|
E-38Proven solutionsResponsive and dependable performance
<br />City of Sunny Isles Beach RFQ No. 20-07-01: Continuing Professional Consulting Services (CCNA)
<br />E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT
<br />(Complete one Section E for each key person.)
<br />12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE
<br />Eva Cordova Staff Engineer/CADD A. TOTAL B. WITH CURRENT FIRM
<br />30+3
<br />15. FIRM NAME AND LOCATION (City and State)
<br />CES Consultants, Inc. Pembroke Pines, FL
<br />16. EDUCATION (Degree and Specialization)17. CURRENT PROFESSIONAL REGISTRATION (State & Discipline)
<br />Electrical Engineering Studies & Manual Drafting Studies, Island Drafting
<br />School, 1988; Electronic Technician, Nassau Community College, Instituto
<br />Technologico Centroamericano, 1979
<br />18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)
<br />Areas of Expertise: CAD, CAD Civil 3D, MicroStation
<br />19. RELEVANT PROJECTS
<br />A.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />West Ave. North & South Neighborhood Utility & Resiliency
<br />Improvements Design-Build Projects, Miami Beach, FL
<br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable)
<br />Ongoing Ongoing
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE X Check if project performed with current firm
<br />Staff Engineer for the $72M Design-Build projects to develop a stormwater model, water/sewer/utility and roadway design,
<br />permitting and infrastructure construction of 1.2 miles of roadway to address sea level rise in the West Avenue Basin. This
<br />resiliency project will provide the community protection from flooding during storm events and high seasonal tides. The
<br />project requires raising the roadway approximately 30 inches while providing a 10-year level of service with no structure
<br />flooding. The contributing basin is 600 acres and all 12 utilities along the roadway will be affected. Modeling using AdICPR4
<br />and upsizing and design of all curb inlets and yard inlets followed by significant upsizing and modifications of two pumps
<br />stations is required. The project includes 16,000 LF of water main, 7,050 LF of sanitary gravity sewer, 12,800 LF of storm
<br />sewer, a 120,000 GPM stormwater pump station and outfall, and water meter service conversions from the rear of private
<br />properties to new water lines and connections in the right-of-way.
<br />B.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />MDWASD Pump Station Improvement Program (PSIP) & Associated
<br />Force Mains, Miami-Dade County, FL
<br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable)
<br />Ongoing Ongoing
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE X Check if project performed with current firm
<br />Staff Engineer provided evaluation, cost, engineering analysis, design, coordination, permitting and management for the
<br />rehabilitation and replacement of multