WP1116114162 19a(2) RELEVANT PROJECT -YEAR COMPLETED -PROFESSIONAL SERVICES: 2001 19a(2) RELEVANT PROJECT -YEAR COMPLETED -CONSTRUCTION: 2004 a(3) RELEVANT PROJECT -BRIEF DESCRIPTION (Establishing the new R-0riW lines to define the anaa of acqulsJfion) AND SPECIFIC ROLE: PI 19a(3) RELEVANT PROJECT -BRIEF DESCRIPTION -Check here if project performed with current fine: No 19b(1) RELEVANT PROJECT -TITLE AND LOCATION 2003 -Fort Lauderdale International Airport, Ft Lauderdale, FI 19b(2) RELEVANT PROJECT -YEAR COMPLETED -PROFESSIONAL SERVICES: 2003 19b(2) RELEVANT PROJECT -YEAR COMPLETED -CONSTRUCTION (If applicable): 2005 19b(3) RELEVANT PROJECT -BRIEF DESCRIPTION (Primary network control and topographic survey for 3.5 m/1es of AND SPECIFIC ROLE: PM force main for design purposes along perimeter road and across the airport to the new facility 19b(3) RELEVANT PROJECT -BRIEF DESCRIPTION -Check here if project performed with current firm: No 19c(1) RELEVANT PROJECT -TITLE AND LOCATION DERM-Surveying and Storm-water Inventory for Stormwater Management, Master P 19c(2) RELEVANT PROJECT -YEAR COMPLETED -PROFESSIONAL SERVICES: 2001 19c(2) RELEVANT PROJECT -YEAR COMPLETED -CONSTRUCTION pf applicable): WA 19c(3) RELEVANT PROJECT -BRIEF DESCRIPTION (R GPSJRTK field inventory of the e~osting storm-water systems AND SPECIFIC ROLE: PM for the area of 164 square miles) 19c(3) RELEVANT PROJECT -BRIEF DESCRIPTION -Check here If project performed with current firm: No 19d(1) RELEVANT PROJECT -TITLE AND LOCATION 2002 DORM-DERM, Florida City Canal 19d(2) RELEVANT PROJECT -YEAR COMPLETED -PROFESSIONAL SERVICES: 2003 19d(2) RELEVANT PROJECT -YEAR COMPLETED -CONSTRUCTION (If applicable):2005 19d(3) RELEVANT PROJECT -GRIEF DESCRIPTION (survey of 8.5 miles of the existing right of way and topographic survey SPECIFIC ROLE: PM fn compliances with DERM specification. Cross section at every 100 feet at 5 feet interval, FEMA funded proje '~d(3) RELEVANT PROJECT -BRIEF DESCRIPTION -Check here ff project performed with cument firm: No 19e(1) RELEVANT F~ROJECT -TITLE AND LOCATION 2000- 2003 -FOOT District 6 Contract Number C-7081 19e(2) RELEVANT PROJECT -YEAR COMPLETED -PROFESSIONAL SERVICES: 2000-2003 19e(2) RELEVANT PROJECT -YEAR COMPLETED -CONSTRUCTION (If applicable): WA 19e(3) RELEVANT PROJECT -BRIEF DESCRIPTION (GP$ static projects to provide Aerial Ground Control) AND SPECIFIC ROLE: PM 19e(3) RELEVANT PROJECT -BRIEF DESCRIPTION -Check hererf project performed with current firm: No F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) Please review Section b-3 City of Miami Beach WWW.JBMDataSvstem.corn RFQ #03-06/07 November 2006 SF-330 Formerly SF-254 Pg.7 G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS CONTRACT (From Section E, Block 13) 28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in "Example Projects Key" section below before completing table. Place "X" under project key number for participation in same or similar role. 1 2 3 4 5 6 7 8 9 10 Jovica B. Malesevic Project Manager, QA/QC x x x x x x x x x x Atila Rafai Assistant Project Manager, QC x x Mark Willms Assistant Project Manager, QC x x x x x x x x x x Alex Rodriquez Survey Technician, CADD x x x x x x x Thomas Ferguson Field Crew Chief x x x x x x x George Vaval Field Crew Chief x x x x x x x Ai Di Field Crew Chief x x x x x x x Molly Corville CADD x x x x x x x x Hors Skilwise GPS Technician x x x I I 29. EXAMPLE PROJECTS KEY NO. TITLE OF EXAMPLE PROJECT FROM SECTION F) NO. TITLE OF EXAMPLE PROJECT FROM SECTION F 1 Construction staking and as-built survey A-1-A, Ft. Lauderdale, FI s Land Subdivision and survey for the purpose of platting, TC 2 Boundary and Topographic Survey for design purposes of the new Bass Pro Shop at Dolphin Mall 7 Dolphin Mall, construction survey for the purpose of the cutting of the existing building and building new 28•foot hi h wall 3 Construction staking and as-built survey Bear Cut Bridge, Key Biscayne, DIRECTIONAL BORE navigation 8 Directional bore under Miami River I Boundary and topographic survey for the South Port Extension TC s Directional bore under NW 5nh Avenue 5 Horizontal and Vertical Ground Control 10 Cross Section of the Lake, As-built verification City of Miami Beach WWW..IBMDataSvstem.com RFQ #03-06/07 November 2006 SF-330 Formerly SF-254 pg, g H. ADDITIONAL INFORMATION 29. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDI710NAL SHEETS AS NEEDED: 9. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. 30. NATURE O M RF,F~E NTATIVE: DATE SIG o r 17, 2 / 32. NAME AND TITLE OF SIGNER: Jovica B. Malesevic, PSM, President City of Miami Beach WWW.18MDataSvstem.com RFQ #03-06/07 November 2006 SF-330 Formerly SF-254 pg. g ~ Section b) - 3: Previous Similar Projects: 3.1. Construction staking and as-built survey A-1-A, Ft. Lauderdale, FI Client: The City of Fort Lauderdale Contact: Michael Couch, Project Manager) General Contractor ULCSI (Asplundh) Telephone: 954.448.1165 E-mail: mcouch(a~Asplundh.com Description: Construction lay-out and as-built survey of underground power line Approximate size:1.2miles Start: May 2004 Completed: January 2005 Construction Cost: $2,800,000 JBMDS fees: $38,500 Consultant for professional land survey services, on call surveyor in responsible charge. Objective: - Right-of--way reconnaissance and plat lines and establishing baseline-centerline of the project, section lines ties. - Setting horizontal and vertical ground control and baseline setting - Construction lay-out of the proposed utilities and proposed structure - Construction lay-out of the proposed directional bore line, with the offsets. - Topographic survey of the existing utilities inside of the corridor - On call as-built survey, measuring cross section at 50 foot interval and the top of the pipe, as-build of the manholes and connections to directional bore - Computation and implementation of the underground measurements into created model - TGO software modification in order to import the files from Directional bore navigation software. Exchanging of data and calculation of the correction during the drilling. - The final report preparation and certified as-built drawing City of Miami Beach WWW.1BMDataSystem.com November 2006 Previous Similar Projects RFQ #03-06/07 Pg.10 3.2. Boundary and Topographic Survey for design purposes of the new Bass Pro Shop at Dolphin Mall Client: The Good Group Contact: Robert H. Good, PE, President and CEO Telephone: 407.628.9555 E-mail: rgood(a.thegoodgroup.com Description: Topographic Survey relevant to design including the underground utilities and trees specification boundary survey for the purpose of permit and construction documentation Approximate size:15Acres Start: May 2005 Completed: September 2005 Construction Cost: $1,800,000 JBMDS fees: $20,000 Consultant for professional land survey services, professional surveyor in responsible charge. Objective: - Section lines and corners reconnaissance, plat lines recovery and establishing baseline-centerline of the project, section lines ties. - Setting horizontal and vertical ground control with the ties to section corners - GPS horizontal control and state plane coordinate system definition - Detail topographic survey of the existing improvements. - Topographic survey of the existing utilities inside of the corridor and SUNSHINE STATE ONE CALL coordination and data collection - Survey and specification of the existing trees on the side - Boundary survey, legal description and sketch for new Bass Pro facility. - Legal descriptions for various utilities easements subject of abandonment and rerouting of the existing water, electric and sewer lines. City of Miami Beach WWW.lBMDataSystem.com RFQ #03-06/07 November 2006 Previous Similar Projects Pg. l l 3.3. Construction staking and as-built survey Bear Cut Bridge, Key Biscayne, DIRECTIONAL BORE navigation Client: FPL Group Contact: Michael Couch, Project Manager General Contractor ULCSI (Asplundh) Telephone: 954.448.1165 E-mail: mcouch(a~Asplundh.com Description: Construction lay-out and as-built survey for underground power line Approximate size: 1.5 miles Start: May 2004 Completed: January 2005 Construction Cost: $2,800,000 JBMDS fees: $38,500 Consultant for professional land survey services, on call Surveyor, professional surveyor in responsible charge. Objective: ~ ~;a - Right-of--way reconnaissance and plat lines and establishing baseline-centerline of the project, section lines ties. - Setting horizontal and vertical ground control and baseline setting - Construction lay-out of the proposed utilities and proposed structure - Construction lay-out of the proposed directional bore line, with the offsets. - Topographic survey of the existing utilities inside of the corridor - On call as-built survey, measuring cross section at 50 foot interval and the top of the pipe, as-build of the manholes and connections to directional bore - Computation and implementation of the underground measurements into created model - TGO software modification in order to import the files from Directional bore navigation software. Exchanging of data and calculation of the correction during the drilling. - The final report preparation and certified as-built drawing City of Miami Beach WWW.)BMDataSystern.com RFQ #03-06/07 November 2006 Previous Similar Projects Pg.12 3.4. Boundary and topographic survey for the South Port Extension TC l`` Client: Government of Turks and Caicos Contact: Thomas Skippings, CEO of Torrin Surveys Telephone: 649 231 6584 E-mail: tcc(a~tciway.tc Description: Boundary and topographic survey for design and volume calculation purposes Approximate size: 20 Acres Start: Dec 2004 Completed: January 2005 Construction Cost: $3,500,000 JBMDS fees: $20,000 Consultant for professional land survey services and surveyor in professional responsible charge. . _> ~x,- '" `: w ;?% k ,, "/' s, ~ , i~--~~~ '~`~r Boundary with 1 foot contour Objective: 3D - Right-of--way reconnaissance and plat lines and establishing baseline-centerline of the project, section lines ties. - Setting horizontal and vertical ground control and baseline setting - Boundary calculation and setting property corners - Topographic survey - DTM creation - Cross section City of Miami Beach WWW.JBMDatasvstem.com November 2006 Previous Similar Projects RFQ #03-06/07 Pg. l 3 3.5. Horizontal and Vertical Ground Control Client: Polk County Contact: Jim Ovens, PSM, County Surveyor 863.534.4777 Project Cost: $1,200,000 Description: GPS Static Horizontal and Vertical Control Client: Polk County Contact: Jim Ovens, PSM, County Surveyor Telephone: 863.534.4777 E-mail: jimowens(a~polk-county.net Description: Consultant for professional land survey services, professional surveyor in responsible charge Approximate size: 2000 Square Miles Start: Jan 2004 Completed:May 2005 Construction Cost: $1,800,000 JBMDS fees: $30,000 Consultant for professional land survey services, professional surveyor in responsible charge. Extension of the existing ground control network and Setting 40 new points, static dual frequency observation Baseline processing and minimally constrain and constrain adjustment. Second order of Horizontal and vertical accuracy Final Network Geometry -Ie1J ~~0:: ~axn.~ ss~mm~ ~sne® ~~Or, a, r.~a~v aM I ~°`o~~e.i i~.n. e+ara ~f'~71~..AOFr a~vnmx~i~a ~mevn e~®a~ ~.Ir o-...R ....:.. ~~no~./e. t.n.s=BAY QAIQC Data Processing City of Miami Beach WWW.JBMDataSystem.corn RFQ #03-06/07 November 2006 Previous Similar Projects Pg.14 3.6. Land Subdivision and survey for the purpose of platting, TC Contact: Thomas Skippings, CEO of Torrin Surveys Telephone: 649 231 6584 E-mail: tcc(a.tciway.tc Description: Boundary and topographic survey for the purpose of development of 100 Acres Approximate size: 20 Acres Start: Dec 2004 Completed: January 2005 Construction Cost: $5,500,000 JBMDS fees: $125,000 Consultant for professional land survey services and surveyor in professional responsible charge. Construction Cost: Vertical Profile along the centerline of the road Objective: - Boundary and Topographic Survey of 100 Acres - 3D model creation and vertical profile - Cross sections analyzing and road design - Subdivision - Tentative plat submission and Final Plat Preparation - Recordation of the Plat City of Miami Beach WWW.1BMDataSvstem.com November 2006 Previous Similar Projects RFQ #03-06/07 Pg.15 Contours at 2 foot interval, Road Design 3.7. Dolphin Mall, construction survey for the purpose of the cutting of the existing building and building new 28foot high wall Client: SKANSKA USA Building, Inc Contact: Angelo Tsai, Construction Manager Telephone: 305 594.5632 E-mail: Angelo.Tsai@skanskausa.com Description: Construction lay-out and as-built survey Start: June 2006 Completed: October 2006 Construction Cost: $4,000,000 JBMDS fees: $30,000 Consultant for professional land survey services, professional surveyor in responsible charge. ~~ Objective: - Architect drawing review and verification of the critical elements - Set up horizontal and vertical control - Set grid lines and traverse developing on the two separate wings of the building - Marking the concrete cut line on each side of the building and bringing them together - Laying out the center of the proposed wall 28 feet high and 250 feet long - Laying out of the foundation and anchors - As-built survey services - Laying out the location of the metal plates at the elevation of 25 feet above ground - Joint length calculation and field verification - Lay out of the soil testing spots at each proposed columns - Lay out various utilities around proposed building City of Miami Beach WWW.JBMDataSvstem.com RFQ #03-06/07 November 2006 Previous Similar Projects Pg.16 3.8. Directional bore under Miami River Client: Gregory Electric Company, Inc. Contact: Robert Bob Culverhouse, Project Manager Telephone: 954. 484.0065 E-mail: bculverhouse(a~gregoryelectric.com Description: Construction lay-out and as-built survey Start: June 2005 Completed: February 2006 Construction Cost: $1,800,000 JBMDS fees: $16,500 Consultant for professional land survey services, professional surveyor in responsible charge. Objective: - Right-of--way reconnaissance and plat lines and establishing baseline-centerline of the project, section lines ties. Reconnaissance of the existing right-of--way lines and intersection with Miami River right-of--way lines and center of the river. - Setting horizontal and vertical ground control and baseline setting - Construction lay-out of the proposed utilities and proposed structure - Construction lay-out of the proposed directional bore line, with the offsets. - Topographic survey of the existing utilities inside of the corridor - On call as-built survey, measuring cross section at 50 foot interval and the top of the pipe, as-build of the manholes and connections to directional bore - Computation and implementation of the underground measurements into created model City of Miami Beach WWW.Jf3MDataSvstem.com RFQ #03-06/07 November 2006 Previous Similar Projects Pg.17 ~,,, - ~- 3.9. Directional bore under NW 57th Avenue Client: Utilities Lines Construction, Inc. Contact: Wilber D. Smith Jr., President Telephone: 954. 484.0065 E-mail: cvaosf(a~aol.com Description: Construction lay-out and as-built survey Start: April 2006 Completed: June 2006 Construction Cost: $250,000 JBMDS fees: $3,950 Consultant for professional land survey services, professional surveyor in responsible charge. a~~.o~ mar l ~; f ~ ~ ~ ~~ ~ ~ , i R7RIAiL ~ I _J ~ I - _~~ ~ _ i lia arstar _~ f x L ~~ - _ - - -~„~r 1 t ~ ^ ~~~ ~~ I ~ ~~ ~~ ~ ~ ~ i I ~ ~ ti << ,~ ti ~ ~i ~ s _ _ ~....r... _ „ . -- - _ - _ _-- - • , , _ --- - - ~ , • . _ -- - _ _ - _ + ~ -- - - - r , . a ~--- - - ~ • ~~- - - - - ~ Y a - - - - - ~ • _ _ _ _ _ a a --- - a ' ~' ~ a ' te,-.-:_~ ~ ~~'.~}:,-: '-: ~ r ~ ~ : tj:f:f::t~i_t ~ i=t ~ ~!!!l~el3l~lli~~el~l~!ltl3~ l~l~ ~ ~ - Right-of--way reconnaissance and plat lines and establishing baseline-centerline of the project, section lines ties. Reconnaissance of the existing right-of--way lines and construction lay out. - On call as-built survey, measuring cross section at 50 foot interval and the top of the pipe, as-build of the manholes and connections to directional bore City of Miami Beach wWw.JBMDataSvstem.com RFQ #03-06/07 November 2006 Previous Similar Projects Pg. l 8 3.10. Cross Section of the Lake, As-built verification Client: The Good Group Contact: Robert H. Good, PE, President and CEO Telephone: 407.628.9555 E-mail: raood(a~thegoodgroup.com Description: Independent measurements of the lake cross section in order to verify the slope of the lake by FDOT standards Approximate size: 5 Acres Start: May 2005 Completed: September 2005 Construction Cost: nla JBMDS fees: $4,250 Consultant for professional land survey services, professional surveyor in responsible charge. ..e. . ..~ ,..... i s :_ :~ r '= .~, s ~' -7 City of Miami Beach WVVW.JBMDataSystem.com RFQ #03-06/07: November 2006 Previous Similar Projects Pg.19 JBM Data System, LLC it's done Section c): Cost Information: JBMDS will reserve the rights to present our competitive rates for surveying services during the process of negotiation. City of Miami Beach November, 2006 WWW.]BMDataSvstem com Cost Information RFQ: 03-06/07 Pg. 20 ~ Section d) Client Performane Evalution Survey f'VtIAMIBEACH Gfy of Miami Baach, 170G Conrontion Canla Drive, Miami 6exh, Flaido 33134, wwra.miomibeachS.gov PROCUREMENT DIVISION Td 3056737490 ,Fax 305673.7851 October 18, 2006 ATTACHMENT 3 Performance Evaluation Surveys To:_ Skanska USA Buildin t~;, nc. (Client's Flame) Individual Providing the Survey Response: eto Tggj, CorLtmc~f on Manager _~ Phone: j~pS?~94~5{L32_____-__- Fax:~ j$,¢.E1352.397R ~~_ E-mail:~g~.~(~~.,~,alra Ica inn, _____ Subject: Performance Evaluation of JBM Data ~ystcm, LLC __ (Consultant Firm andlor Project Manager) Number of pages including cover: 2 To Whom it May Concern: The City of Miami Beach has implemented a process that collects past performance information on various Gonsuitants that provide Surveying and Mapping services. The information will he used to assist City of Miami Beach in the selection of qualified firrr-s that can provide Surveying and Mapping services an an as-needed basis. The company listed in the subject line has chosen to participate in this program. They have listed you as a past client chat they have done work for. Bath the company and City of Miami Beach would greatly appreciate you. taking a few minutes out of your busy day to complete the accompanying questionnaire. Please review all items in the following attachment and answer the questions to the best of your knowledge. If you have difficulty or cannot decipher the question's meaning, please provide your best judgment as to it's understanding and score accordingly. Please return this cuestionnaire to Roman Martinez by November 97. -200ti or earlier by fax: 305.673.7851; or a-mail romanmartinez(il miamibeachtt.aov Please provide one Survey for the Consultant firm, and one Survey for the Project Manager who directly worked on your project Thank you for your time and effort. Gus Lopez, CPPO Procurement Director City of Miami Beach WWW.JBMDataSystem.corn RFQ: 03-06/07 November 2006 Client Performance Evaluation Surveys Pg.21 fIAN'tl ~~~4~H City of Mi~i Beocl~, 1700 Canwrntion Center hive, k':iami [leach, Ekxitla 33139. w+mw.rniamibcachR,gov PROCUREMENT DNISION Tel: 305.b73.7490 ,Fax: 305_b73.7851 1'k:12F'(3R1•tAVCE E\'`AF.tJr\'i'IUIV SUItVI~I' Consultant (Prolx~ser) Consultant {check one) I'rnjat kianagcr (individual} Name of Above JB11!1 Data ~s~em. L1.C Phone or a-mail of abo~.e (`onsultant ar f nctividu;al:_-INE.Q a~.IHMQataSysteaLCO>.~____,__- _._ Pleasa: evaluate ilie pcrfarenance cifthe C'onsultan~ tine and,~or Irr~~ic:et Rlanager f 10 nxa--s yt~u are very satisfied and have no questions shout hiring them again 5 is if ynn <{itn't kn<a~v and 1 is if you ~voulA nci~er hire them ag~-in because of very ptx~r pzrformancL }_ NO C'RhfF:Ri~\ t?Nii' 1 Abilit ~ to rc ~(an thr fieldwork (1-10} 10 2 Abilit [p aCCllratelV n12i33U1Y: ~1nt1 t»a sites t1-101 10 3 Ability to Ih; proactive, minimize risk, anal not surprise the client (1-10) 10 d Abili ~ to cans lete re wired work an time {1-10) ~ Ability to t~ccurately res~erch legal records and boundaries (t-lU) 10 6 Professionalism and ability to many c (1-10) 10 ? Ability to communicate and document r~~utts (1-lt)) l0 S Overall customer satisfaction b~.;d on performance and uaiit ° of sun~evin work comfort love-t in hirrt~ aeain) {I-10) 10 Overall Comment, _. Consultant withpew technology and equipment _ _ - __ _ ~___ ----_- ~~ -- ------- Skanska USA Building, Inc. ~lgcncy.~'C'~mpnny an~i•'csr C'unlac~P ~e~o "1 3ir~ons~trucl~ionsl~Ianag" Ccxttact Name: _ Contact Phone and c-mail: --~~0~ - nge o. sal a s ans ausa_com DatC of Services: une o e o er 1 Dollar Amount fur Services: 30,000 e1.F_\sH. I~nx/F:nl.\I1. ~r~nSU~jr;~rlc>!;v~v,~ltza.~ro RO111A1V f4'LSF2T'1NF:I A7'3D~.673.7R51 ()R R(1111:\NniAR"I'INF:7la~h1L\i111131~.:\C:NFi..(;[)V City of Miami Beach WWW.JBMDataSvstem.com RFQ: 03-06/07 November 2006 Client Performance Evaluation Surveys Pg.22 CHy of Miami Beaeh, 1700 Convention Cenkr Drive, Ivtiami Aea;h, Fbraia 33134, www.rniomibcachfl.ga. f~tGCUREMENT alvtsioN Tel 305-673.749(? , Fax 345.673.7851 1'ERFORA~[ANCE F.\~'AI.IiA"1'lON 4URVl~.1' Consultant (Propox:r} ~,.~/ (Check Qne) ~CC1 Projcck Manager (IndividuatlProject Manager Name of Alx,~•r Mark Willms, PM_ Thane ore-mail of above Consultant or lndi~"idoai;_.MWillm c~ - a Plcase::~ ahrde the pzrfi~naance of the Consultant tirnt attib'or Project ;Manager (10 nmanc yc~u are vzry saticRed and hark nc+yuestions atx~ut hiring. them again. ~ h ifyou dnn't kno«~ and 1 is il~you ttotdd neyerhire them stain txcause of vcr~~ poor p4rform~nce}. y M1O Cltl'1'F:RI.\ CtNIT 1 Ability to re tan the. fieldwork (1-C0) 10 ~ Abiti ~ to accurate! measure atui ma ~ sites (1-LO} 10 '~ Ability to be proactive, minirrti~: risk, attd not surprise the client (.1-101 10 ~ Abilit to cons lete re uired work an tinx (1-10) 5 Ability to accurately research lenal records and boundaries 11-10) 10 Profcssionalisrn and abili to manse (I-[0) 7 Ability to communicate and document results (I-l0) 10 g C)~~erall customer sat.isf~;tion based on performance and ~ tktilit ; of sttn•evin ti>:-ork (cotnfott level in hirin~~ a gain t 1.101 IO Overall Comments:_On time and excellent cot mi~utticat~oa,~__~,~_ ____ Agc:ncy;'<':>tnp;iny andior Conta~. Po •o ' ReFS~cme 13uaincs Nanx.: Skanska USA Building, Inc. Contact Name: ~g~o~sat, [:onstruchon Manager Contact Phone anti a-mail: __ ___~ an$e o.tsat ,s ans ausa.c;om - 1)ate of Se-•vices: ____ June 2006 to Ociaher 2006 ] "C Dollar Amount tier Sen•iccs: $30,000 1LF;15t: 1~A.1/Ei\1A1L THIS QIIFST10N74,URE `I'O ROALtIV 1b1AR'f IN1•'.1.:1'I' 305.1,73.781 OR R0141ANb1~1RTtNE7fu;bit-~1111I3E-\Clll'I..GO\` City of Miami Beach WWW.JBMDataSvstem.tom RFQ: 03-06/07 November 2006 Client Performance Evaluation Surveys Pg.23 ~ N11A,N~CBEACH City of Miami Bea<t~ 1: -. .; i. on f i, i-arw C(e `.ti nn _o-a-h C. inh .1C<13. .n.v, rn~ ~ .-F_F~I ,~,~: FF"J~l1F.E^~nENI DI`.'`,i~.;P: is 30:;:'":74e~_ F, u: __ ,°:+'•"1 Or_.€ober 14. 20QG ATTACHMENT 3 Performance Evaluation Surveys To:___The Good Groin, I=LC-___-- _ ---___--- ---__--- - s~lienis Name; htdividual Provir!irr,~s tfle Survey Respons $obert I3-~,d,.PE_Pr~id~stt~ndi:I-~2-_ Phone:~4Z-~ 3~_L97$_________-__-- F ax: __~47~fz~fzLQ.L ____.______-_-- E-mall:~n n'th . rss~dgroup~•nm _______ Subject: Pcrfarntance Evaluation of JT3M pata Sysleiu, LLC ~;~Grinsuitant fir~i and or' Pr~lect F.~lana_t°" Number of pages including cover. 2 To +~Jhom it Islay Concern: The City cf !vliar7~i Bea=:h has im!~I~merrtecl a process that collects past,~erfnrmanne ir~rf~}r,t7a6on crtl various Cons~~ltants th~~t provide Sun~~eying ~nr Mapping services. Ttie infannaion ~w°rill he used tc assist Gity of Paliami Eeach in tt~e selection of oualifiec? firms [hat can provide SurJeying and h.Tapping services on an as-needed hosts. ThQ company listed in the subject line has chosen ta;;ariicipata in this program. They have fisted you as a {rant client that they have done ~~;ark for. 5oth the company and City of F~~liami Beach svou!d ureatly appreciate yo!r takinci a fe+;v minutes aut cf yrnrr busy clay to rnrn!?lete the accomp2nying c,uestionnaire. Please reviesrtt a!1 items in the fallo~.+ring attachment and ans+.~~er the cuestians to the hest cf yoi.~r knos~vfeclge. if yore Dave difficulty ar cannot decipher the question's meartinfa. please provide your hest jFrdgment as to it's undarstaruliny and score accordingly. Please return this auestionnaire to Roman aLtinez by November 17. ZOUb or earlier by fax; 305.67;3,%851; of s-mail romanmartinez(a~miamibeachfl.gov Please prvvide one Survey for th? Gons!rifant firm, artd one Surrey for the Project htan~aer ss,'hc; directly +~,~orked on your project. Thank you for your tinge anti effort. Uus Lopez, CPPC> Procurement Director City of Miami Beach WWW.JBMDatasystem.com RFQ: 03-06/07 November 2006 Client Performance Evaluation Surveys P~.24 MIAMI BE~~H City of Mi{Dni Beach, ~ .... (~c•n~.:-nhs C<.nr:r Urh-<. ^::nirni E'.ec•:h. Pi_ i.a _ 1.,'~ .~,.:..:~ .7mtl ..,,fl-g•. ~: Ph'C.~CtJRE!.^.€hJi DI'd15}i_'PJ 7e' _.- _737d~•=' Fa= in;t-_'g.51 Pl:ltl OK\i-1\CI: h:\ -1LE \llt)~ tiCli\l•-1 i :m~ull,t!u I I'rrh...~•rl Consultant tt- h,r[....rY Pnyrit\latlucrr;lnanl.fa:dl ~:Int.•, l,~b,,~~~ JB~I Bata System, LLC I'h:'u~: tlt.--nl:ul nl ult,'~, c t .'u~ult,un t>r fnar, Icillal INFC1fd;.lI3MC}ataSestcn~.eon1 PL:,+,.:~~~:dttah: dt~ I,.rl.~ttnenr:.>Ct6c (~,m.ultaltt tlrnt atal .q I'r.~~at'.lalt.o_.•r t lu ni~alr. •... a ra ~ rr. ~.LUJi•:J:ntJ ha:~ n~,yur,tuut, .ILru! hlnn~' Ilt_ n-~.i,ain- ~ i.i I ~.,:p.L•n~t kn:~•.~, a::.! ! ~, I;'..,tt •,.;~uld tt~:~a Itu.-lh~au ac_,un h.~aa~~ ! ~btiYt~ n ,}~'!,ul tl.~ Ct~i<I:'.t,lj; -I!~1 10 - -\1111111.10 :}:i?fI',)C~9~ nk.lv.ICi a;iilllttt,.112ti it-Itil 10 ~bll(tt lt~ l>L hro,lcut c. 1lunnn{: c n~k. and at~l ,thhnu• litc• lt~!}i i l-I1~1 10 1 \b111R to ~umtfctr rsulrrJ •~c,rt{~ ~m ante ? 1-U>I \ltilill'~- 10.}Cr; ttl J[Cl'. I%tiCai~."I} L.•v'.l1 fC:JR!~.IIYt! IO ~~C~tltllliUtt ;: { j-Till 1+ I'IUli~,l:rit:Yit~t?t ;II1tI :Ibll ll~-IU 173a1i,}_t 1. !'IIYI t(~ ;l>IIII, (P i0111a}11111~.':Il% alit! ti pi II llkl`tC f~~Ul[~ t 1- IUI 10 (1~ _i,lll r,!~I,•I:-;u ,.~u~l.ictrc•n h_.~~I cat hcri~,rnt.~ a~:.uta ~ - i-. i 10 I il~.l,; ' 111 ~Ir. CL. i~ ~il i :'I 'i} .71!li}~ I",IIiiF t )t; I;,jl (~,,,},^,~,}t, Proaetir-e consultant ~c°ith ner~> technology The Good Group. LLC' \c:rn:•. t ,~rnh:ut~ ;nt.l ,,, t :nil:}`t~oblectt~-j'.I~ioo~;tltE.'~r~sic~t:nt'la"nd C10 t „ntau I'lt~,nt•antl~--nt,ul 407-738-1978; rgood~c thegood;?roup-coin 1?..Et •.~l, r~. I~.:-. !~2ay?QQ~_to-Septentber?00~ ),.i!:n' \Itt:antl Il•r `.1-, irr- $20,000 !'t.E-~51•: 1~-~t'1•:;\i.~1L I111.~OE [allt)~V:\IR[: f(- Kw r\L\~ \I \It 11\47 .~ f ?nc,i~-t.?gel tNt k<>\L\~\1-\K Ili('/..r< \1L\\1!111{.\(~IIFL.Gt)\ City of Miami Beach WWW.JBMDataSystem.com RFQ: 03-06/07 November 2006 Client Performance Evaluation Surveys Pg.25 ~'~!lI~~~I ~E~~~ City of Miami 8co<h 1 ~ .~ nlo-;n ....F '.a.... .4^,i r ,,c,;rh F, '.i .. ""- .. ,r,. m;~.. ]..n r{.y_.•: (~~,;.-I lkF'r.FPIT ~?JISh: r,.; T..I . _- :'_ i9~C F~_u .:_ . -- 8~ 1 I`l:Nl ORt1.11(- E I~-~ -U.l ~ I Itlt Sl ltt F 5 t c~rt,!titatu I I't~,~~h,~~cri It h.rk~+nci 1'n IEr.I ~i.trt:lert iinJi;i,lu;,llProject Manager '~anl.:.•i .\b,•,._ Jovica N1alesevic, PShR, Pb1 I')t.•n~ '•rc-mat{ ,•i ,dx,• ~ t ~m~uhaut ,•, lnelr,t.lual jmale5evtaii'.iB\~IDataSvsteni.cotn I'!i rti<r'.:du,<tc th,: hcrl•nut,utrr ~ •I the t •.~muhant hu nt anal .n I'r ,lrct ~Ianac:r : In ntti.nt• .. ~ u at.- • cr" ~atr-Ii.J anJ h:n ~ m ~ yu~~u:m~ aLr•ul huu>c 11ran a~anu. _• i~ t l •.:m J, •n t hn•,:•.:+n.i : t•. i I •..at :°•. ~ui~l n:.: r hum rho rn ,r_.un hc;atn~ r.l'-.~r•. i~~.,.,t I,;~ ILrott.a u..:t fit) ! C~}tl1lltLt C~CI I j .~1111i1~ [~~ ,[C ?IJIF li7J 11i1t11•. ..`fh { }-I ri) lU - A17tflt,~!r~.t:rur_~tily~ na:,t~ur;unlnrt, ~.tt;~~ ?}-Itrt lU .1l~;ilt\ tc~ L: I\Itiar.u\c. nur~m'uz~ r~1:.:utJ not >url,rnr tits: ~ ~L~tu I-Irtl 10 i -~ 11-niile~ t'.l com ~lct~ rct unctl u<xi, oat tntt~ ? I-lrFt •- ~I?IIN\~ t0 a<i.tlt~~iil\~ IC;C11-:;~i IC_'8) (CC<aYh:nxl I i~Otifltl lflC? I r• l'rol?~~i•:~n.tit~nt:+nJahllt[vt~~nxu;a_: tl-in, I Cl _ ~.lhlitt\t.,~onu;unttr,n~an~idr~run=~tttr~atlt~ ~:i-If)i 10 ~ t )l. I..il l~l_!l t(.~tll :' l ~tl (~l._:1f I~i i ~, ll ..rn Il,`I till It i.l .ill .I ~t.l 1 ~, il, lltt i iii -.',ii '!~~: li••~,.ritl~t ~~~- ~1 Ilt Illf'i!i_ :1:_`_illl +>; r,.t13 t ~~ atttt,~ nt. Demonstration of the quality and responsivenzss . The Good Group, LLC ~~:f>:.. { <,ntitun, :n•.J „t t .,iu.i I"mot- t 1~~``I:• t tt t;n~<,; \,nn, t :~n!,i:l .\;iI1T~ `f~obert ~[. (,ooc~,~`'~, ~'restdent and C'EO tcvr:~~tl'I:,r,c~nJ;-mail 407-738-14?$%rgood(athogoctd~*r~up.com I t;,,~ :,~ ;~,.,,,;, Mav 2001 to September 200 I )•,Ilar .lrm ut;; Irr pct'. i.:• 520.000 PLl~.ttif:I'-1r l-~L~Il.l~lllti(~f!-(al~ti~~.URE'ltF I(tt?!',~' ~1.111l1~1•:"/. ~f:ti~,r,~~.'s~i ItR It<111.v~11.1R1I~F:G« ill.\~Itl~l•:.~( liFi..ta-~ ~1 City of Miami Beach WWW.JBMDataSystem.com November 2006 Client Performance Evaluation Surveys RFQ: 03-06/07 P~.26 Lity of Miami Beach, ''-'C(i i`cz~,anrinn Cantar C%rrv... M,i•~mi Bsa•-F,, FI•_ri.;~~ ~;1 ~ ++vvw minmE~~xhA.rxch. Pr~~;?t_rJP.ErgErai L5I°Jl~l~::~h1 eel ._..6:'. -aa~, F•:a ?~_: .'i'>=s`,E f~GtOfJef ~ $. 2(~{.~{7 ATTACHMEPJT 3 Performance Evaluation Surveys r Ta: Ltiiities Lines Construction Serd-ices Inc. formerly known as Asplundh Construction Corp.)-----------------_- rCli'ants Nante} ----------- inciividtral Pravicfintg the Survey Response:______~~~uo~ypM" Area. S-in n.ic~ Phot~e:,g~4~48-L1~5___-- --__--- F a x:_~ 59~222tL------__~-- E-rm~rEl: mc~c~„c}1(~~IItilr.Cnt11_ -- JBM Data Systetrt, LLC Subject: Perforrnrtnrs~~ l=vafuatian of =.C~ansulta~nt frrrn an i :~r Pr,ect tttsr,~crt r+ NuE~rher of pages indudir7g cover: 2 . To 1Nham It P¢1ay Concern: The G_rty of ~.~liami Beach has itltplemented ~ prcrcass that collects past performance ittft~rmation on various Constrltar~rts that provide Surveying anti P~=tappirZCf services. Tite information will be used to assist City of t~4iartti Beach in the selectiar~ of ciualifred firms that can provide Surveying ai7c'I i'.~l~r~plnCJ SP.NtC~S vii ctrl e~S-It°ecied P?r`7SrS. The company listed in the subject fine has chosen is participate in this program. They have listed you as a past cliertt that they have done ~4sork for. Both the company and City of P+,~iarmi Leach '`'~rc~uld ctreaiiy ~rpt7reciate you taking a fe+.v rminutes out of ynur f>trsy clay to carmplete the acconip~~nying questionnaire. Please revieUt~ all items iii the fallo~~~ing attachment and arisdver the ruestians to the best of your kno~,n~le<Ige, if yor,~ have difficulty ar canr7ot decipher the ctuestion's tmeaning. please provide your best judgment as to it's 3Encierstanciing and score accardingly. Please return this questionnaire to Roman Martinez b ove b 17. Oral or earlier by fax; 3{}5.G73.7851; or e-trail romanmartinezier:rniamibeacftfi aov Please provide ogre Survey far the Consultant ferny. and one Survey far the Project ft=•lartacier ti~~ho directly ~nrorkeci on your project.. Thank ynu far your time ar~d effort. Gus Lapez. GPPC> Procurentertt Director City of Miami Beach WWW.JBMDataSvstem.com RFQ: 03-06/07 November 2006 Client Performance Evaluation Surveys Pg.27 fify of Miami Beach, 1~vv~:Jnv<n~iyn ~;.sr.tPr Firiv? !.*.iami t:~cr6. Flo;Fja ~3' ~q +,^~,~.~. miomiE~•~=hH stn+. F'RG<=CI;<E .hENi Ctl"'11;i1~~'ra iel _._ "- r T;t 'd~~~'~ Fix aw~• ~ ~~ ~ ?$' 1 1'E•:ttt~t)tt~t.~~t F' F:~ ll,t .~ l~Et-L !.t~K~ El Q I'r=yrrt 11an:r~cr ([n.lr•,,dlctl, Project Manager `anti _.+(':~[,,,., 4_ ~[ovica-Maleseyic..I'S1Y1,. PM _ _ _._ .. Itlti~itC t=C C-flial~ ;.+1 dtR=`-t' (- •/i15Ulhlltl !+[" Ell.llt~7a[Ial ll~a~t~6~16~t~t (~M~~ta~`~„u-t~11#.~4?m f'l~a~i ~',:1ltlali Ihr I,•,rl;~rrtt:rnir='t thrr .~n~ultcirv lirnt ;utt1 •.~r l'rat•it \t;uta~:i !:1~I ut~ar~ ~~+u at. ~crt >.ur-tl~,l ~nt~l hU1i nu tltlC4t ic~ti> al?e +tli ~lll lit' 131c1it a!'iulL `• 1-.!I '. ali t.!=.~[1 l L[t+ttt a1t~l ~ 1~ 1: t.=17 1t •,tlt ~tl fit':~F X111-i lll~lll ;IL_'~U It [~Ciall>i ~,{'.~'I'':It==;=i"[t~•Ylt~fllYtltiCl ` \t ? (' E21 E 1•: {21.1 l ~ 1 "I' [ lbtllt, to ,rc?I~tu thi I~itlda~,t{; ~ I-lttl 10 flt~llt"ttlait_4tl';11Ci1"I11~1tiU['i:illiI111Ett~lti> (E-l{tt 1Q .'~Ltlllh-tU E?,.. [?CU,litlti. iitlntltlllt: ~lti~,;ttltl 1101 ..Ltrllrl>c Ility ~ llli[li { J-lfY{ EQ a af~lltt~: to iK>Ilt?14t~ r.'l ttn•L~i tia~tl•i, c,tt ttttlc { 1-ltrl 1Clflttl tt?aiiatr.ftcl~ r.,arctt•ih l~~,tl r..urJ•.tll<I • t0 @>otlntlart~ dl-itt{ (, ltl loll ~til(, n:t[l~ltl .llll{ :1 ~1111tt' tl~ !1}:111,1 `Il { ~-I tlf iQ .lhllltt' ltt iUlltliltil}l~';Iti litlCl t.lt>%fIItlCiit Il'.~UICS {~-(tl) IQ { 1'=~r.tll cn>li.,tn,r ~atnCactttttt b;t,cci vn hi'ris>r•nt,tni~ un~1 t u;tlu~~ crf ~utl~it~ui ~ ,+ark [c+~ttlt`urt Icy ci u1 htrm~; ,t'~a~n v {)-ltii EO l is rta11 r =>nutarnt> Excellent manger, tip quality. ___ f~ Utilities E,incs Construction .~iUni`. E +~il }:n}1 ; to ~~f ( t'IL't P~-rti=?ti~ti I-{~'ZL;I"it1i:V tsFl~ll y> 1.•111-: {. „It,:,~t •S~t~~ce's, ~°~lc., (AI~'.~ Asplundh C.onstructtan ~orp.) ~blichaei Cauch, 4rea Supervisor c :artact t'ht~ltc anti ~•-nta,l 9a4-~48=p 1 G5i mcauch u.;Asplundh•cam i)~ut• =~1'~~•nli., January 200 to Septemrer 2006 O+~Il.fr 1rn~+ulu ~~ri"~truc:- ~2SQ,000 E'E.N:.~,E•. F.~\;'l•:~E.UL 1-tEItiQCt•:'+E1U~~;~.tER~"E't} Itt?~E 1\' 11.1121"Rf:/ ll' ±0:"6't,ih~l t1E2 1111\1.1~1L~KE1\!•:%rr111:1\1{131•::1( IF1~[..(~nt City of Miami Beach WWW.JBMDataSvstem.com RFQ: 03-06/07 November 2006 Client Performance Evaluation Surveys Pg.28 m MIAMIBEACH City of Mi~,mi Beach, 17tr~ Carnention znter Druz, ~~`.iami Bzach, flcxid~ 3^ t:i~ wv.w.rni~mikaachfl.~t-r: FRi~CURE.+,hENi CIIVISIC 1N izI grS f,'?.?4c+J F.ax:. _~~ 5?:+ ?r.51 1'I:Ill~t)it\1.\\C[. 1~,1:1Lt.1~l'It)\ tit~811:1 { <m.ullanl II'nq,~~..~1, Consultant t(~hcck c~nct Prnj~:rt \lana~cr ilncli~lsluaf i 4u»~ ~>h.1b~.~~~ JBM Data.System, LLC ___ __ E'h~ant ~>r ~-mail nl~atx~~r t .,n,ultant ter (nal~ iaual _jj~F(O~ic JBMDataSV~tem_COm _ _ I'li:a~• c~;1l U:IlC Ills; hCI'l01'I11a IliC !!I llt4 1. ~C~ll ~lll lanl II!'ill ;illil t~P 1'1't~ICil 0[:I I1J ~~1'? lil Illt:2t its `•'!1181-i `~CI"~' ]'711~11~C1 anii haE ~~ nr ~lutt,ti;~n, al~.~,tu h!rin, Ihcm a~al!l. 5 i, l l _t;~u J~`n t krn.~'.`. anti ! !, t I ~'t~u •.'.,~ulri n~~~'r htr~' IilCrn nca!Il hurtiu" r11 i~11~ ht'.~r hitfk~rl11t111Ci 1 1<) C'8111'.81:\ C'~[7' { r~~71111\" l0 tl'C Mall [Ilc hclCil~"lTl'IC { I-I I'rj 10 -~ :~l)111[~' ltl:l~itllltCClV' Il1CaSUr~ 8!111 I11F1~ ~It~~ 1 l'If}t 10 :~billn tt, h: Itroactl~c. minintizc risk. and not •urhrisc thc. CIIC111 i 1-ll'rI 1~ -~ \l)IIIt~' IO t'Ultl )l4tl I~t IIIt'Cil ~1~Cll'It On llntC ti I-I1}I ~ \bilit, to a~curatcl~~ rc~carch I.<<<tl rcc;~rd, anLl 10 hilunciari~~ ; 1-ItFi ~' PI'l~f%X~IO11aIIGlt anti at)III[~~ tit Iltala~_C { I-I ttl IQ ~{lllltl 0.l CUIl11i111111Ca11 aI1C{ Clt)CtlitlClll IC\llltti t i-ltll l~ (>~ gall eutituntcr sau~lhctiiln L~ascd on hcrfc+rntanCC and c ualiti ttf sure. c~°in<_~ >,;ork (comf~7rt Ict.:l in hirim~ a~s.iin t t 1-ltiy 10 ( )~ rrlll l'~~n»n~ni, Demonstration and implementation of new technology ___ _ _- -- _ Utilities Lines Construction 1 `D`' tSeirlZices;'rlic`.;1(ttA'1~:~`Asps'uridhl~oris~i'uc~onl~oip.)tllYCrlichael Couch, Area Supervisor ( ~~nlac'i I'hult~r anal t -mall 954=448=11Ti5 t mcouch~a ~sp~tundh:com _ January 2i303~oSeptemFer X006 ___ _ _ _ --_ _ Ualc •,?I' ~•„r~ !it's --__ - -- _ $250 000 _ _ _--- __ _ ___ - 1)i~llal'.~I»~?111111~`I ~CI'11•: C~ ~ P1,1:.11•: F.1\~1~:11:11[.7'lllti(11 hallo\\:U81~:'ft) 8(1\L\\ \1:181~i\h: /.:11' ±{I:.fi?3.;R~1 (18 R(1\1:\\:\1:1811\1•:7.~a\11:1\Iti~l•:.1('IIFL.(:(1\ City of Miami Beach WWW.JBMDataSystem com RFQ: 03-06/07 November 2006 Client Performance Evaluation Surveys Pg.29 it's done Section e): Methodology and Approach ~ Statement of the proposed work objective and scope Issues involved in handling individual City of Miami Beach (City) design projects, construction Project, Operations and Maintenance, Land Management, Restoration and Environmental Monitoring and Assessments are similar tasks to those we might expect to encounter in other miscellaneous surveying and mapping projects for the City, presenting a variety of tasks and challenges. This survey will provide information for boundary, design, right of way, topographic, horizontal and vertical geodetic control, GPS control, specific purpose survey, survey for design purposes, re-design, right-of--way acquisition, utility designation, supporting ground control for aerial photography, supporting airplane with a camera, airborne or LIDAR by the ground receivers and data related to preliminary engineering planning and design, or construction and as-built. Understanding the scope of services, defining the project goals, determining the roles and delegating the responsibilities, preparing the estimate, defining the task interdependencies, addressing safety concerns, and analyzing the critical activities are the basic elements to successful project realization. JBM Data System, LLC (JBMDS) is familiar with and follows all federal, state and local law regulations regarding the safety and health polices, including Title 29, Code of Federal Regulations, Parts 1910 and 1976, Occupational safety and health regulations; the FDOT Location Survey Manual, Topic Numbers 550-030-000 through 550-030-012, including Appendix "B" and "C"; Geometric Geodetic Accuracy Standard for using GPS relative Position Techniques, August 1989, published by FGCC; Florida Statutes Chapters 163, 177-25 to 40, 287, 380, 472, 14-75, 18-10, 28- 24; Minimum Standard Detail Requirements set forth by the Board of Professional Surveyors~and Mappers, Chapter 61G17-6, Florida Administrative Code, pursuant to Florida Statues, Section 472.027. U.S. Federal Geodetic Control Subcommittee (EGGS) tests GPS receivers for compliance with stated specifications. JBMDS in selecting the equipment respects the FGCS recommendation. City's miscellaneous surveying and mapping projects offers a wide spectrum of different tasks and schedules: design survey, primary control network, right-of--way maps and right-of--way control. The area covered by the City varies in regard with the level of urban development, population density, and heavy traffic and pedestrian congestion. The northern portion of the City with extensive development in Normandy Islands with interstate exchange of I-395 and A-1-A, cover both the well developed, and park-golf areas in Central and South portions This presents a challenge in executing the project, requiring the use of traditional and sophisticated surveying technology. The fast mobilization and well established procedure is specific for JBMDS. JBMDS has the experience and knowledge gained from hundreds of locals projects over the past years. Thus, we have become a pool of resources that can offer all required surveying and mapping services, using the traditional and sophisticated surveying techniques, with a unique combination of professional dedication and technical expertise. We will listen carefully to the City's needs, study the scope of the project, to analyze available options for project execution, and to recommend the best City of Miami Beach www.JBM~ataSystem.com RFQ: 03-06/07 November 2006 Technical Proposal Pg. 30 it's done solution to the project requirements, using the most appropriate technology, equipment, and personnel with complete solution. JBMDS is a full service, multidisciplinary consulting company with a focus in geomatics and GIS- GPS and general land surveying. Our staff is dedicated and experienced. We apply a unique management and standards for CADD and we are flexible of implementing clients existing system and requirements. General land surveying services required on as needed basis, obtained through the issuance of an executed work orders may include, but shall not be limited to providing all professional services necessary to perform the following: 1. Right-of--Way Surveys Whenever representatives of the City are on the street, they are under public scrutiny. However, it's not easy for the public to distinguish between actual District employees and contractor employees who happen to be working on the City project. Therefore, it's essential to have surveyors in the field who are skilled in dealing with the public. JBMDS survey crew members carry appropriate identification on the job and all of our trucks are identified and well signalized. In addition, crew members have on-the job training about dealing with the public, always remembering that we represent our clients as well as ourselves when we're in the field. A safety was historically City's number one priority, and JBMDS is not different. The key field employees are MOT certified. JBM Data System, LLC is qualified Florida Department of Transportation consultants for Surveying and Mapping and also certified by Miami-Dade County. Typical steps in performing this type of survey will be described by the few following bullets: - JBMDS will perform research of the existing right of way maps in the City, FDOT or Right- of-Way Department of the county, SFWMD or LABIN sites. - JBMDS field crew chief will follow foot step of the original right of way surveyor using the existing information, copies of the field books, maps, plats, deeds and will perform the site reconnaissance in order to recover historic baseline, or to collect sufficient amount of field control points PRM-s PCP and Section corners for design of baseline or recovery. - Standard procedure will be followed by submitting all calculations to the County, DEP, SFWMD or to FDOT right of way surveyor for review and final approval if they are involved in the project. City of Miami Beach WWW.JBMDataSystem.com RFQ: 03-06/07 November 2006 Technical Proposal Pg. 31 it's done 2. Horizontal and Vertical Geodetic Control Surveys Whether you are developing a highly accurate geodetic network or precisely and continuously monitoring water activity for scientific or academic research (coastal erosion control), the JBMDS Toolboz of Integrated Surveying solutions provides you with high end systems that ensure you will get the right level of control and precision. With the Master of Sciences in Geodetic Engineering JBMDS team is one of the few consultants that City will find and that is fully qualified for this discipline. The horizontal datum for all control points will be Florida East State Plane Coordinate System, Zone 0901, 1983/90 adjustment. `The vertical datum will be NGVD 1929 or City of Miami Beach Datum. With the software packages for processing and least square adjustment, and capability of switching from English to metric system or from NAD 83 to NAD 27, and for the purpose of calculation and recovery of the original GLO monuments, or FDOT baselines calculated in metric system or in recovering the original section lines JBMDS is fully equipped and more than qualified to work for the City. The existing Horizontal and vertical control is well placed. Maintenance and reconnaissance, extension and intensification will be challenging tasks that we can face on some islands. JBMDS is familiar with procedure in setting up reference station and operating procedure to calibrate equipment. The Trimble Zephyr Geodetic antenna has demonstrated performance to rival the choke ring antenna in extensive tests. Sub-millimeter phase center repeatability, better low elevation tracking and significantly reduced ground-bounce multi-path with the new Trimble Stealth ground plane technology all add to up the best accuracy ever from a portable antenna. GNSS with more satellites is covering wider area and narrow streets traditionally bad pockets for GPS technology. Standard procedure for geodetic control will be implemented and JBMDS will include antenna calibration and testing parameters in final adjustment, a minimum of 3 horizontal NGS points, and a minimum of 4 vertical benchmarks with published elevation will be included. A network of GPS observations will be prepared and presented to the field supervisor together with the detail instructions. JBMDS has reference station centrally located and operating in Miami-Dade County and we are in the process of including the station into existing FDOT reference network. JBMDS has designed its own GPS Log sheet for measurements, and our GPS crew is using it as a standard procedure in all of our projects. Our field crews will also use fixed height antennae of 2.063 m (6.768 feet) for all GPS measurements, with Zephyr antenna for GPS observations. On this way we will minimize blunders, and log GPS sheet will serve as a standard QA/QC for the project. Files from the GPS receivers will be downloaded to a computer using Trimble Geomatic Office Software, Version 1.62. This software has interface for downloading/uploading measurements, as well as modules for processing, analyzing, and adjustment of GPS observations and conventional measurements simultaneously. All processed baselines will be analyzed and signals from all satellites during measurements can be seen on the computer screen, weak signal eliminated. Loop closure test will be performed for all baseline independent figures. JBMDS will design network assures redundant measurements in creating the independent baseline figures. Following step will be to process baselines and perform unconstrained adjustment of the vectors on WGS 84 datum. Chi-square test with 95% confidence level will be used to examine the quality of the measurements. Baseline with a high ratio will be eliminated from the final adjustment. JBMDS will perform constrained adjustment based on Florida East State Plane Coordinate System, 1983. City of Miami Beach www.JBMDataSvstem.com RFQ: 03-06/07 November 2006 ~ Technical Proposal Pg. 32 it's done Following the analysis of all relative errors, the final output will include the coordinates for all control points and published BM elevations, including ellipsoid heights and geoid heights. In addition JBMDS will include all existing section corners by GPS observations and by adjustment. Establishing the position of the section corners will ensure a more precise design and alignment of the proposed baseline if necessary and that is the most important step before data collection and topographic work.. 3. Canal and levee cross sections and Profiles For an accurate DTM, cross-section of the canal will be surveyed every I00 feet of the canal length, with reference to the control points. This data will be collected using a boat and a prism on a fiberglass rod. For these activities we will select personnel that can swim and have the required safety flotation devices. Each canal bridge or structure will be surveyed in detail. We suggest using a digital camera to take pictures of every surveyed bridge and delivering digital picture files as a part of documentation of the project. At every bridge location, 3 additional cross-sections of the canal will be surveyed: one close to the bridge, and the other two 25 feet from the bridge on each side. For this operation, JBMDS will combine using GPS/RTK total station measurements with calibrated model and Robotic total station for the portion with extensive vegetation. The important element of measurements is to include the top of the sediment and the natural bottom of the canal, and to organize data in creating dictionary in order to successfully create DTM with the double surface of the bottom and the top of sediment. Our staff was involved in canal cross section of the Florida City Canal, 8.5 miles length. 4. Boundary Surveys JBMDS technician will perform county and governmental agency research to obtain the following: - All subject parcel and adjoining parcels ownership and deed copies - Tax maps showing the subject tract and adjoining parcels - Copies of all survey plans (record plans, plats, permits, survey records, etc.) - Copies of Original Public Land Survey and/or Government Land Office (GLO) notes and Section Corner recovery notes (where applicable) - Right-of--Way and Easement plans for adjoining streets, highways, and railroads - JBMDS surveyor's personal file with 14 years of local presence with the projects and information State wide. - JBMDS will prepare adeed/plat study (record boundary) from the above referenced research in order to facilitate efficient field reconnaissance of the site. - JBMDS field crew will perform the site reconnaissance, set up a closed traverse around the site, tying in all PRM and PCP monuments and evidence of possession such as fences, pavement, and buildings. Furthermore, the survey crew will include Section or tract corners by GPS observation. - JBMDS will perform note reduction and survey calculations necessary to make the appropriate boundary decisions. City of Miami Beach www.JBMDataSvstem.com RFQ: 03-06/07 November 2006 Technical Proposal Pg. 33 it's done - JBMDS will prepare a legal description and a plat of survey of the site and all easements affecting or benefiting the property in accordance with state and local requirements and also in accordance with MTS of State of Florida. - JBMDS will study title report and historical data with the reference to the property lines. At the completion of the survey, JBMDS field crew will set the property corners in accordance with MTS, State and the City (sample of Lincoln Road). The final drawing will show all relevant information of lot and block numbers, adjoining lots together with the legal description and comparison between plat and measured directions and distance, as well as ties to the nearest street intersection, right of way intersection or reference point. All property corners are going to be described with the statement which were set and which were found and accepted during the survey. 5. Topographic Surveys JBMDS will perform a topographic survey on the site including all improvements with location and elevations of the improvements including but not limited to the roads and trails, buildings, railroad, vegetation, asphalt pavement, low points, high points relevant to design, sidewalks and concrete slabs, curb and gutter, canals, top of the bank, top of the pipes, manholes, catch basins, fence lines, poles, signs, trees with specification and the spot elevations and contours depends of the scale. Up to two bench marks minimum are going to be established on the site together with the vertical datum, depends of the site and size of the project. For all large scale projects JBMDS would recommend the combination of the GPS/RTK infill and conventional robotic total station with conventional or digital level. o Utility Information Location of all sanitary and storm sewer manholes, catch basins and drainage culverts within survey limits and/or to centerlines of streets surrounding property. The following information shall also be included for the sewer system: Elevation of all sewer manhole and drain inlet rims elevation, size direction and pipe material. Elevation of all sewer inverts at manholes and drain inlets. For manholes and inlets with multiple inlet and outlet pipes, relate invert to pipe with direction of flow. Locations, sizes, and materials of all sewer pipes. For storm or sanitary sewer pipes extending beyond the survey/property line, the location of the first manhole or drain inlet with information of type, size of pipes, and invert elevations will be given. Top of headwall and invert elevations of culverts. Location of electric manholes, vaults, light poles, telephone manholes, and electric and telephone poles on property and to centerlines of streets surrounding property. The following information shall also be included: Rim elevations of manholes and vaults. Locations of underground electric and telephone lines based upon surface structures, marking by utility companies, and plans provided. Locations of water, gas, fire lines, hydrants, and post indicator City of Miami Beach WWW.JBMDataSvstem.com RFQ: 03-06/07 November 2006 Technical Proposal Pg. 34 it's done valves on limits of survey and to centerlines of streets surrounding property and will include size of line if available from plans. o Topographical features and information Finished first floor elevations of all buildings on the site. Location, condition, and material of sidewalks and curbs surrounding property. Location of vehicle curb cuts, handicapped access and parking lot location, and drive approaches. R/W of the roads and sidewalks on and surrounding property. Location of all existing buildings, sheds, fences, barriers, signs, paved areas, and tree lines within property. Location and water elevation of ponds, lakes, and streams within property. Topographical elevations will be taken on surface of property along all linear break lines (points defining a linear relationship, such as a ridge, ditch, road crown, and curb line) Additional spot elevations should be taken between break lines to adequately define the surface. Contours will then be generated from these field surveyed points and depicted on plan. Datum to which elevations are referenced (i.e. Local datum City of Miami Beach, USGS datum, NGVD 29 datum or NAVD 88 depends of the existing utilities plans and vertical datum) Establish two (2) benchmarks indicating locations and elevations on the plan and full description. Underground utilities shown on the survey will be based upon actual field locations of visible structures. Available records from the appropriate utility company or information supplied by the client will support field located utility information. If requested, JBMDS will contact Sunshine State One -Call of Florida, and will coordinate all marking of the public utilities. The location of the public utilities as marked will be SHOWN on the survey AND ALL EXISTING PLANS WILL BE A PART OF THE DELIVERY PACKAGE. All trees planted next to the right of way line will be surveyed. If a row of trees is planted parallel to the right of way lines, we will survey a tree at every break or at every 100 feet of the length of the tree line. We will count the trees in between the surveyed trees and show these counts in the plan. JBMDS employee will not enter in any private property without permission of the property owner and appropriate procedure. We will notify property owners in advance and contact them for permit- ion. For trees identification and botanical name, JBMDS usually will be consulting City or County biologist. 6. Specific Purpose Surveys Specific purpose survey is well defined and described by MTS. There is no client or job that does not require something specific and that can be defined to address specific needs. The work will be defined and by work order all tasks spelled out to ensure that City will get quality product and the consultant is not going to be in violation of the existing MTS. A good plan may eliminate misunderstanding and usually will include the following: City of Miami Beach WWW.JBMDataSystem.com RFQ: 03-06/07 November 2006 Technical Proposal Pg. 35 it's done - Reviewing the purpose of survey and openly discuss the approach and final product. Communication and understanding are conditional in order to meet expectation. - Listing all tasks and elements of survey that are going to be perform, and by framing all exclusion what may save time and what will limit survey to satisfy one of the MTS type. - Determining the schedule and time frame for survey - Agree on all tasks and on the cost associate with the specific purpose, analyze the full survey alternative and demonstrate what would be advantage of doing specific tasks only. - Schedule and perform all aspects of agreed tasks and report to the client plan versus schedule. - Discuss the survey with the project manager and address all deviation of the full survey or type of survey that specific survey is supplement for. 7. Hydrographic Survey You may face any number of challenges in marine surveying. Tidal height variations, system integration issues, distance from land and a survey area that you can't always see. The ability to rapidly carry out a marine survey can be compromised by anything from equipment integration problems to working at night or in foggy conditions. Whether it's surveying a waterway for charting purposes or an environmental survey, a proven system can provide you with the tools to position you for success. JBMDS is using Trimble high-precision centimeter level (RTK) and sub meter (DGPS) positioning solutions which together with other marine sensors can be integrated with the HYDROpro T"' Navigation and the HYDRO~roT'" Terramodel software to create application specific marine systems. The software allows you to quickly import HYDROpro survey data into a project structure that is suitable for the way hydrographic data is handled and presented. It is easy to then produce final plots as well as generate contours, calculate volumes and even 3D 'fly through' of your data. Full drafting functionality, plan form design and plan plotting allows you to generate an entire map in seconds. Contours are generated quickly in one step, and you can visualize and rotate the surface in 3D color. The advanced DTM surface design tools are all part of the package and they enable you to calculate accurate volumes without having to cut cross-sections. 8. Construction Layout Surveys, Record or As-built Surveys and Quality Surveys JBMDS will provide construction staking services in accordance with approved construction plans as supplied by the Architect. Good communication is essential between team members internally and externally (our clients- our project manger-architect-general contractor) by the (phone, mail, a-mail, NEXTEL radio). City representative is always going to be inform but not involved, our policy is that we are hired to find solution and how to deal with the potential problems, actually to predict them in the process of analyzing the scope and reviewing the plans. JBMDS will generate staking plans to facilitate the construction staking of the streets and utilities. All major centerlines and the grid of the construction will be included and defined. The standard procedure will follow: City of Miami Beach WWW.JBMDataSvstem.com RFQ: 03-06/07 November 2006 Technical Proposal Pg. 36 it's done - Set horizontal and vertical control points (will be set outside of the construction area, well flagged and protected). - Stake clearing limits of construction - Stake with grade the centerline of streets for all new subdivisions. - Stake with grade the sanitary sewer structures w/offset 1 line/grade stake per span - Stake with grade the storm sewer structures w/offset 1 line/grade stake per span - Stake with grade the waterline fittings and hydrants w/offset and grade - Stake with grade the back of curb w/offset and grade - Stake with grade the front of pad on lot line - Stake building corners and typical cross-sections - Field and office verification will be performed on regular daily basis for all stake points. A part of JBMDS standard QA/QC procedure is to measure all stakes after staking completion. Surveyor technician will perform independent comparison between design and points staked that day. JBMDS will re-stake all points out of tolerance following day performing regular tasks scheduled on the project site and eliminate potential problems. During the last three years JBMDS successfully laid-out around 25 miles of utilities and performed full as-built on call basis for recordation purposes. 9. Field Reconnaissance JBMDS is equipped with machetes, boots, and also with the latest GPS and conventional equipment, digital camera and GPS. Last year JBMDS first time used cellular telephone for the communication in transmitting corrections for the rover. JBMDS used Trimble R-8 GNSS blue tooth technology for wireless communication and correction of the rover. JBMDS successfully located existing right-of- way monuments in order to define R/W of Crandon Boulevard, Key Biscayne and Virginia Key and defined section and right of way lines, and laid out 5800 feet of underground cable parallel to Bear Cut Bridge at Virginia Key and under the bay. The azimuth was calculated and correction made for the magnetic influence and adjusted results given to the contractor for navigation purposes (sound measurements are with magnetic azimuth orientation). The bore got out at the Rosenthal School of Marine Research at 0.2 feet of the proposed lane. NOAA and UM are connected by fiber optic cable and JBMDS was very pleased with the system of navigation. Project described above is a typical scenario, very few or non public information, old deed or right- of-way maps with no baseline on the ground, and puzzle how to get into foot step of the original survey and how to read someone's mind and what equipment they have been using. JBMDS rather define the project first and frame the existing public information than going to the field to do research and reconnaissance on the site without knowing what to look for. After research is completed and preliminary computation done JBMDS crew navigate to the points including existing ground control and recovery boundary lines, old fences, foot print of the pile of the deck and typical future shown or referenced on the deed or old aerial photography, or on recorded plat. Our field crew is equipped with the metal locators, shovels, booths and machetes. JBMDS believes that good field preparation in organizing and combining data and in extending ring of research is the essential element for good field reconnaissance and successful project realization. Execution of good planning is routinely task for experienced JBMDS crews. City of Miami Beach WWW.JBMDataSvstem.com RFQ: 03-06/07 November 2006 Technical Proposal Pg. 37 it's done 10. Provide professional surveying and mapping review services JBMDS has established QA/QC in the house. There is standard procedure followed for each project and for each task. In reviewing the final product, JBMDS project manager is going over check list and comparing do we have all metadata in our file and do we have all computation in compliances with the Federal State or local law. The role in reviewing work is to compare and to insure that all aspects of technical standards are applicable and that the job was performed according to the executed contract but also in compliances with the law. First part of the reviewing process will be to check completion of the tasks performed. Second portion would be to go over the check list applicable to the specific type of survey performed and to insure that chosen procedure does not violate the existing and applicable technical standards (MTS). The third and very last would be selection or cross section of the final product and field confirmation. Typical sample would be final mapping product and certificate regarding the accuracy of the contour. Conventional and independent check of the typical cross section for the portion of map with the extensive development, a beach area and or area with extensive vegetation, high grass palmetto field, would be to do cross section which would confirm the accuracy of the map and or compliance with the existing NIMA standards. Appropriate report with recommendation and all marked prints would be final product and will be presented to the City Project Manager or other consultants. Our preference, orientation and policy is to go digitally with data, to highlight cad file using the layer QA/QC and submit all comments in digital form, however we understand surveying industry standards at this time and we are flexible to accommodate to paper work marked prints procedure as well. 11. GIS (geographic information system) services JBMDS is GPS GIS oriented. All field information are digital and in the state plane coordinate system. Our entire field personnel is familiar with ARC Info software. Our survey data and cad drawings are connected to the database and tied to the points with the attributes and the code for TSC2 stations. Everything that we are doing is coming from GIS environment or it is a part of GIS world. Working for different clients and using different systems our team is constantly improving and developing data dictionary to accommodate clients need. From FDOT and Microstation-Caise- Geopak combination to Trimble TGO-AutoDesk Land development-Surveying Module-Coo AutoDesk Map-Civil Design-Land Desktop to Arc Info. JBMDS believes that there is no difference and separation and GIS is final presentable form of land information system, all of our employee are train and selected to work in GIS environment. Our system programmer develops application software to meet the specific requirements of a particular data collection and/or data use niche. The application software will include components of the software development kit and GPS hardware and/or software applications for the complete customer solution. TGO is also an open package and open application with potential to import base map in the form of GIS, Cad or digital orthographic photo. Combine them with the surveying information and exporting them back to GIS environment. JBMDS also believes that using GPS for GIS data collection and data maintenance is essential for timely decision-making and the wise use of resources. Any organization or agency that requires accurate location information can benefit from the efficiency and productivity provided by GPS technology. All over the world, government agencies, scientific organizations, and utility companies use GIS data collection and data maintenance systems to stay up-to-date and competitive. City of Miami Beach WWW.JBMDataSystem.com RFQ: 03-06/07 November 2006 Technical Proposal Pg. 38 it's done 12. Aerial Photogrammetry survey JBMDS uses the latest, most sophisticated equipment for performing global positioning system (GPS) surveys, including the reference stations, L1/L2 C and LS receivers, Zephyr Geodetic antennas. With these capabilities, we perform both horizontal and vertical control surveys in supporting photogrammetry project: - Horizontal and vertical ground control for aerial mapping projects state wide - Ground control support for Airborne mission - Ground control support for LIDAR projects JBMDS has experience in photogrammetry survey however at this point we do not provide any photogrammetry services. Our preferable role for photogrammetry services will be performing- independent QA/QC and field verification on need basis for the Cites City of Miami Beach November 2006 WWW.JBMDataSvstem.com Technical Proposal RFQ: 03-06/07 Pg. 39 it's done ~ Methodology and rationale for the proposed approach We understand City's objective is to obtain qualified consultant with hardware/software package to support various design„acquisition, right-of--way and construction projects. JBMDS has its own capability and resources to respond to your work orders promptly. We build the staff and the off ce in Coral Gables at the technical level that will always exceed your requirements. We carry the latest conventional and GPS equipment and computer hardware/software, certifiably compliant with FDOT and FGSC requirements. Past involvement with similar type work Working with different clients and for different consultants, our group of professionals is unique combination of experience and fresh self motivated professionals that very few companies will offer to the City. We have grown together to the highest technical level, and with the low overhead, JBMDS is unique on the market. Our team has worked together in the last five years, and the same group before establishment, has helped different consultants with qualification process and in handling projects from 1999-2004. JBMDS is extremely well established, stabile company and the long run oriented consultant. Quality control processes and application: QA/QC starts with research and job preparation, field reconnaissance and pulling necessary control for successful project realization. Do we have everything that we are going to need for the job? Our first QA/QC project starts on the field, each truck has lap top computer with all digital information and Internet access. Crew is connected to the information and at the end of field work crew chief is downloading data into computer verifying the geometry on the field and going over the tasks and filling in checking list and reports. In the office the supervisor is processing data confirming that job is completed, and our responsible PM is comparing all data with the technical certificate for each task and its compliance with the State Law, MTS and District requirements. Independent survey technician, not involved in the field or cad work is walking the project and marking the prints if anything is missing on the plans or if it is not shown. Our responsible PM is comparing all data with the technical certificate for each task and its compliance with the State Law, MTS and District requirements going over all QA/QC checks performed by the group. * Please review our field and office QA/QC list. Project management Good communication in project management is a vital key for success. JBMDS project manager is certified project manager and had successfully completed Enhancing Team Performance Seminar, and Tools and Techniques of Project Management by PMSI Project Mentors, a part of the PROVANT Project Management, an Authorized Provider of International Association for Continuing Education and Training. The success is measured by how well we served our clients, and City of Miami Beach WWW.JBMPataSystem.com RFQ: 03-06/07 November 2006 Technical Proposal Pg. 40 it's done how well we manage our resources. JBMDS project manager implies pride in work, a commitment to quality, a dedication to the mutual interest and a sincere desire to help. Tasks are assigned to the best available people, training and mentoring is our goal on each project, and to keep the bearing on the course of budget is our ultimate goal. We do have implemented mentor-protege system and we are trying to grow as a team. We analyze the project after completion, discussing lessens learned and filing everything in our own library and portfolio. Coordination and Communication Project manager is the coach of JBMDS team. Communication, coordination and prediction of potential difficulties and open conversation with the members of the team are essential. Communication with our clients is available on many different ways. Reports, letters, e-mail, phone conference and quick report and presentation. Our client is assigned to our ftp site and with the password can keep track of the activities, schedule budget and delivery. In addition, our team communicates with the NEXTEL radio and cell phone. Each member has assigned tasks and daily and weekly schedule. Crews are downloading and uploading data on daily basis updating and exchanging information. JBMDS project managers use the USB for all check lists and tasks assigned to each member of the team. FTP is updated on daily basis, City will have access to data at any time, during the collection or processing, and in order to monitor the real-time progress, and QA/QC reports and procedure for each segment and when project is ready for design or construction. The reports and letters are in addition and the official part of our communications. Technical issues JBMDS is equipped with machetes, boots, and also with the latest conventional equipment, digital camera and GPS. Last year JBMDS first time used cellular telephone for communication in transmitting corrections of GPS signal for the rover. JBMDS used Trimble R-8 GNSS with blue tooth technology for wireless communication and correction of the rover. JBMDS successfully located existing right-of--way of Crandon Boulevard, Key Biscayne and laid out 4000 feet of underground cable across Bear Cut Canal. The azimuth was calculated and correction made for the magnetic influence and adjusted results given to the contractor for navigation purposes. Bore get out at the Rosenthal School of Marine Research 0.2 feet of the lane. Each crew has lap top, NEXTEL, data access and safety equipment. Safety of our people and equipment is priority number one and JBMDS is working hard and continuously updating safety of our people. We are proud to our accident free working environment. Our people are MOT certified. Conclusion• - Well trained employees with the low overhead. - Technically, shoulder by shoulder with "the big guys': - Challenge, experience and self motivation, - The group dedicated to profession - Relatively new consultant familiar with the job and procedure and with the stuff with local presence and experience. City of Miami Beach www.JBMDatasystem.com RFQ: 03-06/07 November 2006 Technical Proposal PR. 4 / it's done ~ Sample work plan Analyze and Plan the Project - To define the scope of services and to define all tasks and activities - To predict potential problems and critical activities - To develop strategy and back up exit if we face delay or time reschedule, assign additional staff and reorganized work. - Assigned the team and resources to the project and set up the budget - Discuss the task and activities with the team member and delegate the roles, expectation and responsibility to the team members - Suggest to the City right and optimal solution depends of the type of the work Establish Project Budgets Break the project to the task and activities; define the amount of hours per task and per activities. ~ Pull similar project data (historical data) and analyze the activities versus realization. Break the project to the elements that are measurable during the project realization. To establish milestone and operational procedure Schedule of Time JBMDS is a consultant with the full understanding of the imperative to meet the dead line. During the last year our crews did over 20 miles of "on call as-built" for utilities, we understand essential of teaming and other schedule, time when concrete is on the site and ready to be pored, contractors activities, client supervision and our team commitment. - Set time table for all activities and calculate critical path - Analyze the alternative solution and back up for all critical activities WHAT IF STRATEGY (additional crew, robotic, scanner, cellular technology). - Set the clear goal for each team member and discuss the role of key people. - Calculate the number of available hours and amount of estimated hours and set the goals for each phase of the project. Management of the Resources - Implement the new technology to clear a potential jam and to support critical activities. - Compare the bearing with realization and analyze all deviation of the plan - Implement developed back-up strategy to improve the time schedule. Compare the Budgets versus Schedule Our project manager is using Microsoft Project to track milestones and timelines and budgets. The sample of the project Gantt chart is attached and copy of standard report forms from Project Mentor. City of Miami Beach WWW.JBMDataSystem.com RFQ: 03-06/07 November 2006 Technical Proposal Pg. 42 it's done Quality Control JBMDS managers are in full control of the most important aspect of the project. JBMDS implemented standard quality control check list and also office check list. Please see at the end of this section our QA/QC list. It is critical to implement QC at the time when task is in progress. Without QC approval following activities cannot start. Good sample is traverse or loop closure and adjustments. Detail data collection for topographic survey cannot start before we set and develop the horizontal and vertical control in the place and get results. A "piling of data" is not going to help to speed up the project; timely processing and control of each file are elementary condition for good communication and quality of the project. Our first QA/QC is always going to be on the field. Crew chief will download data into laptop on the field just after "last turned angle", and he will have visual pictures of what is completed and what lines need to be edited, walking through the portion of the project done that day. In addition digital pictures are going to be taken and file as an integral part of project documentation. Any and all questions will be discussed latter looking at the pictures-model. Communications JBMDS is opening canal of communication internally with the team members and externally with the client, architect, engineer and contractors. All technical aspects will be clearly discussed and appropriate reports will follow. JBMDS project manager goal is to discover and to report all deviation or potential difficulties ahead of time, project schedule and percent completion by each task. In JBMDS standard policy is to open and to keep electronic file accessible to all people involved. We are building the model as work progresses and all activities are going to be recorded. At the end of project the file is a part of documentation, during the project it is accessible to all members of the team. The relevant information has to be recorded and in managing project, the status of the project has to be updated in real time, same way as we collect data for example in real time kinematics. At the beginning of the project we establish the communication list that we distribute to all internal and external members with relevant information, name and role, cell phone number, NEXTEL radio number, e-mail, fax number and office number. JBMDS has the ftp capabilities and also web page with the major projects and password. In addition each crew has Internet access on the site in order to speed up procedure of data transferring. JBMDS is PRO-active consultant who is always a head of time in order to complete all task per our schedule and on time. We communicate with all people involved in the project in order to find solution and deliver our project on time. City of Miami Beach www.JBMDataSvstem.com RFQ: 03-06/07 November 2006 Technical Proposal Pg. 43 it's done ~" ~ Project Management Vision City of Miami Beach Architect Engineer City of Miami Beach November 2006 WWW JBMD2t_a_S~~tem_com Technical Proposal GC JBMDS RFQ: 03-06/07 Pg. 44 ~ Availability chart JBM Data System, LLC 2006-2007 Manpower Allocation -~-- Used --~ Manpower r" City of Miami Beach November 2006 v_"J`N_~N J6P._1D__a_USystem c~n-_ Technical Proposal RFQ: 03-06/07 Pg. 45 ~~ o ~ o g • M O ~1 k ~' ~R t '4+ *di i alp ' 1F1^.':3ii~dil ~lfiC ... Plti?IfF~At Ali i9P sRR~1Fii1(p~!j,{LPie t Atk1~S 3f- Set rF<91d ! `~ ~. t ~, F r 3~G4 ~ ~ i k e q d k xl F s .3,. x ~. r i F y i ~ Yi.y ~ . ~ s # ~. „ ~ . r~~ . , .. h '~ .U O ~ U >, F., o ~ ~ U ~ H k r-. ~ L ti ~ ~ s 0 ,~ ,~ `~ o0 ~~ O ..~ U M~ W •^ Q 3C~i fry N G ~ ~ ~ ~T+ ? ~..~ JOVICA B. MALESEVIC, PSM, PROJECT MANAGER Principal ~ Experience and Qualifications As Professional Geodetic Engineer and Professional Surveyor and Mapper who has worked with the leading geodetic, surveying and mapping companies in Europe and USA, Mr. Malesevic has worked closely with the state, federal and local governments. Throughout his career he has developed the skills to run multiple projects simultaneously on a daily basis, as well as preparing proposals, negotiate budget, and presentations. Mr. Malesevic's background enables him to handle multiple tasks routinely, and to remain at the leading edge of surveying technology. Mr. Malesevic plays an instrumental role in managing surveying and mapping projects and establishing relationship with the clients in South Florida and Caribbean, as well as managing and developing professional and technical activities in Miami office. Mr. Malesevic also, based on his background in civil engineering and photogrammetry, has been developing himself in multidisciplinary project coordinator. Software Microsoft Word, Excel, Power Point, AutoDesk Land Desktop 2004 CAD Land Development, GPS Trimble TGO, Caice, Micro Station, Vector, Network and Internet ,some Arc-Info familiarity. ~ Employment • 2004-Present 1BM Data System, LLC, Principal • 1999-2003, Woolpert LLP, Project Manager • 1993-1999 Biscayne Engineering Company, Survey Manager • 1986-1992 Surveying Department Section of Cadastral, Belgrade, Geodetic Engineer ~l Representative Project Experience 2000- 2003 - FOOT District 6, Contract Number C-7081. GPS static projects to provide Aerial Ground Control or to establish PNC along the State Roads, the ties to the section corners and or existing PNC or BLC, and to NGS horizontaUvertical control points, NAD83/90, State Plane Coordinate System, NGVD 1929. Designing the network, analyzing and post- processing measurements, running GPS loop closure test, and minimally constrained adjustment and constrained adjustment. (During the October of 2000 worked together with Ray Hintz, PhD, on the accommodation of the existing software Vector for accepting the vectors from TGO, Trimble package). All procedure in network design of the control project meet or exceed the specifications set forth in the Geometric Geodetic Control Committee, May 11, 1988 last revised in August of 1989 for Second order, Class I Horizontal Control survey. PSM in professional responsible charge. • 2002 - SR 860-FOOT District 6 LOA 40, 3 miles 2002 - SR 94-FOOT District 6 LOA 39 , lmile 2002 - SR 90 -FOOT District 6 LOA 38, 2 miles • 2001 - NW 27"' Avenue-FOOT District 6, LOA 37, 3.5 miles City of Miami Beach 1BM Data System, LLC RFQ: 06-03/07 November, 2006 Resume Project Manager Pg.47 .IOVICA B. MALESEVIC, PSM • 2001 - NE/NW 125` Street-FOOT District 6 LOA 36, 2 miles • 2001- SR 986 & SW 87`h Avenue-FOOT District 6, LOA 35, addition • 2001 - SR 989 & SW 211`h Street-FOOT District 6, LOA 34, 2 miles • 2001 - SR 924 & NW 32°d Avenue-FOOT District 6, LOA 33, 3 miles • 2001 - SW 87`h Avenue-FOOT District 6, LOA 32, 2.5 mile • 2001 -Campbell Drive-FOOT District 6, LOA 31, 3 miles Conventional survey using EFB and Total Station, representative Projects: Control measurements of the existing points and property corners verification. Detail topographic survey of the parcel including all improvements relevant to design. Title report studies and checks of the existing property and easements lines and compliance with the existing improvements on the site. Data processing using Caice software and computation of the new property corners. Setting of the property corners and defmition of the portion of acquisition, marking all potential encroachments and teaming together with the traffic designer, civil engineer, and property appraisals. • 2001 -Hialeah Expressway, SR-934-FOOT District 6, State Project WPI #6114162, establishing the new right of way lines to define the area of acquisition, P.M. in professional responsible charge. Title report research and monitoring budget. • 1995 - 1997 FOOT District 6-EIS SR 836 Dolphin Express, MIC Area, State Project No.87200-1539. Control and Alignment Survey, (9miles-15km), Project primary control network and baseline alignment, definition of the existing right of way lines. • 1995-1997 -Interstate I-95~tate Project No.87270-3536. Intelligent Corridor. Control and alignment survey, vertical control network, establishing baseline, ties to BLC, and to the section corners, right-of--way map, DTM, and cross sections. • 1998 -Miami Gardens Drive-State Projects WPI #6114064 and WPI 6114388. established the new right of way lines to define the area of acquisition and to survey property for the purpose of appraise, July 1998 PM professional supervision and project management. • 1999 - SR-836-Ext., Horizontal control and baseline alignment, design survey for widening and extending the existing SR-836. Established new right of way lines to define the area of acquisition, PM, professional charge and supervision of all operation 1998 -Okeechobee Road State Road 25-State Project WPI #6114016. Established new right of way lines to define the area of acquisition. Reviewing the title report provided by the district and showing all instruments that affecting or benefiting the property. 2000 - 2003 Horizontal and Vertical Ground Control for Southwest Florida Water Management District, All horizontal control stations established by GPS followed the specifications as set forth in the "Geometric Geodetic Accuracy Standards and City of Miami Beach 1BM Data System, LLC RFQ: 06-03(07 November, 2006 Resume Project Manager Pg.48 .IOVICA B. MALESEVIC, PSM Specifications for using GPS Relative Positioning Techniques" as published by Federal Geodetic Control Committee (FGCC). All control surveys, both vertical and horizontal, conformed to the Standards and Specifications for Geodetic Control Networks. In all projects the horizontal control survey originated and was terminated on control of at list second order of accuracy and established by National Geodetic Survey (NGS). All coordinates where with the reference to NAD-83190 and NGVD 1929 or NAVD 88. • 2000 -Horizontal and Vertical Ground Control for Port Charlotte, Provided a 102- station, • 80 Sq. miles second order of horizontal accuracy and third order of vertical accuracy • 2000 -Horizontal and Vertical Ground Control, Upper Myakka, Provided a 156-station, 160 Sq. miles, second order of horizontal accuracy and third order of vertical accuracy • 2001 -Horizontal and Vertical Ground Control, Martin County, Provided a 108-station, 90 Sq. miles, second order of horizontal accuracy and third order of vertical accuracy • 2002 -Horizontal and Vertical Ground Control, Polk County, Provided a 60-station, 2000 Sq. miles, second order of horizontal accuracy and third order of vertical accuracy • 2002- Horizontal and Vertical Ground Control, Martin County, Provided a 92-station, for 90 Sq. miles, second order of horizontal accuracy and third order of vertical accuracy • 2002- Horizontal and Vertical Ground Control, Pasco County, Provided a 85-station, 25 Sq. miles, second order of horizontal accuracy and third order of vertical accuracy Miscellaneous GPS and Convenfional Project s: 2005-2006 -Dolphin Mall, Boundary and topographic survey for new Bass Pro Shop, survey for design and permit purposes; Design plan verification and internal measurements of the interior existing columns of the building in order to set the lines of cutting and building new wa1128x25O feet, across of two wings of the building and thru entrance No: l . At the time of measurements mall was in full operation. Construction lay out and as-built survey of new utilities and foundation, anchors, walls and columns • 2005 - Sunnyvale at TC. land development and survey for 100 acres of land. Full topographic survey, subdivision, setting property corners, platting. • 2004 - 2006 Construction lay put and as built survey for 25 miles +/- of underground utilites performing definition of the right-of--way lines, setting horizontal and vertical control and establishing baseline of the construction, on-call surveyor for all as-built purposes. City of Miami Beach .7BM Data SySf`em, LLC RFQ: 06-03/07 November, 2006 Resume Project Manager Pg.49 .IOVICA B. MALESEVIC, PSM • 2003 -Fort Lauderdale International Airport Primary network control and topographic survey for 3.5 miles of force main for design purposes along perimeter road and across the airport to the new facility. PM in professional charge. • 2003 DORM-DERM, Florida City Canal, survey of 8.5 miles of the existing right of way and topographic survey in compliances with DERM specification. Cross section at every 100 feet at 5 feet interval, FEMA funded project, PM in professional charge • 2002-DORM-DERM General topographic survey for a drainage improvements project, verification of the existing R/W lines, 78 County wide sites. FEMA funded project. • 2001- DERM -Surveying and Stormwater Inventory for Stormwater Management, Master Plan Basin: C-1, C-2, C-3, C-4, C-5, C-6, C-8, C-9, C-100, C-102, C-103, Project Number DE-233396.99011, GPSlRTK field inventory of the existing stormwater systems for the area of 164 square miles, P.M. in professional responsible charge, monitoring and establishing the budget, monthly report, schedule. • 1993- 1999 -Miami-Dade County Public Schools -maintaining files for 270 schools, boundary and topographic survey of the site for civil engineering and architectural design, construction lay out, platting, right of way and street closure, PM from 1993 to 1999, organizing and supervising all operations. • ALTA, Boundary, Right of Way and Topographic survey for 300 projects in Miami-Dade Broward and Palm Beach County, Construction lay out, and final as built survey. ALTA/ACSM survey of the Government Center, Miami-Dade County building, including right of way of the existing Metro Rail Station and defmition of the right of way lines across the existing levels of the building. Topographic survey of the nuclear plant Turkey Point east of Homestead for the purpose of new facility. First Order Horizontal or Vertical Control in State Plane Coordinate System, projects• 1988 - BeoMetro-88 Horizontal and Vertical Control Network-62 control station maintaining and developing an existing control network, conducting the measurements, analyzing the results and adjusting and transforming the coordinates to State Plane Coordinate System (Besel Ellipsoid). Professional responsibility, as a Professional Geodetic Engineer responsible for the accuracy of control network, management and supervision of field and office operations in order to define the existing right of way lines and to define the new portions of taking. • 1985 - Tuzla-Primary Survey Control Network for monitoring horizontal and vertical deformation, design of network, 48 station, Primary Horizontal and Vertical Control and "A"- priori error detection with a standard deviation of 6 = ± Smm. PM in responsible professional charge of all field and office operations. City of Miami Beach 1BM Dcitc7 SyStc'm, LLC RFQ: 06-03107 November, 2006 Resume Project Manager Pg.50 .IOVICA B. MALESEVIC, PSM • 1984 - Djerdap-100 miles of first order leveling along Danube River. Level was run in both directions on each side of the river to establish 50 pairs of bench marks on each side of the river in order to be able to monitor influence of the manmade lake on the drainage system, and increase of the volume of water during the winter season. ~l Education • Master of Geodetic Sciences, University of Belgrade • B.S, Civil Engineering, Technical School of Belgrade ~l Professional Registration • Professional Surveyor and Mapper-Florida #5681 • Professional. Geodetic Engineer-F.,U #920-88-12 ~1 Professional Membership • Association of Geodetic Engineers and Surveyors • Florida Board of Professional Surveyors and Mappers • Miami-Dade Chapter, Past President 2003-2004 ~l Continuing Education • Optimization and Organization of Geodetic Projects • CAKE survey data processing seminar • Trimble basic GPS seminar for Land Surveyors, and 32 hours RTK training. • Florida Laws of the Profession Seminar • 1999 Trimble International User Conference, St Jose, CA • Transpo2000, Orlando Florida • GPS Network Analysis by Raymond J. Hintz Ph.D. • Tools & Techniques of Project Management, Project Mentors • Project Management Training, Indianapolis, IN. • Human Dimensions for Project Management, Dayton, OH. • Simulation: Controlling the Project, Dayton, OH • 50~' FSMS Conference 2005, Marco Islands, Fl • 2005 Trimble International User Conference, Las Vegas, NV • Minimum technical Standards • ACSM Conference 2006, Orlando, Fl • 51 S` FSMS Conference 2006, Orlando, Fl • 2006 Trimble International User Conference, Las Vegas, NV City of Miami Beach 1BM Data System, LLC RFQ: 06-03/07 November, 2006 Resume Project Manager Pg.51 JOVICA B. MALE$EVIC, PSM ~I Presentations and Publications • Project Tuzla-1985, Graduated work, University of Belgrade,Yugoslavia City of Miami Beach JBM Data System, LLC RFQ: 06-03107 November, 2006 Resume Project Manager Pg.52 MARK WILLMS, SURVEY TECHNICIAN PHASE MANAGER, PMA ~ Experience and Qualifications Mr. Willms, a Miami Survey Crews Coordinator, has more than 7 years of experience in the surveying industry. His experience varies widely including: utility inventory surveys; GPS control surveying; boundary resolution; topographic; roadway; construction staking; foundation location survey and final as-built. Mr. Willms was recently promoted into Phase Manger, Assistant to the Project Manger and he is in charge of field operation, field crews and budget management of field operation, also his instrumental role is in QC procedure. Mr. Willms has proven his leadership skills in his role as Survey Crew Coordinator on a number of projects. Since holding his position, Mr. Willms was responsible for: ensuring fieldwork is completed; ensuring that data gets downloaded and delivered to the office; resolving field issues as they develop; reporting daily activities to project managers; preliminary field data calculations, and; ensuring that the overall project objectives are achieved through proper coordination of field operations. A QA/QC of field operations and final computation. ~1 Employment • 2004-Present JBM Data System, LLC, Assistant to Project Manager • 2000-2004, Woolpert LLP, Crew Chief ~l Representative Project Experience 2000 to 2004 - FDOT District 6. Contract Number C-7081 Party Chief for GPS fast-static projects to provide: aerial ground control along State Roads; ties to existing section corners and NGS horizontaUvertical control; survey data processing and adjustments; conversion to State Plane Coordinates, NAD83/90, NGVD 1929. Representative prolects: • 2002 - SR 860-FDOT District 6 LOA 40, 3 miles. • 2002 - SR 94-FDOT District 6 LOA 39, 1 mile. • 2002 - SR 90 -FDOT District 6 LOA 38, 2 miles. • 2001 - NW 27th Avenue-FDOT District 6, LOA 37, 3.5 miles. • 2001 - NE/NW 125th Street-FDOT District 6 LOA 36, 2 miles. City of Miami Beach WWW.JBMDAtaSystem.COm RFQ: 03-06/07 November 2006 Resume MW Pg.53 MARK WILLMS Continued • 2001- SR 986 & SW 87th Avenue-FDOT District 6, LOA 35, additional extension. • 2001 - SR 989 & SW 211th Street-FDOT District 6, LOA 34, 2 miles. • 2001- SR 924 & NW 32°d Avenue-FDOT District 6, LOA 33, 3 miles. • 2000 - SR-7/US-441-FDOT District 6, LOA 30, 3 miles. • 2000 - NE/NW 54th Street-FDOT District 6, LOA 23, 2 miles. • 2000 - NW 12th Avenue-FDOT District 6, LOA 29, 1.5 miles. Conventional survey usine EFB and Total Station, Representative Proiects• • 2001 -Hialeah Expressway, SR-934-FDOT District 6, State Project WPI #6114162 Establishing the new property lines to define the area of acquisition, P.M. in professional responsible charge. Horizontal and Vertical Ground Control Representative Projects: 2002 -Horizontal and Vertical Ground Control, Polk County-Provided a 60- station, 2000 Sq. miles, Second-Order horizontal accuracy and Third-Order vertical accuracy. Duties included: NGS control recovery; creating network observation schedules; assisting with network design; preliminary processing; data observations, and; crew management. 2002- Horizontal and Vertical Ground Control, Martin County-Provided a 92- station, for 90 Sq. miles, Second-Order horizontal accuracy and Third-Order vertical accuracy. Duties included: NGS control recovery; creating network observation schedules; assisting with network design; preliminary processing; data observations, and; crew management. • 2002- Horizontal and Vertical Ground Control, Pasco County-Provided a 85- station, 25 Sq. miles, Second-Order horizontal accuracy and Third-Order vertical accuracy. • 2001 -Horizontal and Vertical Ground Control, Martin County-Provided a 108-station, 90 Sq. miles, Second-Order horizontal accuracy and Third-Order vertical accuracy. Duties included: NGS control recovery; creating network observation schedules; assisting with network design; preliminary processing; data observations, and; crew management. City of Miami Beach WWW.JBMDAtaSystem, com RFQ: 03-06/07 November 2006 Resume MW Pg.54 MARK WILLMS Continued 2000 - 2002 Horizontal and Vertical Ground Control for Southwest Florida Water Management District-All horizontal control stations established by GPS followed the specifications as set forth in the "Geometric Geodetic Accuracy Standards and Specifications for using GPS Relative Positioning Techniques" as published by Federal Geodetic Control Committee (FGCC). All control surveys, both vertical and horizontal, conformed to the Standards and Specifications for Geodetic Control Networks. In all projects the horizontal control survey originated and was terminated on control of at least Second-Order accuracy and established by NGS. Miscellaneous GPS and Conventional Proiects: • 2005-2006 -Dolphin Mall, Boundary and topographic survey for new Bass Pro Shop, survey for design and permit purposes; Design plan verification and internal measurements of the interior existing columns of the building in order to set the lines of cutting and building new wa1128x250 feet, across of two wings of the building and thru entrance No:l. At the time of measurements mall was in full operation. Construction lay out and as-built survey of new utilities and foundation, anchors, walls and columns, assistant to the project manager. • 2006-West Caicos, Horizontal and vertical control for West Caicos Island, performing connections to the main island of Providenciales and adjustment of the GPS measurements. Recovery of the control done by British in 1961. • 2005 - Sunnwale at TC, land development and survey for 100 acres of land. Full topographic survey, subdivision, setting property corners, platting. • 2004 - 2006 Construction lay out and as built survey for 15 miles +/- of underground utilities performing definition of the right-of--way lines, setting horizontal and vertical control and establishing baseline of the construction, on-call surveyor for all as-built purposes. • 2000 - 2001- GIS/GPS Water, Sewer, Storm water Utility Survey-City of Fort Lauderdale, Florida. Crew Chief for surveying services on this 60 square mile project utilizing RTK GPS technologies. Mapped three utilities systems to within 0.2 feet accuracy of horizontal and vertical control networks. • 2000 - 2002 -GIS/ GPS Water, Sewer and Storm water Utility Survey Savannah (SAGIS), Georgia. Manager of this multi million dollar GPS utility inventory &GIS data conversion project. This project included extensive field utility investigation City of Miami Beach WWW.JBMDAtaSystem.com RFQ: 03-06/07 November 2006 Resume MW Pg.55 MARK WILLMS Continued using proprietary software, resulting in a complete sub-surface utility mapping. Resulting GIS accurately reflected the client's utilities allowing for accurate modeling and cost saving maintenance management. • 2000 - 2002 - DERM-Surveying and storm water inventory for Storm Water Management, Master Plan Basin: C-1, C-2, C-3, C-4, C-5, C-6, C-8, C-9, C-100, C-102, C-103, Project Number DE-233396.99011, GPS/RTK field inventory of the existing storm water systems for the area of 164 square miles. • 2002 - 2003 - E-911, Address Verification, Polk County, Florida. -Field Coordinator and Crew Chief. Surveying Based on GIS information for Rural and Urban areas, provide the Service 911 a position by GPS. 2002 - 2003 -DORM, Florida City Canal, Dade County, Florida. - Field Coordinator and Crew Chief. Surveying services for the project, included survey of existing right-of--way lines (25' each side of the right of way lines) for a total canal length of 8.5 miles. Deliverable submitted with digital files in State Plane Coordinate System with all topographic information, DTM, and cross-sections. 3D measurements of the canal bottom and top of sediment were also provided as part of this project. Complex environmental conditions required employ unique survey methodology for this project. Combining GPS with Total Station, data was collected simultaneously with the two systems. GPS of all existing section corners was used to set ground control in tandem with known NGS points. Established control then gave the capability to alternate between Real-time Kinematics (RTK) GPS and Total Station using the same data collector. Where weak GPS signals were encountered, data from the conventional system was exchanged, resulting in a more accurate and time- efficient procedure. ~l Education • Technical Collage For Surveying and Mapping, College of Geographic Sciences, Canada • "Intermediate Work Zone Traffic Control Certificate", Florida Surveying and Mapping Society, (2001) • MOT seminar presented by FDOT (2002) City of Miami Beach WWW.JBMDAtaSystem.com RFQ: 03-06/07 November 2006 Resume MW Pg.56 ATILA RAFAI, SENIOR SOFTWARE DEVELOPER ~ Experience and Qualifications Mr. Rafai is JBMDS Associate coordinating and developing our software and hardware compatibility. Team Leader/Architect/Senior Developer on projects for a Fortune 100 companies 10+ years of experience in design, development and implementation of database and Internet applications (full Software Development Life Cycle) on Unix/Linux and Windows platforms Extensive experience in Object-Oriented Analysis (OOA), Object-Oriented Programming (OOP), n- tier and Client/Server architectures including Relational Database projects and GIS. Mr. Rafai develops strong analytical and troubleshooting skills and ability to work under tight deadlines, independently, as a part of a team, or a team leader. Proven technical leadership skills and ability to train members of the team, proven record in ARC Info, ARC View and software development to link and to design JBMDS operating procedure with various data bases and client's needs. ~l Employment • April. 2005 -JBM Data System, LLC, Coral Gables, FL • April. 2004 - 2005, 'En technologies corporation', Coral Gables, FL • Dec. 2004 -April. 2004, Senior Application Developer, ESRD Labs, Fort Lauderdale, F • Apr. 2003 -Dec. 2003, Senior Software Architect, 'Internet Access Systems', Boca Raton, FL • Nov. 2002 -Jan. 2003, Application Developer, 'CTI Consulting', Fort Lauderdale • 1998-2002, Independent Contractor -various companies ~l Representative Project Experience • Entitlements, Senior Developer, Oracle 9.2, IBM WebSphere Portal 5.1, Tivoli Directory Integrator • DNS system, Senior Developer, Oracle 9.2, IBM WebSphere MQ, IBM WebSphere Business Integration Message Broker • ASAP -Customer Resale's Enhancements, Phase II, Architect/Team Leader, IBM WSAD 5.1, Resin 2.1.11, MS SQL Server 2000 • ASAP -Customer Resale's Enhancements, Phase I, Senior Developer/Architect IBM WSAD 5.1, Resin 2.1.11, MS SQL Server 2000 • Healthcare application, HIPAA compliant, Java (JDBC 2.0, Servlets 2.3, JSP 1.2) & JavaScript, Jakarta Struts 1.1, Eclipse 2.1, Apache Tomcat, Oracle, RSA City of Miami Beach JBM Data System, LLC RFQ: 03-06107 November 2006 Resume AR Pg.57 ATILA RAFAI Credit-card billing applications (banking): IBM Web Sphere and J-Boss Application Servers (installation, maintenance and deployment); Jakarta Struts 1.1 framework (user data input validation, forwarding, internationalization, and database connection pooling); Extensive usage of Java Enterprise Design Patterns; Visual C++ application for real-time conversion Dollaz-Euro; PHP and JavaScript for Virtual Terminals (credit-card information input for merchant's clients); Apache HTTP Server for multiple virtual hosts, using HTTP and HTTPS; Tomcat as Servlet Container using jk2_module for'Apache HTTP Server -Tomcat' communication (direct usage of Tomcat only for local connection); My-SQL (on Red Hat 9.0) and MS SQL Server (on Windows Server 2003) as production databases -several million records per transaction table (optimizing for speed and hard-disc usage, modifying table structure and indexes, utility programs for data transfer between databases); Firewall for IP filtering, and additional security hardening of Red Hat 9.0 Server, Public Key Encryption (using PKC -Public Key Certificate) • Expert systems (design and development), database and web applications, commercial software development, full life cycle including analysis of the end-user business requirements; as a project leader or independently • Java (highly customized Swing, JDBC & SQL, JavaBeans, EJB, Servlets, multithreading, low-level networking, JNI,...) -distributed computing architectures, both J2EE and non-J2EE (RMI) and JavaScript • Visual C++ 6.0 (MFC, ATL; SQL, ODBC, DAO, OLE DB; OLE, ActiveX; Win32 API, WinSock, ISAPI Applications and Filters,...) using the Install Shield. • Apple's WebObjects 4.0 on Windows NT 4.0 • Visual FoxPro 3.0 as front-end for MS Access, ARC Info 8, ARC View ~ Education • BSCS -Advanced Business School, Belgrade ~l Continuing Education • Sun Certified Enterprise Architect for J2EE Technology (Exam) • Sun Certified Web Component Developer for J2EE Platform, • Sun Certified Developer for Java 2 Platform, • Sun Certified Programmer for Java 2 Platform, City of Miami Beach ~ 1BM Data System, LLC RFQ: 03-06/07 November 2006 Resume AR Pg.58 ATILA RAFAI Sun Certified Programmer for Java 2 Platform 1.4 Upgrade IBM Certified Associate Developer -Web Sphere Studio, V5.0 Object-Oriented Analysis & Design w/UML (IBM's test 486) ~^ City of Miami Beach 1BM Data SySt@I]7~ LLC RFQ: 03-06/07 November 2006 Resume AR Pg.59 THOMAS FERGUSON, SURVEY CREW COORDINATOR ~I Experience and Qualifications Mr. Ferguson, has more than 10 years of experience in the surveying industry. His experience varies widely including: boundary survey, right-of--way survey, control surveying; boundary resolution; topographic; roadway; construction staking; foundation location survey and final as-built. Mr. Ferguson has proven his leadership skills in his role as Survey Crews Coordinator on a number of projects. Since holding this position, Mr. Ferguson is responsible for: ensuring that fieldwork is completed; ensuring that data gets downloaded and delivered to the office; resolving field issues as they develop; reporting daily activities to project managers; preliminary field data calculations, and; ensuring that the overall project objectives are achieved through proper coordination of field operations. QA/QC of field operations. Mr. Ferguson also has strong background and experience in Autodesk Land Desktop 2004. ~1 Employment 2005-Present 1BM Data System, LLC, Field Crew Coordinator 2005- SRS Engineering, Inc, Construction Inspector 1996-2005 Carney-Neuhaus, Inc. Crew Chief ~1 Representative Project Experience Miscellaneous GPS and Conventional Proiects: • 2005 -Sunnyvale at TC, land development and survey for 100 acres of land. Full topographic survey, subdivision, setting property corners, platting. • 2004 - 2006 Construction lay put and as built survey for l 5 miles of underground utilities performing definition of the right-of--way lines, setting horizontal and vertical control and establishing baseline of the construction. • 2003- Design Survey for reconstruction of 164` Street Right-of--way survey and detail topographic survey for the purpose of drainage improvements and redesign of traffic lines and parking spots along the street, approximately 1 mile of the road. • 2003- Design Survey for reconstruction of Normandy Isles Update survey of the streets adjacent to the golf course. Detail topographic survey of inside of the existing right-of--way including all plants and location of the existing structures subject of redesign. Crew chief, data collection and data processing responsibility. City of Miami Beach wWW.JBMDataSvstem.com RFQ #03-06/07 November 2006 Table of Contents Pg.60 THOMAS FERGUSON 2003 -Fort Lauderdale International Airport Primary network control and topographic survey for 3.5 miles of force main for design purposes along perimeter road and across the airport to the new facility. Complex environmental conditions required employ unique survey methodology for this project. Combining GPS with Total Station, data was collected simultaneously with the two systems. GPS of all existing section corners was used to set ground control in tandem with known NGS points. Established control then gave the capability to alternate between Real-time Kinematics (RTK) GPS and Total Station using the same data collector. Where weak GPS signals were encountered, data from the conventional system was exchanged, resulting in a more accurate and time-efficient procedure. • 1999- 2004 -Palm Beach School Board -field surveying for over 25 schools, boundary and topographic survey of the site for civil engineering and architectural design, construction lay out, platting, right of way and street closure, ALTA, Boundary, Right of Way and Topographic survey for more than 45 projects in Miami-Dade Broward and Palm Beach County, Construction lay out, and final as built survey. ALTA/ACSM survey of the Government Center, Miami-Dade County building, including right of way of the existing Metro Rail Station and definition of the right of way lines across the existing levels of the building. Topographic survey of the nuclear plant Turkey Point east of Homestead for the purpose of new facility ~1 Education • "Basic" Survey, Miami Dade Community College, (1997) • "Advanced" Survey, Miami Dade Community College, (1998) • "CAD For Surveyors" AutoCAD 14 with Softdesk, Miami Dade Community College, (1998) • "CAD For Surveyors" AutoCAD 2000 with Land Development, Miami Dade Community College, (1999) • "Intermediate Work Zone Traffic Control Certificate", Florida Surveying and Mapping Society, (2001) City of Miami Beach WWW.18MDataSvstem.com RFQ #03-06/07 November 2006 Table of Contents Pg.61 GEORGE VAVAL, SURVEY CREW CHIEF ~ Experience and Qualifications Mr. Vaval, has more than 10 years of experience in the surveying industry. His experience varies widely including: boundary survey, right-of--way survey, control surveying; boundary resolution; topographic; roadway; construction staking; foundation location survey and final as-built. Mr. Vaval has proven his skills in the role as Survey Crew Chief on a number of projects. Since holding this position, Mr. Vaval is responsible for field crew ensuring that fieldwork is completed; ensuring that data gets downloaded and delivered to the office; resolving field issues as they develop; reporting daily activities to crew coordinator; preliminary field data calculations, and; ensuring that the overall project objectives are achieved through proper coordination of field operations and QC of field operations. Mr. Vaval also has strong background and experience in Land Development Software. ~ Employment 2005-Present JBM Data System, LLC, Field Crew Coordinator 1996-2005 Carney-Neuhaus, Inc. Crew Chief ~J Representative Project Experience • 2005-2006 -Dolphin Mall, Boundary and topographic survey for new Bass Pro Shop, survey for design and permit purposes; Design plan verification and internal measurements of the interior existing columns of the building in order to set the lines of cutting and building new wall 28x250 feet, across of two wings of the building and thru entrance No: l . At the time of measurements mall was in full operation. Construction lay out and as-built survey of new utilities and foundation, anchors, walls and columns, assistant to the project manager. • 2006-West Caicos, Horizontal and vertical control for West Caicos Island, performing connections to the main island of Providenciales and adjustment of the GPS measurements. Recovery of the control done by British in 1961. City of Miami Beach WWW.JBMDataSystem.com RFQ: 03-06/07 November 2006 Resume GV Pg.62 GEORGE VAVAL • 2004 - 2006 Construction lay nut and as built survey for 15 miles of underground utilities performing definition of the right-of--way lines, setting horizontal and vertical control and establishing baseline of the construction. • 2003- Design Survey for reconstruction of 164`h Street Right-of--way survey and detail topographic survey for the purpose of drainage improvements and redesign of traffic lines and parking spots along the street, approximately 1 mile of the road. • 2003- Design Survey for reconstruction of Normandy Isles Update survey of - the streets adjacent to the golf course. Detail topographic survey of inside of the existing right-of--way including all plants and location of the existing structures subject of redesign. Crew chief, data collection and data processing responsibility. • 2003 -Fort Lauderdale International Airport Primary network control and topographic survey for 3.5 miles of force main for design purposes along perimeter road and across the airport to the new facility. Complex environmental conditions required employ unique survey methodology for this project. Combining GPS with Total Station, data was collected simultaneously with the two systems. GPS of all existing section corners was used to set ground control in tandem with known NGS points. Established control then gave the capability to alternate between Real-time Kinematics (RTK) GPS and Total Station using the same data collector. Where weak GPS signals were encountered, data from the conventional system was exchanged, resulting in a more accurate and time-efficient procedure. • 1999- 2004 -Palm Beach School Board -field surveying for over 25 schools, boundary and topographic survey of the site for civil engineering and architectural design, construction lay out, platting, right of way and street closure, • ALTA, Boundary, Right of Way and Topographic survey for more than 45 projects in Miami-Dade Broward and Palm Beach County, Construction lay out, and final as built survey. ALTA/ACSM survey of the Government Center, Miami-Dade County building, including right of way of the existing Metro Rail Station and definition of the right of way lines across the existing levels of the building. Topographic survey of the nuclear plant Turkey Point east of Homestead for the purpose of new facility City of Miami Beach WWW.16MDataSystem.com RFQ: 03-06107 November 2006 Resume GV Pg.63 GEORGE VAVAL ~l Education • "Basic" Survey, Miami Dade Community College, (1997) • "Advanced" Survey, Miami Dade Community College, (1998) • "Intermediate Work Zone Traffic Control Certificate", Florida Surveying and Mapping Society, (2001) City of Miami Beach WWW.JBMDataSystem.com RFQ: 03-06/07 November 2006 Resume GV Pg.64 JBM Data System, LLC ;r's done 4000 Ponce de Leon Boulevard, Suite 470 Coral Gables, FI 33146 Telephone : 305.77 7.0248 Fax: 305.777.0449 ~ Relevant Licensing and Certificates ~~ - -- --- actt ' ` - _ ~ STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROF SURVEYORS & MAPPERS SEQ#L05021900999 ~• - LICENSE NBR The SURVEYING & MAPPING BUSINESS Named below IS CERTIFIED Under the provisions of Chapter 472 FS. Expiration date: FEB 28, 2007 i ~ JBM DATA SYSTEMS LLC 4000 PONCE DE LEON BLVD., STE 470 CORAL GABLES FL 33146 i i i JEB BUSH GOVERNOR DISPLAY AS REQUIRED BY LAW DIANE CARR SECRETARY AC# ~ 4 ? 3 (~'~ J STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROF SURVEYORS & MAPPERS SEQ#L05021900936 The SURVEYOR AND MAPPER Named below IS LICENSED Under the provisions of Chapter 472 FS. Expiration date: FEB 28, 2007 MALESEVIC, JOVICA B 1777 CHUCUNANTAH RD COCONUT GROVE FL 33133 JEB BUSH GOVERNOR DISPLAY AS REQUIRED BY LAW ~" City of Miami Beach WUVyV._JB~1,Dat~SSystem.c~m November, 2006 Licenses DIANE CARR SECRETARY RFQ.~ 03-06/07 Pg. 65 JBM Data System, LLC it's done RE~I~ET F~F~ ~U}4LIFI~,~4~TI~~J~ I~J~. ~~-~~!~p~' ~k~I~ N`r'tEa~I~fEhJT ~ F AiCM aE~l [ airscti~ns: ~ampl~ti~ Pert 1 ~x R~rt II, ~hi~h$~re~r ~ppli~s. Part I : Lisp 6~sl~l+;r sr~ ths dst~ oaf is~u~ i~r ~~~ Aud~d$nd~m r~~iar~i i n ~~ann~~cti4n with this J~d~$ndUm IVY. 1, f~s~ta~d --- October 24_2006- A~d~~ndum h+l~a. ~, C~at~d ~vd~d~rxium hl~. d., C~t,~~d October 26, 2006 November 7, 2006 November 13, 2006 R~art II: _____-- ~~ add~rwdurn ~uas r~~~i~d in ~anns~ian ~riih this FtF+~. '~~rifis~d ~id~ P'r~dc~ur~msnt stiff hJsm~ ~f stiff __ [~t~ ____________________ JBM Data System, LLC ~+~~ansuli~nt-I~~m~ _- _________________ _ ~.r~ .~_ = ------ ~ turn°~ ~~ ~~ November 17, 2006 asbe - ---------------- City of Miami Beach WwW.JBMDataSvstem.com RFQ 03-06/07 November 2006 Acknowledgment of addenda Pg. 68 JBM Data System, LLC it's done aE~ L+~ FTI~ to T~: ~i[~ ~+f rAi~mi E~~ ~it~+ Hsll 1 ~~n~r~nd~n ~~rrter aria Phacur~rr~nt aiwisi~n f~i~rt; ~~~ch, Fl~ari~~ ~~1 ,~uhmitth~d this ,1Z"___ ,~~~, ~f_.~.__l~v~~x___________, ~. Thy und~r~~n~i, ~~ ~~ans~ult~rrt, d~~l~ir~~ that th~ ~~~ p~ar~ns~ i rrt~r~s~t~~ in this pr4p~~as~al ire ,,.., r~m~d herein; that rya 4d~er~ ~ars±an his ~n~ i r~e~r~st i n this r~~p~ansas ~r i n the ~~ntra~t ia~ ~uhi~h this r~p~nee pine; Ihrat this re~p~r~e ie rnede ~with+aut ~nne~ti~n ~r erren~ement r~rith en~l ~th~r per~~an; ~ rMd that tl~ie re~p~x~ee ie i n err$rg~ reep~t fair a nd made i n goad f,~ith, v~rithc~ut ~collusi~n air freud. The ~~aneultent a~reee if this r~p~ans+e is e~ce~l~d, ba ~xe~uie en epprr~riebe ~ii~ of IkJlierni 13ee~h ~~curr~nt fir the purp~$ ~f eetehliehin~ ~ f~rrnel ~c4nlre~bual releti~r~hi~ ~n the ~~an~ult~nt end the ~it~ ~ l~lienri Beech, Flori~de, fir they p~rfic~rrnen~e~ t~F ell re~quirernent~ t~hi~ch d-~ reep~arree p~erteine. The ~~n~ultent eft that the reep~nse i~ heee~ upon the d~cum~nt~ identified h~ the f~dl~rirx number: ~ Ft3 ~I~.-4~'C~~'. ~ '- ~ - ~T~ ovica B. M e ic, P P~ ICI IVTE a hl~F~lE Manager Member TITLE CIF ~C~RR'~F~}~TI~IV;i City of Miami Beach WWW.)BMDataSxstem.com RFQ 03-06/07 November 2006 Declaration Pg.69 JBM Data System, LLC ~'~°~R~I ST~4TEI~IEt~tT UhIaEF~ ;~E+~TI~IV ~'.1 ~3 3~iM a j, FL~RIC]4A ~TJ~TIaTE;}, +I~tV RU~LIt1 ENT1T'`f ~F~IhIIE; THIS FFl1~h1 I~It.1~T BIE ~I~I+I Ea AN a h'~FtIV T~ II~1 THE. RRE~E NEE t~F ~ N{7~T}~I~hf RUBLi~ ~R ETHER €~FFI~E R ~UTH~R I~E~ T4 Ali INI~TER ~TH~. 1. Thrs sr~tx'n slaternent ~ subrnlltaed tr} City of Miami Beach __ _ --------- (Print rmrn~ ~# puGllc enflt~~ ------ -- Jovica B. Malesevic ~e -----~•--°---------.~-.~----------~.-.~----~--~~--e---- ~Prinl Indivldual'~ nern~ and title] Ft}r JBM Data System, LLC ~arinl Warne rar enttl}~ submllgrx~ s~~arn st~lernenq `~'a'h~e tar.rsin~s address Is: 4000 Ponce de Leon Boulevard, Suite 470, Coral Gables, F133146 and ~Ir ~pplk~bl~~ 115 Federal Empl~ner Iderlg8~rtbn IVurnber {FE INti ~ 20-1099-705-- ~q lh entil}r his rrC~ FEI Fa , In~iuda Ih$ [`lei ~curil~ Number ~ ~ hdlYldl~l si~ryn~ the e~ram stat5n~k ----.-_-~.----.._.--_--_-.__---_----------- ---- •1 ~; I urrdenst~ind g7ai ~ 'pubic entlrr cdrnd" as detlr~d in F~ragraph 213.1 ~~ 1 xq}, FI€~rld~ ;statutes, rrreans ~ ~iclagrln art anw state er (ederral Imo" ~ ~ perm wlgl respect ~ end dlreclt~r ri~ated tc the transacgen Qfi business w1g1 a~ tar.~iness~r-~gh a~ publicengt~r or with ~n a~n~ gar pdigcal subdi~isicn cr arrk~ther state or cf the l.inif~ri Mates, Irxludnq, but nat Ihrllaad tr}, erns bid ar c~antract for ~~a~c1s rx` send! to t~ pre'Nded tr arrlr pu>alic entlt~ or an aX or pdigc~l subdr~r~lon rn a~ ether state er of the Flrited Mates and Irrr~dwinq antitrust, Ir~.ld, the~i, brlberr, celiusi^n, raclae~teering, canspt~r, ~r material m~representatton. E. I und$rsbrrJ It7at '~rnrl~ed'. or .'~rnrk~lf~rP' ~~ betin~3d h Pi~r~raph 2~F'.1 ~~ ili'b'I. FIorl~la ~'fet~ne~ar~ ~ nndlrxl cf dultl er ~ cmvicgen ~1 ~ public +entitw crime, with cr wghout an a~djudlc~agen cf cult, In arrr fe{ieral nor state tr~l ceurt apt retard retagng to ch~g~ brought. trir indicirnent cr Infcrrrragcn alter JuIX 1, 1 fib, ~ a resuti at' a turd '.~erdlcf ncnturr irhrl, ar enlr~r aT a plea cfi ~gt11t~ cr nr}Ia ~nlenderie. I•x I lnderstand iha t an'~Inllala~' ar} dether~ In I~ragraph 2~T.1:3~ ~1 ~~~~, Fl~rtda ~tetut~. mans.: it's done i ,i ~ predecess±~r ar sucaess~ar tai a p~ersan ~aantiic#aa+d ~t a pubic engt}' trine; or ~:a .gin en III under the canirol ryt err~~ natural persran ~~tra is accgti+~ h Ihe~ rr~negemenl cl' the en111Y ~ld'~itfl~ ~5 been c+ar7~tick'~l ~f s pubilcengty~° rrlme. The lerrn'~nllaler' Includes Ihase ~rtlicer~, dlteiCll~rs, exe~gwes, partr~, shareholders, emplo~,~~ees, rnernhers, and $gentswho a~ acll~~ In Iha rr~anagernent or an sltnlisll~. The ownership bar r7ne pers~an or sh8re~ aorsgtugrxl a canlrelinq Interest In another perm, or a p~raln~q of equprnenC or Inoane anxan+~ parsers when net ibr Fair marl w~atue under an arm's length a~eernent, shall be a prtna facie + tl~t arre pers+an can Irols another person. ~ pers~an vwtro krx~winglX enters Into a Coln t'~enli.rre~ v~1tt1 a persan t~ha h~ keen t~orn~rlctaexi ~f ~ public engtw crime In Florida ~during the prdh~g ~ months. stsil be c+ansldare+d an a lnltate. November 2006 Sworn Statement Pg.70 ~~ I unciarsiartd thai a 'person" ~ detlned In F~ra!praph ~EF.1 ~3~1 xe~, Florlda ~ietu6es maar~ anY natural pet5on ~r errtliX orgenL~d urxier the lags of and stela or of ltr~ Unilad ~ia1e~ with the leigal pr>~er ~ enter Into a bindlnq ~aanlract and'a~rhlri7 bids ~r applies la btd on contracts, i~or the praf~islon of ~~aads or s+dr~ice~ lei: b!~ a public entliX, or which atli~erwir;e Irarrs~eis or apply to tranfiaci buslr~esra wlth a pubtlc entlhr. The I,arrn "p~atsia~r' hdude~ thane otTiQers, ~rectar~, ~aaca.ru partners, shareholders, en~lo mernbera, end agenis ~dfio are aGtl~ In rrtartagernent r1f an entlkw. ~y 88sed on Infrxrnatbn and Getlef, the stat$n1E~171 whld7l tta~ n~rkie{i b~eiaw ~ tr`r.le In netalian ~ the erltlt~t auhmttbng the ~r+an sl~bemerrk (Indic w°hl~h stai~rnent ap~~tle~.] __~-Mellher the +entlt~ sulxnlttind this sworn statement, rror an~~ ailiC'~irs,, dlr+~Ciors, e~ae~ctrtltit~s, partners, stu~rehakiers, arnpkyy~ees,, tnernbers, >ar end wfio are active In th$ mar~agerrrent ref itre antlty°, ncr anX afnlala +at the ,~.r. terry been cher~ed wtlh and ccrrvicd off a publo enttt~r ortn~e sutquent to ,,.M.rIY 1, i t3~. __-_.The entllit submlitlnq Itie swum slatern$nt, or one ar nxx,e rif lis oflkaers, dtecfnrs;, ~oec~rtlv+es, Pam shar$hdders, arnpl~, members rx a~genls '~rha arse ac115~ In rr~rta~ernant at the c-~ntlt~, or an aml~ k~ wyfi the enltt~r has been chang~t with and ~aarwi~ted of a public enlltk orirne suta~quenl to Buhr 1, 1 tom. __®-The e~ntl t~ submt Ilin~ ihls s~~~m alai~nenl, or one cr more rat tin otiic~rs, dteclots, ~oecauli~~,, partners, shar~ehralders, ~rrnplay, rnernberr~ or agen ~ wha era ac#Iv~e h the marradernent r7f 11're cntlt~r, or an amlke ie Qi the enitt~ has been chat!ged wlih and oorr`ricted of a public entltX crime sutaa+equen ~ July 1, 15iE9. Harr, iher~ has been a subse~qu~ent prac~dln~q t~r~ra a H+earlnq ~t'ikaaErr off the ~t~lte of Flr}rfda, [~Ivlsla~n ai ~dmtllslr~rlhre Hearln~s and the Ftlal entered ~ the haadng fC~ince~r dehatrnined tt~t It was rxat In the ptt~llc In6erest to pla[s~ the ;entl~ suGrri li1n~ Ih~ sworn siaiarneni on ihe+aonlvlcbed ~ndor I~t [~.ttach a ~!RY of tf1e~ final and~r] I tl~laER ~T1~.I~C~ TH.~TTH f ~l.,r~IWt~~IC~N c3F THI ~ F~t~M T~ THE.. ~NTR ~fGTI t~~ t~FFI~EF~ FOUR TH E R~E1;LI~ EtVTiTY I G EI~ITIFIE.[~ IIV R~f~~G Ft~P'H 1 ~~r~lEj ABi~I'E I ~ ~f~ THAT R4~E~LI~ E IwITITY ~7-hJLY ~stwJa, TH.~d.T THI ~ FARM I ~ ~'lrtLia THFE~4.I~H aE~EM EE ~# ~ 1 ~F THE ~ALEh1 a~4R ~'El~ Ill iIMHt~H IT I~ FILEa. I AL~~ U N a EF~ST,~Ia THt4T f ~45WI REQUIRE G T~ IIVFt~ I~hA THE 'RHBLI~ EtwITiT~ PRI+C~R T~ EMTE.R IMI~ 1MT~ ~ ~-~twITT'RA,~T IIV E~~E ~~ ~ F TH E TH RE EH~Lt~ ~M QUl~IT F'RCl111~Ea FM ~E~TI+~l+rl ~t~.L~ iF, FLt~l~l d;~: ~T,~TUTE t~ Ft~R ~~TE+~~R~' T~"~ ~F J~t~lf ~H~,1V~E Ihl THE I~IFC1 R M~TI+~I~ ~~ f~IT.~41hiEa I PJ THIS Fah RIW. l f c l ~~~ ~Inatur 17th N e er ,.-~ ,~w~am tfa and sul~llaed before me tlits _--_--__ da~r of_._~-_--_--_---, P~ers+ornirrr kr>a~~n------.-----.----------.--.--------- fGFt I~taduc~d Iderrtlncatk~n--_.i-- h~l~alar~ Pubilc - Mate of _ Florida -_- -----------------_--_-- - f~F~. c~arrrrnlssicn expires ~~g~.~w=1 I:T~"pe cf Ideni111cetl~onti ~, /~~~~~ ~~2~ ~/ ~ ~ ~, ~ f~ -:' rug,-~,~,~ ~ ~c.iu< <<i ~.:~sbrera IFrinla+d f}pad or s.tamp~d ~.~ammisslon~l rrarne of N~alar}~ Rubll~l ~~,r ~ ~ :, ": ,., . ,.~ ; ~w ~.x~,irrs: ~O(aO6 Bor.,.~~; ~~ ,:~,~ :~[_:.. (19, 2009 City of Miami Beach November 2006 W W W.JBMDataSvstem.com Sworn Statement RFQ 03-06/07 Pg.71 ,7BM Data System, LLC ;r's done ~tllE;~T14NNAJRE ~ns~rltarYC~ I~Iarne~: JBM Data System, LLC 1}rl nil pal Crfil~c~ ,~I~ir~e~s : 400 Ponce de Leon Boulevard, Suite 470 Coral Gables, F133146 t~fld~l F~e~ra~er~tartl~ne: Jovica B. Malesevic Ir~cil~l~ltral Ra~rtn~r~ftil~ r'~~Irc~l~ ~+n~ ~r~arartl~rti fr a ~arr~r~ratlor~. ~t~~°~r~rthl~: ~n Inc~rp~rat~l: May 10, 2004 Ire v~~hat 5t~t~: State of Florida K ~ Faral~n +~~,rae~ratlon: Gatti ~ F~t!~i~tratl~n ~°Ith Flarl~a ~ecrr~ ~f ~tat~: n/a Narne~ of FC~s I~l~nt,~q~et7t: Jovica B. Malesevic :4,t1{Ir~~~ ~f f~~~l~d~ryt.~~t3nt: Same as above P~r~s l~i~nt's~ thlam~ •_ _ _ . __ Jovica B. Malesevic '4"Ic~Rr~l~l~r~t'~ hlarn~: Tr~a~u r~r~'~ w;arn~: Jovica B. Malesevic P~~rnf}er~ of ES~a~r~A of al r~~t~r~ ~--~ City of Miami Beach WWW.)BMDataSystem.com RFQ 03-06/07 November 2006 Sworn Statement pg,'72 ~utl~r~rn~lr~ r~rrtlr~~re~~1;r f< ~ Parrtr~~r~shl ~: G~t~ ~f c~r~an I~atlan: ~~n~ra~l ear Llr7rlt~ti Partn~r~l~lp": LLC Narn~ ~n~ ~~r+r+ ~f E~~ctt P~r#ner_ ~A~IIE ~G QFCE ~-^ a~lc~ note ~er~~r`a~l ~artryer~ Ire ~ LI mlt~d P~,artne r~hl p I. N u nG~ r ~f ~r~~r~ ~1' r~l~~r~a~rtit ~x~~rlery~ Ire o~~ra~tl nq :~k.!E ta~~rralr~~s~: S years ~. H~a;ne~ and ~ rr}~rn~ryt~ h~l~i bgr n s~rltartt fir a ~r~J~~t e~~te~r f}~~ n ~~r~r~l~t17 fr ~~, gl~,r~ ~t~ill~ ~ n a ~~~a r~t~ ~ h~e~t. ~. His th~ ue,n~sultarrt ~ rar~y~ ~rUti~ ip~l~ ~+f the a~p~l I~c~ryt ~r~an l+r~tl~n tea Ile~d t4 q u~llf~,~ ~~ ,a r~~~~n~lf} I~ ~I~d~~r, r~~fl,r~4~ t~ ~rit~r Irtita ~ ~arttr~~t ~ait~r pry av~~~ rat hay b~~r~ niad~, f~ll~~1 tea ~~ntipl ~ ~~rrtr~~t der rlr~~ tli~e pest in ~~ ~~ yr~a r~, err ~~~ry ~l~Iar~~l ~ G~ 1 n d~e!fa u It Ill ;ar~y ntr`~~ct In the last 5 ~,sE~r~ 7 f< ~~~, ~I~~~~ ex}~laln: No City of Miami Beach November 2006 W W W.]BMDataSvstem.com Sworn Statement RFQ 03-06/07 Pg.73 ~3u~t14nna~lre ntinue~d ~ Has the ~n~ultarYt ~r an~r ~f ~ prin~l~ails tamer ix~e~n dec_lare~l I~nl~nipt v~r r~~r~an ta~~d uryd~r ~ha~t~ r 11 ~r but In1a~ r~+~e~ iveersi~l~ ? 1f ~ Iwl~ f Xi fr ~e~, ~Iw~ date, c~u rt ~ u rl~d I[11~n , a~tl~n taker, ~n~ artip~ ~ti~~er ~ lan~tl~t~ ~ ~eme~1 ne~.e~~ar~~ pan ~ ~ep~arate ~he~t. 5. Persa n ar p~~rs4n~ I ntererte~ In th I~ t~l~i an~i ~uallllc~a~tl 4n F~rn~ ha+~ne ~ ;~ L'idSl~_Q~ ~~ Geen ~ar~virtetl t~~ ~ Federal, tr'~, G~unt~r, ~r M unl~•I~al ~~urt ~o+f an~p ul~latl~n ar law, tyth~r that trafil~ wl~l~tl~ n~. T~ Inciu~le ~t~rakll~l t1e~ ~~~ rt~en percent ~i ~~y~. ~;~triiee Gaut Inap~~r~prl~te °r~~rKi~ i Explain an~Ce~nwl~-tl~175~: n/a 1~. La~w^~ul~s an ~°~ pen~iing ar ~a~rn pl~eterl I nv~lvlnq th ~ ~:~rp~ratl~n , partne rshi p ~r In~1lwl~ual~ '~+ith m care than ten per~er~t t 1~'~~ I r~ere"*t: ~. Ll~t all pen~d Ind la~'~ult~: None '"~. 6. LISt all. )u~d~nl ~nt~ fr~arn Ia~~~u ~ h7 the i~~t 11we (5;1 ~r~ar~: None ~. Ll~t ,ar~~, Sri n~hial wlalati~an~ a n~~"gar ~~rti~~~l~tl~ n~ ~f tl~e ~~n~~altarrt an~d~~~r a~n y~ ~f lip principal None +'.~n111~-i~ ~f Int~r~~t. Ttr~ f~ll~ ~rln~ r~latl~n~l~l~a~ are ih~ ~ryl~ p~~at~rttlal, a~tu;al, gar ~er~~~i ~r~~l ~~arti111~~t~ of Ir~ter~~t In ~~nne~tl,~n °~Ith th l~ pra~p~~al: f ~ rt~r~e, Mate ~arre.j None ,~-- +~ue~tl~nnalre ic~nth~ued~ ~. Puf}II c. C~Isr::las u re. I n t~r~ier tea ~fetenn Ine ~~rhether tl~e r~ner~r bets ~t the E~~ral uatl+an ~~in ntiltbee City of Miami Beach WWW.)BMDatasystem.com RFQ 03-06/07 November 2006 Sworn Statement Pg.'74 fir th15 Fi~~u~stf~r Pr~rp~sal~ haves a~n~,~ a~s~ac latlari gar r~latl~nshl ps ww'h lch v~3aul~l c~n~tltut~ ~:~ainu~:t of h~t~r~~t, elth~r actual or~~r~-el~~d, wall ands ~an3uttantand.~r In~iwlduai~ aryd ~rrtltl~s c~mp~ttsln~ ~r r~pr~~~rrtir~~ such ~a~i~suttant, ~n~ In an at~+rnpt t4 ~ry~ur~ full a~r~~i carnplete~ dl~cl~sur~ r~ardltt~ thl~ c~rYtra~t, all +~~r~s~uitants~ are re~quir~d tea ~il~clas~ ail p~rs~r~s and ~ntltle~ ~h4 rnag~ ~~ In~~l~e~~d '~fltl'1 this F~r~~~~al. Th l5 tl~t steal i I ncl u~d~e p~u bilc r~latl~n f'irrn s, i aa~~rs and i~i}t~~,~l~fs. m~ Pr~cur~em~nt al vls~l~rt shah G~ ii~ttfl~~l In ~erttlrrQ ff ar7~ person ar ~itttt~ I~ a~dd~~1 tv thl~s Il~t alter r~c.~lpt ~f pr+~p~sals. None r- City of Miami Beach November 2006 W W W.JBMDataSystem.com Sworn Statement RFQ 03-06/07 Pg.75 kll +~utl~nnalr~ r;r.,~ntlrtiu~d;l Thy ~~Il~n Ittaint ur7clrr rstan~ ~ that Inlfarrnatl~n ~~arYtalnecl Ire th Is ~uestl~nna Ire VIII be rrsll~l a pin ~,~, th~ ~It~ I n ~~aar~l nq th~ p~r~a~~se~ ~r~e~m~nt and su~:h Iryibttnatl~n I~ ~r~rr~nt~d f}~ th~ +C~nsuitant to txs taro. Thy und~r~l~r~~~l ~r}nr: u ltar~t ~i~r~~ tt~ fu rnirah ~ uc:h a~ciclltl~nai I nf€~rmaro~n, p~ri~ar to ~~.c~p+can~~ at and pr~a~~~~l rol~ting t+~ tl~~ ~q uai lil~~atl~n~ ~f the ~an~uit~r~t, ~s mad ho r~~qulro~d b~ th~ ~'it~ Ma~n~gor. Thy ~n~ult~nt furthor und~rstan~a thart tlyr` Inf~nn~tl~n c~ntalne~~i I n trtils ~ u~ra~ann~lre~ n~ar~t G~ Anil rme~d thr~au~h a I~a~:krg raun~i I nw~tlga<I1~n end u~b~~i tx~pRtho M larn I ~~acl~ P~ilc:~ [3~ partrn~nt. ~~ su1~ mittin~ thi5~ ~ue~tl~nna~lr~ the ~~n~ultant ~~re~~ t+~ r.~pr~rate °~ith tl1i~ In~ne~~~ atl~n, Inr1lu~Fn~ taut not r~~e~~~a rily II mit~d ~ fine rp~rlntln4 and pr~a~i~i Ind I nf~rm~tl~n fir er~~dlt ~checlr.. '~'41TME;~1}: IF 1#~al~'1a4:1~L: ;~I~natrrr ~r1 nt hi~ar~r~ °~41TN E~;~: IF PI~RTN EF~~NI R ~Igna~turrs Rr1 nt F~~nt ~,d~l r~ss ~y,•: ~+er~er~l P~~rtri~r ..Print t~~m~ ~'IT ~;~: ~I~na~turrs Yt'°rOr'1i~ ~Q~JI~'r~~it Prl nt raarn~ City of Miami beach November 2006 ~I~nat~rrrs ~rir~t I~antie~ ~rlrrt Darn a ~xf Flrrn IF ~~ Ft P~~I~J~TI~i~I: JBM Data System, LLC Rrlnt ra~rrr~ ~f ~~rp,~rati~n 4000 Ponce de Leon Boulevard, #470 Coral Gables, Fl 33146 ,4~i~i re~~ ~, ' P' 1~1~r~t test: W W W.)BM DataSvstem.com Sworn Statement RFQ 03-06/07 Pg.76 it's done ~ Miami Dade County pre-qualification and certificate PQ Certifi~ateNo.: 2005201049705.01 Page: 1 Approval Dste: 12114/2005 ~ Expiration Date: 11131/2006 Bnainess F,nterprise: Frrrtrre [,'x _._.___--__---, Miami-Dade C ntk Florida __-- --_..__ I'Gis cert_iJiccrfe is herelr~r isn~ed ta: )ovica B: Malesevit, P.S.M. JBM Data Systems, LLC 4000 Ponce de Leon Boulevard, Suite 470 Coral Gables, Florida 33146 Br tssrrancr u! this eenijicute, the appl+rant, named ahotr. has cornmiued irsJvm to comp; c u•rrh the specrlic cnndurnns hsrrabrlo». !, ,{(tirnrs R.r is>mmifnrent to rhr svbnrittal ajar. affirnurtive action plan (P/a!t) lnr tlnr /n!rposr q%rnaintaining eyua/ rmpfn_rneeur a+d prnmotranal uplwrh,nitrt u~rth pnrfic•ulnr emphnsrx nn in+proving the ml+wrirv arid,-or nrrmen uo+~Jc /once population and rrtiliration u% minorifti an!6ur or•omen-a„red pruJessinnut )firms. eonseltants, arut:or suppleers. Special mertinc.. +cr/! A!> cnnducte•d urth cre~urive rnanat;emerrt and supenisarc persaorel to esplaw the iuteat !jdu• Plan and indiridum` rrspnnait!ifitc Jor rJfrcti,r impdenx•ntntiort a+x! nnr6ing clear the frrm •s eonmritment to thr Plan. .addirrannlly, the Plan rill !rr dnruaerd ar rmpln+h•e nrienunions m+d tr!rining programs. The Plun still be mailable jor re,Tea durirrG m>rmal bucirrrxc hnun hs- rontnerinq rhr .4llimraritr Acrinrr (7~ce!•. Jo,•ica .Llalrc+tir: is thr appointed rfJrrmat+ti,r.4ctinn OJTrer and oral' be reachrd at ?i>S-?'?-U.?d,Y. ?. F'r.+-[hta/i/led to aJli'r prnJeastona! Se/~'iCc's Deli" in the• !ldiami-Dark• Cnnntr' lechnicaf catrgnrrce sho:,rr ire dtr atferchrd "Sunemrnt nJ ~achnirai [hmhJicationc.'" Afl fechnicnl carrgon" re_srricrians must be strrulr adleered m. 3. Pre•QuabJic•ation CenrJirnrinrr lPQCJ co2so(idnres drr tuhnical certification, ajJirmatnt> m'tiw+ plan, and business ereun registratron into one streamltnrd certiJcation process rrsuhrrrg in the issuance ofn Pre-(hralijicatian (!•rtejtcarrr •(. Rcpt+rr urrv significant chaagrs. state ns arntJin& yualiJier. ne•nershrp. firm address. rec. e, DBD s PQC knit hrcarerf ar 11 J Y LY l" Snit:. l4°i F&x,r 4linrni. Florida 3312$ „irhm fill dgrs!J such a chani;e. f allure w rrpan sc+id clrungca to DBD mar rcault rn the immediate suspemsion or renninunon nl tvur /firm "s PQC cerifcation. 5. Faihrre to rcnrx roar (firm s PQC of least lHirty t.tU/ dv,:a prtiar rn }roar Jinn :, currant erpiruriarr dote mar resent in the ursperestan O+ul-'ar fern:irtntiOn front Caunr,• programs and ererrrnt or furr+rr conrrartc until ynnr ,fer+n'c Are-Ouuhjrc•nurrn Cemfrca:ian hoc been pmperlp rene:red. dnp lapses in the crrti frauion gjnnv ojthe reyrrired PQf areas (srndor registration. gljirmanve nctian plan. ar rechnicn/ mrtiJiration) „ ill resrrtr fir. a lapse in your PQC: Fleeter are +rsppnsiblc jor obsenin,~ and aJ/rerrng to oll srrhmtxswn deadlines- - h. .4nr rene:aal npplicntinna• oiut~br suppnning dnnmrent,<" submitted after the npphcatian deadline mrjsht delay the rer'ien ojsrour frrm's PQC certification to the next a,+nilable Technrca(Cenification Comneittce meeting. Thr PQC application, submission dead/tner, and the Techntcal Cerrifecarion Committee meelirrg mlendar can !rz jourrd nn the Dyxtrtmenr ojBusiness Dr,rlnpnrenr'c web site located at ,cor~r;rrriame.^n}w~ (, ? Permit :Nlami-Dade County reprsiscnwrrres to hour access during rwrmal brutttess hours w audit books aad records w srrifp information submitted nitb this ~gticattoa TMs tight ajasa5.s shall conuneace ors the apprnml dare oJthis centjcalr and z/wll terminate on Ets expiration dare. Plixrrt pore elute Jot any time M(arnl:Dode Cowrfv's Depormrer,r ojBuswesc Dc,~lop+nexl iDBD) luisreasan tp belter+e that any person or ~rra Fns nalljullr arrd knauingfv protRded irrrnmea lnfwxradon or ntrule J'aUe statements, DBD ate: rder7he n~Uer to rhr Starr .Sttorne3•'s• OJfrce and,'or other imacriaatis,e agencies, iniriatcdtb~arnrott procedures, arrdibr p,asrrr sanctions ar other Iegraf remedies in - accordanrx xith Mm!rri-Dade Caunh policy-a+vllor appliaeble federal, stale oriel lxa/ laws. Ifyw+ ha,v Day qursrionr r~rdibfi this aertiJkara, ptcave mirtarr the t~ Ch+ir at (395) JIS-1 U18, ~~ ~A~ 6larwh~ E, Jaci.naa, U , Dep t of Bax[rae+s Deve~pnaeluf City of Miami Beach wWW.]BMDataSvstem.com RFQ:03-06/07 November, 2006 Licenses Pg.77 it's done MIAMI-DADS COUNTY 2006 OCCUPATIONAL LICENSE TAX 2007 FIRST-CLASS TAX COLLECTOR MIAMI-DADE COUNTY -STATE OF FLORIDA U.S. POSTAGE 140 W. FIAGLER ST. EXPIRES SEPT. 30, 2007 PAID 14th FLOOR MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL MIAMI, FL 33130 PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 PERMIT NO. 231 539141-2 RENEWAL BUSINESS NAME /LOCATION LICENSE N0. 562996- O JBM DATA SYSTEM LLC 4000 PONCE DE LEON BLVD 470 33146 CORAL GABLES OWNER JBM DATA SYSTEM LLC Sec. Ty of Business EMPLOYEE/S 21~P.A/CORP/PARTNERSHIP/FIRM 30 THEi IS AN OCCUPATIONAL TA% ONLY. IT OOES NOT PERMiT THE LICENSEE TO WOLATE ANY E%E:TING REGULATORY OR ZONING LAWS OF THE COUNTY OR DO NOT FORWARD CITIES. NOR DOES IT FROM ANV OTHERIUCENSE JBM DATA SYSTEM LLC OR PERMR REODUIED BY LAW. THIS IS NGT A JOVICA B MALESEVIC PRES CERTIFICATION OF THE ' 4000 PONCE DE LEON BLVD 470 LICENSEE S OUALIFICA- T~~ CORAL GABLES FL 33146 PAYMENT RECEIVED MIAY40ADE COUNTY TAX COLLECTOR: 08/24/2006 60060000170 oQ~o450o isgill::ii!:::tt:l::i;ti:I:::li:t::f::ti:;:i:il=l:tii:::::~tit SEE OTHER SIDE ~'~~ MIAMI-DADE COUNTY 2006 OCCUPATIONAL LICENSE TAX 2007 MIAMI-DADE COUNTY -STATE OF FLORIDA FIRST-CLASS U.S. PO DTAGE TAX COLLECTOR 140 W. FLAGLER ST. EXPIRES SEPT. 30, 2007 ST BE DISPLAYED AT PLACE OF BUSINESS OR MIAMI, FL 14th FLO MU MIAMI, FL 33130 PURSUANT TO COUNTY CODE CHAPTER SA - ART. 9 & 10 PERMIT NO. 231 522361-5 RENEWAL 545932-6 uCENSE No. BUSINESS NAME/ LOCATION ST ATE~F 155681 MALESEVIC JOVICA B 4000 PONCE DE LEON BLVD 470 33146 CORAL GABLES OWNER MALESEVIC JOVICA B Sec. Ty of Business 21~LAND SURVEYOR THIS EI AN OCCWATONAL TA% ONLY. IT GOES NOT PERMIT THE LICENSEE TO VIOLATE ANY EXISTING REGULATORY OR 20MNG LAWS OF THE COUNTY OR E%EMPT NTNE LICENSEE PROM ANY OTHER LICENSE OR PEAMR REQUIRED BY LAW. THIS IS NOT A CERTIFICATN)N OF THE LICENSEE'S OUALIFlCA. nDN. PAYMENT RECEIVED MIAMFDADE COUNTY TA% COLLECTOR: 08/24/2006 DO NOT FORWARD MALESEVIC JOVICA B JBM DATA SYSTEM LLC 4000 PONCE DE LEON BLVD 8470 CORAL GABLES FL 33146 60060000171 ~ ' oan~:w~oo il:Lill:iil:,:illisli:illy:::li:i::i::(i:l:i:'tllill(i:>::=:ii't SEE OTHER SIDE City of Miami Beach November, 2006 W W W .J BM DataSvstem. com Licenses RFQ: 03-06/07 Pg.78 it's done ~„ Florida Department of Transportation JEB BCSN GOB F.R!VOR 605 Suwannee Street llE~~"ER J. SrUTLER J.R. Tailahossee, FL 32399-0450 sECRETnRy` October 5, 2006 Jov~ca B. Malesevic, President JBM DATA SYSTEM,LLC 4000 Ponce de Leon Boulevard, Suite 470 Coral Gables. Florida 33146 Dear ivtr. A,iaiesevic: The Florida Department of Transportation has reviewed your application for qualification package and determined that the data submitted is adequate to qualify your firm for the following types of work: Group 8 -Survey and Mapping 8.1 - Contro{ Surveying a2 -Design, Right of Way 8~ Construction Surveying Your firm is now qualified to do work for the Department for minor oroiects only. This level of quaisficat;on allows consultants to compete for minor projects with fees estimated at below $250,000.00. Your Notice of Qualification shall be valid for one year from the date of this letter. We wilt automatically notify your firm 45 to 60 days prior to your update deadline. On the basis of data submitted the Department has approved your accounting system and considers the rates listed below as acceptable rates for qualification purposes. HomelBranch Office Overhead Rate 148.43°!0 Should you have any questions, please feel free to contact me at 850/414-4485. Sincerely, ~QS~~,c ~ ~.1~ Lorraine E. Odom Professional Services Qualification Administrator LEO/smr ,~"• City of Miami Beach November, 2006 W W W.JBMDataSvstem.com FDOT RFQ: 03-06/07 Pg. 79 ,16M Data System, LLC It's done QA1QC Standard Procedure Requirements for all steps OF THE PROJECT are outlined here to demonstrate the importance we place on project management for each assignment. PLEASE CONSULT YOUR PROTECT MANAGER IF YOUHAVE ANY QUESTIONS Quality Control General Horizontal 1.6.003(1)(b). Check records of field notes, dated and sufficient to substantiate the survey map. 2.6.003(1)(b). Check records of computations, dated and sufficient to substantiate the survey map. 3. 6.003(1)(e). Check horizontal control (field closed geometric figure). Must have a closure of better than: CommerciaUHigh Risk: 1 foot in 10, 000 feet. Suburban: 1 foot in 7,500 feet. Rural: 1 foot in 5,000 feed 4. 6.003(1)(g). Physical features surveyed by field methods must be plotted to 1/20 of an ^`"` 5. 6.003(2)(b). Check proper title to survey: As-built Survey, Boundary Survey, Condominium Survey, Construction Layout Survey, Control Survey, Hydrographic inch at the map scale. 6. 6.003(2)(c). Survey map must include business entity name, certificate of authorization number, street and mailing address, if there is a business entity. 7. 6.003(2)(c 1). Survey map must include name of surveyor and mapper in responsible charge and license number. If there is no business entity, then the street and mailing address of the surveyor and mapper must be shown. 8.6.003(2)(d). Date of field work must be shown on the survey map, and all revision dates. 9. 6.003(2)(e). Survey map must show a statement that the drawing and copies thereof are not valid without the signature and original raised seal of a Florida licensed surveyor and mapper. 10. 6.003(2)(e). If no professional liability insurance exists then the survey map shall state that the survey depicted here is not covered by professional liability insurance. Statement must be in at least 1/8 inch high letters. established and monumented line. and accuracy of all mapped features. 11. 6.003(2)(f). All computed data, plotted features, bearings, distances, and coordinates must be substantiated by survey measurements unless clearly stated otherwise. 12. 6.003(2)(g). Bearing reference line must be stated. with statement as to type of bearing i.e. (true north, grid north, assumed north etc.), and referenced to some well- 13. 6.003(2)(h). Survey map must show north arrow. 14.6.003(2)(h). Survey map must show stated or graphic scale. 15. 6.003(2)(1). Abbreviations not approved must be stated in a legend or notes. 16. 6.003(2)(j). Special conditions outside the scope of MTS must be stated. 17. 6.003(2)(1). If integrated features from other surveyors and mappers exist on the survey map, then the signing surveyor and mapper must report on assessment of the quality .~ 18. 6.0031(1)(b).The surveyor and mapper shall make a determination of the position of the boundary of the real property. City of Miami Beach WWW..16MDataSvstem.com RFQ#03-06/07 November 2005 JBMDS-Internal QA/QC Pg. 80 16M Data System, LL C ;r's done 19. 6.0031(1)(c). Discrepancies between the survey map the real property description must be shown. 20.6.0031(1)(d). All changes in direction including curves must be shown. 21. 6.0031(1)(e). Curved lines shall show either radii, arc distance and central angle or radii, arc distance, chord distance and chord bearing. 22. 6.0031(1)(f). Surveys of lots in recorded subdivisions shall show the following on the survey map: A. The lot(s) and block numbers or other designations, including those of adjoining lots. B. A comparison between recorded directions and distances and field measured directions and distances when they vary. C. A comparison between the recorded directions and distances with field measured directions and distances to the nearest street intersection, right of way intersection or other identifiable reference point. D. The dimensioned remaining portion of a lot(s) when part of a lot is included with the description. 23.60031(1) (g). Surveys of parcels described by metes and bounds shall show the A. The relationship of the parcel(s) to at least one established identifiable real property B. All information called for in the property description, such as point of C. A comparison between recorded directions and distances and field measured following upon the map: corner. commencement, course bearings and distances, and point of beginning. directions and distances on the boundary when they vary. D. The most current abutting recorded instrument or recorded plat either known by the surveyor and mapper or furnished to the surveyor and mapper. 24. 6.0031(2)(b). The surveyor and mapper shall set monuments as defined herein on the boundary of the property unless monuments already exist or cannot be set due to physical obstructions or unless a water boundary has been located in approximate position. 25. 6.0031(2)(b). The survey map shall clearly label all approximate water boundaries with notes and mapped in a distinctly different graphic fashion from water boundaries located to full survey accuracy. 26.6.0031(2)(c). Every boundary monument set shall: A. Be composed of a durable material. B. Have a minimum length of 18 inches. C. Have a minimum cross-section area of material of 0.2 square inches. D. Be identified with a durable marker or cap bearing the LS No., LB No. or name of the business entity. E. Be detectable with instruments for finding ferrous or magnetic objects. F. If corner falls in a hard surface, alternative monumentation may be used that is durable and identifiable. 27. 6.0031(2)(d). All monuments, found or placed, must be described on the survey map, including size, material, cap ID and whether found or set. 28.6.0031(2)(e). When a parcel has an irregular roadway as a boundary, then a monumented meander or survey line shall be established near the feature. For other irregular boundaries such as water not identified in (b) above, a dimensioned meander or survey line may be used. Monuments shall be set on the boundary terminus points. Dimensions shall be shown between the meander line and the boundary line. 29. 6.0031(2)(f). A boundary survey updating a previous survey made by the surveyor and mapper or business entity which is for the purpose of locating non-completed new improvements need not ,...., have the property corners reset. 30. 6.0031(2)(g). Side ties to locate or set monuments shall be substantiated by a redundancy of measurements. City of Miami Beach www.JBMDataSvstem.com RFQ#03-06/07 November 2005 JBMDS-Internal QA/QC Pg. S 1 .IBM Data System, LLC ;r's done °°^ 31.6.0031(3)(6). Potential boundary inconsistencies shall be clearly indicated on the survey map or report, such as overlapping descriptions, hiatuses, excess or deficiency, conflicting boundary lines or monuments, and doubt as to the location on the ground of survey lines or property rights. 32. 6.0031(3)(c). Open and notorious evidence of boundary lines, such as fences, walls, buildings, monuments etc. shall be shown on the survey map along with dimensions to show their relationship to the boundary line(s). 33. 6.0031(3)(d). All apparent physical use onto or from adjoining property or abutting streets must be identified, with the extent of such use shown or noted upon the map. 34. 6.003I(3)(e). In all cases where foundations may violate deed or easement lines and are beneath the surface, failure to denote their location shall be noted upon the map or report. 35. 6.0031(4)(6). All recorded public and private rights of way shown on applicable recorded plats adjoining or across the land being surveyed shall be located and shown upon the map. 36. 6.0031(4)(c). Easements shown on applicable record plats or open and notorious evidence of easements or rights of way on or across the land being surveyed shall be located and shown upon the map. 37.6.0031(4)(d). If streets or street rights of way abutting the land surveyed are physically closed to travel, a note to this effect shall be shown upon the map. 38.6.0031(4)(e). If location of easements or rights of way of record, other than those on record plats is required, this information must be furnished to the surveyor and mapper. 39. 6.0031(4)(f). Human cemeteries and burial grounds located within the premises shall be located and shown upon the map if open and notorious, or if knowledge of their existence and location is furnished to the surveyor and mapper. 40.6.0031(5)(6). Location of fixed improvements pertinent to the survey shall be graphically shown upon the map and their positions shall be dimensioned in reference to the boundaries, either directly or by offset lines. 41. 6.0031(5)(c). If fixed improvements are not located or do not exist, a note to this effect shall be shown upon the map. General Vertical 42. 6.003(1)(c). Field-measured vertical control for elevation information shown upon the survey map shall be based on a level loop. The loop shall close to a standard of plus or minus .OS feet times the square root of the distance in miles. 43.6.003(1)(c). Elevation data shall indicate the datum and a description of the benchmark(s) used. 44. 6.003(1)(d)(1). If contour lines are shown, then sufFicient data must be obtained in order to insure that 90% of ground point elevations taken from contours are within 1 /2 of the contour interval, and the remainder are not in error more than the contour interval. 45. 6.003(2)(f). All elevations must be substantiated by survey methods unless clearly stated otherwise. 46. 6.004(1). Topographic surveying and mapping by field methods shall meet general provisions applicable to all surveys. A minimum of two site benchmarks on or near the survey shall be established and indicated upon the survey map. Photogrammetric Survey Data "''"~ 47. 6.003(1)(d)(2). When surveys are performed by photogrammetric methods, vertical positional accuracy of map elevation features such as spot elevations, contours, or other forms of terrain models City of Miami Beach WWW.JBMDataSystem.com RFQ#03-06/07 November 2005 JBMDS-Internal QA/QC Pg. 82 ,IBM Data System, LLC ;r's done ~^ must be stated. The stated accuracy is a plus or minus tolerance that encompasses 90% of elevation differences between survey measured values and ground truth. All such survey maps or reports with elevation data shall have a statement to the effect: "Elevations ofwell-identified features contained in this survey and map have been measured to an estimated vertical positional accuracy of (ft) (M)=' 48. 6.003(1)(f). Horizontal feature accuracy (photogrammetric methods) must have the statement "well-identifies features in this survey and map have been measured to an established horizontal positional accuracy of:_ (ft)(m). 49. 6.003(1)(h). Photogrammetric maps delivered with digital coordinate files must have a statement "This map is intended to be displayed at a scale of 1/ _ or smaller." 50.6.004(2)(b). Line-drawn (Vector) Topographic Features by Photogrammetric Methods: Intended Features:The surveyor and mapper shall devise a method of reporting which topographic features were intended to be surveyed and mapped, the style of cartographic representation employed for each, and the degree of intended completeness in the surveying and mapping of each feature. 51. 6.004(2)(c). Line-drawn (Vector) Topographic Features by Photogrammetric Methods: Obscured areas: Features in obscured areas where the desired points or surfaces being mapped are not clearly visible on source images shall be clearly labeled on the map as "interpolated" or "estimated" through the use of notes and shall be depicted graphically clearly different from other surveyed features. 52. 6.004(3)(b). Image (Raster) Maps. The survey and map report must contain a list of control points employed in geo-referencing the image along with the source of control points used. 53. 6.004(3)(c). Image (Raster) Maps. Feature accuracies shall be stated in a manner consistent with the general survey and map accuracy provisions of the rules. Survey Report Content 54. 6.003(2)(c). All reports must include business entity name, certificate of authorization number, street and mailing address, if there is a business entity. 55. 6.003(2)(c). All reports must include name of surveyor and- mapper in responsible charge and license number. If there is no business entity, then the street and mailing address of the surveyor and mapper must be shown. 56. 6.003(2)(e). Survey reports must show a statement that the report and copies thereof are not valid without the signature and original raised seal of a Florida licensed surveyor and mapper 57. 6.003(2)(e). If no professional liability insurance exist then the survey report shall state that the survey depicted here is not covered by professional liability insurance. Statement must be in at least 1/8 inch high letters. 58. 6.003(2)(k)(1). Report Option: Text items shall be displayed either through notes on the map, report, or in a text report delivered with the map. If the report is produced as a text document and a map is attached, only the report shall be signed and sealed. The attached map shall state that the signature and seal can be found on the report. If the map is delivered in digital form only, then a report is required. An attached map must clearly reference the report by title, date and subject; and the report must likewise clearly refer to the map by title, date, and subject. Statements must be made on the map and in the report that neither is full and complete without the other. 59. 6.003(2)(k)(2). Report Option: Report items are text statements as required by other parts of the rules, such as abbreviations, legends, accuracy standards, feature lists, datums used, and things done ,~- and not done as part of the surveying and mapping process. In .addition, the map or report shall contain other items necessary for an adequate communication of survey methods and results as City of Miami Beach WWW..JBMDataSvstem com RFQ#03-06/07 November 2005 JBMDS-Internal QA/QC pg, 83 .7BM Data System, L L C ;r's done ~-- judged by the surveyor and mapper such as: data sources, measurement methods, history and lineage of data, and limitations pertaining to the information presented. 60.6.0031(3)(b). Potential boundary inconsistencies shall be clearly indicated on the survey map or report, such as overlapping descriptions, hiatuses, excess or deficiency, conflicting boundary lines or monuments, and doubt as to the location on the ground of survey lines or property rights. Miscellaneous Survey Requirements v- . 61.6.005(1). Construction Layout Survey: Stakes must be based on controls established using the survey standards set out by these rules. The stakes provided should be adequate in number and position so that the physical items can be constructed from the plans as designed. 62. 6.005(2)(a). As-Built (or Record) survey: The surveyor and mapper shall obtain field measurements of vertical or horizontal dimensions of constructed improvements so that the constructed facility can be delineated in such a way that the location of the construction may be compared with the construction plans, and when the surveyor and mapper prepares as-built maps they will clearly show by symbols, notations, or delineations, those constructed improvements located by the survey. All maps must meet the standards in the rules. 63.6.005(2)(b). As Built (or Record) survey: The vertical and horizontal accuracy shall be such that it may be determined whether the improvements were constructed consistent with planned locations. 64. 6.005(3). Quantity surveys: The surveyor and mapper shall obtain horizontal and vertical measurements adequate to delineate graphically geometric configurations that can be mathematically computed. 65. 6.0051(1). Geodetic Control Surveys: The survey shall be in accordance with the latest government standards set forth in the rules. 66. 6.0051(2) Other Control Surveys: Any control survey map or report shall detail the datum used and control stations used in a manner consistent with the general survey and map provisions. 67. 6.0052. Specific Purpose Surveys and Maps: Surveys which are performed for a purpose other than the purposes encompassed by the other survey definitions in the rules, shall be permitted only where unusual conditions make impracticable or impossible the performance of one of the other types of surveys defined. Such purpose and conditions shall be clearly shown upon the survey map or in the survey report. 68. 6.006(1). Descriptions written by a surveyor and mapper to describe land boundaries by metes and bounds shall provide definitive identification of boundary lines. A sketch shall accompany the property description showing all information referenced in the description and shall state that such sketch is not a survey. The initial point in the description shall be tied to either a government corner, a record corner, or some other well-established survey point. 69. 6.007. Controls for public and private construction shall be preformed in accordance with this rule 6.007. Evaluation Completed By: _ Total Number of Violations: Legend: (X) Violation City of Miami Beach November 2005 WWW.JBMDataSystem.com JBMDS-Internal QA/QC RFQ#03-06/07 Pg. 84 .7BM Data System, LLB ;f's done Office Drafting Checklist Standard Survey 1. Review field notes for completeness. Check to make sure error of closure has been computed and that it meets standards. 2. Record on the drawing the following information: survey firm certificate of authorization number, firm name, street and mailing address of firm, phone and fax number, name and registration number of the surveyor in responsible charge, date of the field survey, date of any revisions, certification statement, field book number and page, job name and number, drawn by, and checked by. Indicate number of pages for drawing and legal. 3. Indicate who survey is to be certified to: owner, bank, title company, etc. 4. Measurements and bearings should show whether field measured or obtained from record plat or deed. 5. Drawing must have a north arrow, scale, and/or bar or graphic scale. 6. Lot should be oriented to the north arrow (north to top of sheet if possible). 7. Show tie(s) to closest government corner, land line, recorded plat, or other fixed and recorded corner (i.e., block corners, street center lines, PC, PT, or rights-of--way, etc.) 8. Show on the drawing any discrepancies between recorded and field directions and distances. Also show any inconsistencies found such as: overlapping descriptions, hiatuses, gores, boundary lines or monuments. 9. Show a reference to all bearings (i.e., whether True North, Grid North as established by the N.O.S., or Assumed North, etc.). Show basis for all bearings, referenced to a well established and monumented line. 10. Show all bearings, whenever possible, in a clockwise rotation. 11. Show the following information on property corner monuments: whether found or set, size, material, and cap identification. When a corner could not be set, show alternative monunentation. 12. Show all public and private rights-of--way and streets. Indicate whether open or not open, improved or unimproved, pavement widths, curb widths, and nght-of--way widths. (If variable indicate as such.) Show all street names (platted and occupation). Note any use contrary to above. 13. Show lot, block, unit, and subdivision name of the subject property. 14. Show all adjoining lots and block numbers. 15. Show character and location of all fences, hedges, walls, buildings, and monuments within 5 feet of boundary lines, either side. 16. Show all encroachments City of Miami Beach WWW.JBMDataSvstem.com RFQ#03-06/07 November 2005 JBMDS-Internal QA/QC Pg. gs JBM Data System, LLC ;r's done 17. Show any power poles and lines, phone pedestals, transformer boxes, light poles, catch basins, manholes and any other surface evidence of underground easements. 18. Show all fixed improvements, including: buildings, docks, boathouses, sidewalks, wells, driveways, etc. If improvements are not located, then make note of this on the drawing. If foundations below the surface of the ground are not located, then make note of this on the. drawing. If underground utilities are not shown, then make note of this on the drawing. 19. Make note if property has no improvements. 20. Show any cemeteries or burial grounds that were located on the property. 21. Show a legend of all abbreviations. 22. Show all recorded easements (front, rear, and sides), including those shown in written form on the record plat. Show field evidence of unrecorded easements such as dirt trails, ditches, etc. 23. Show any lakes, streams, ponds, springs, canals or ditches. 24. Show approximate shore, elevation if given, and date and time. 25. Show any platted lot lines on waterfront property. 26. Show house dimensions including concrete pads, etc. .~--- 27. Show house ties and setbacks (right angle where appropriate). 28. On curves, show radius, arc distance, delta, chord distance and chord bearing. 29. On drawing include title of survey such as boundary, sketch, topographic, special purpose, etc. 30. Show bench marks and elevations where applicable, including site bench-mark(s) and originating benchmark(s). 31. Show elevations on fared, rigid surfaces to the hundredth, all other elevations should be to the tenth. 32. For building elevations, show the finish floor elevation of the lowest floor. Show ground elevation adjacent to the building. 33. Show any special conditions or deviations from surveying standards, and give justification. 34. Include section, township, range, county and state. 35. Show legal description, as provided by client. 36. List any optional statements or disclaimers, based on specific circumstances: (a) Subject to zoning setbacks, easements and restrictions of record. ,,,~„ (b) Elevations are based on NGVD 1929 (or NAVD 1988). (c) Foundations and underground utilities not located. City of Miami Beach VyWw.JaMDatasystem.com RFQ#03-06/07 November 2005 JBMDS-Internal QA/QC Pg. 86 .16M Data System, LLC ;r's done -^ (d) This survey is subject to any facts that may be disclosed by a full and accurate title search, (if one has not been furnished) (e) This survey was done without benefit of deed. (f) Water boundary is subject to change due to natural causes and may or may not represent actual location of limit of title. 37. File data property after it has been dated. 38. Place on the drawing the following statement: "Not valid without the original raised seal and signature of a Florida licensed surveyor and mapper." 39. Show all courses called for in a metes and bounds descriptions starting with the point of beginning. 40. Show approximate water lines in a different graphic form and note. 41. Show all apparent physical use onto or from adjoining property and abutting streets. 42. Place proper statements on control surveys. 43. If special purpose survey is being used, then state purpose. 44. Include sketch with any new legal description and make statement that it is not a boundary survey. Make sure the legal description is signed, sealed and dated. 45. Prepare boundary survey for all record plats. 46. If professional liability insurance is not in force then add the following statement to the survey in 1/8 inch high letters: "The survey depicted here is not covered by professional liability insurance." 47. Show assessment of the quality and accuracy of mapped features when work is a combination of more than one surveyor or company. Photogrammetric Survey Data 48. State vertical positional accuracy of aerial map. 49. State horizontal positional accuracy of aerial map. 50. State maximum display scale for meeting map scale standard of 1/20 inch of scale. 51. Show proper cartographic representation table. 52. 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U l 3 ~O U~ t v~ G - ~ N C) V O O M1 m a O N W R h O A m w O N ~ N N N M N 7 N W N O N ~~ Off' 0 c 00°0 ~o ob o ry M O a v w H ~ ,,ww vl O ~U O ~ m ~ 3 3 3 L" N pQ b •~ ~_ N 0 O U ~ .76M Data System, LLC ,~ 4000 Ponce de Leon Boulevard, Suite 470 Coral Gables, FI 33146 Telephone: 305.777.0248 Fax: 305.777.0449 ~ Sample of Insurance Certificate ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID TSI DATE IE+MlDD'YYY'n Jffi'mA-1 11 15 06 PRODDCER THE CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Coastal Insurance Group, inc . HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 150 Westward Drive ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 3fi a,-Ai Springs FL 3 3166-16 6 0 Phone : 3 0 5- 8 8 7- 59 9 9 INSURERS AFFORDING COVERAGE NAIC p mSURF.D INSVRERA ZUriCh Insurance Company `AYSL;RER a. FIRST COMMERCIAL INS. CD. JBM Data System, LLC w;L`RLrcc Tudor Insurance Company__. 4000 Ponce de Leon Slvd #470 INSLRERD Coral Gables 8L 33196 - _..._... ._ R+SI,'RER E it's done V V CI{AGC.I f ".'.' THE Pv1.ICIFS OF'siSU--RANGE LISTED BELOW HAVE BEEN ISS:IEfl TO THE 1NSUREO NAMED ABD'vs FDR THE POL'.CY PERIOD INCICATCD. VOIYd+7 HS'ANi1iNu ANY RiUUIREMENT, TEAM OR CONDITION OF At+Y CONTRA.."[ OR OTHER OOCtP+ENT W9TH RESPECT ?O S'diFGi THIS CERnEiCATE MAY RE iSSU[D OR MAY PERTWN. TI IE INSURANCE AFFORDED BY THE POLIES DESCR':REO HEREIN 19 SUR:EGT TO ALC THE TERMS EXCLV'S10NS A/IJ CONI%(%))NS OF SUCH F%0-.%;'LS AGGRECiAIE L INi i5 5+10'.t'N AIRY NAVE BEEN REDUCED BY PAS CLAWS. NSR ADDI - _ _ -__._. ..__.... _ _ _ _ LTR INSRO TYPE ~ INSURANCE POLICY NUMBER ._;.itlCICPEFFECTflE -P"GL7ZYE%NRATIOR' _..__ .. ~ DATE M DATE INM/DD/YY) UNR8 GENERAL LIABILITY EACH OCCURRENCE SS, 000 OOO A % coleAlERC:ALGENEPAL11A60.1TV PAS 43469189 'DAMAGE TO RENtEO '. 06/28/06 06/26/07 PRENIS=S;eacm-acct . _- _ . L S 1,000,000 . C1A;A•S VFDE X Of.CJN MED EXP{M Ym,e~m> 510,000 PERSOt,~{8Fw'wr~Y ~ S1~DDD,DDD ' GENERAL AGGREGATE S 2 , 000 , 000 GEN'L AGGFEGATE '_IMIt A"PLIESPFR PRODUCTS C;OS1P(jP AG 52 000 OOO PE O- .. I LOC X PGLICY _ '-.. _.. _ , ._____ c_......__- AUTOMOBFLE LU18i LITY FMB:NEDSUCct.c:rmlT q 1 000 000 A X a•+YAV-o FAS 434b91S9 _ (Ea accSCC.u1 06/28/06 06/28/OT , , ~ A,.L DV.TCD AVTOS BOL]ILY'N+~~RY ~ -_.. S _ SC~EDIRED AUTOS . iPer Pers.~'7 ~ A X H:REU All CC,S ~ _.. BODILY SIJURY j S A X NON-0.`MCD AUTOS ,..._ '. tC: zcx?M) _.. _.. _ I _... .. PROPERTY ORAUGE ~ S rw_r accw~nj GARAGE LIA8IVTY AUTO ONLY-C.A AGC~Eh? 5 AN'Y Alt'O ~ ... G ACC O"FER THAN f _- AVTD OYIY AGG 5 E%CESSUMBRELLA LIARR.LTY ~ EACFe CCC47HRENCE s2,000, OOO (,' fx;CUR X CLAIMS AMDE AI:SCBl10]- PIIDELB LLB. 03/16/D6 D3/16/DT AGORL^uATE 52,ODD, QQQ j.. _. S X DEDUGTrxE ...... ~ RETRO ~ _. _ __. __. _ s 3/16/05 RETENPOPI S S OOO ~; ; WORMERS CON?ENSADON AND X TORN lIMi75 X ER EfdPLOYERS'LUl81LR7 B ANY~X.1VRIE.IOF:YAXLNER'E%F,(:JTNF 19110-D 06/28/06' 06/29/07 ~. -._. E. EACH AG.ID~Ni _... S1,OOD,000 OGPK~E R: AtEA<RER FXCtUDEO'~ " E L DISEASE EA EMVLOYEE: S I , OOO, OOO I.t~.tlrc,nc un:; er S~ECwL PRO'/'S~ONS e;elow _.... _. F GISEASCPOLICY ~IM;T _. _._ _.. 51 000,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS t VEHICLES! E%CIUSR)NS ADDED BY ENDORS£MEN7! SPECIAL PRONSIDNS Bngineer or architect-surveyors -consulting notengaged in construction supervisioa.payro FpL _ _ _ _ SMOVLD ANY OE THE ABDYE OESCRRIED PDLMJES BE CANG0.LED BEFORE 7NE EXMRATIO. DATE THEREOF, THE ISSUNG INSURER V/ILL ENDEAVOR TO MAIL l O DAYS W WTTEN NICE TO THE CERTIEICATE MOLDER MANED TO THE LEF i BUT FAILURE TO DO SO SHALL FPL . 1861 NW 2nd Ave RAPOSE NOOBLKiATpN OR LUIBEITY OF ANY MIND UPON 7HE INSURER, ITS AGENi$ OR Miami FL 33164 REPRESENTATIVES. AUT11pRiZ PRESENTATIVE i ~ •~ p/B'~r City of Miami Beach November, 2006 W W W,JBMDataSvstem.com Sample oflnsurance Certificate aJ MI.VNV V V![YVKA I IUN TyBLI RFQ: 03-06/07 Pg. 89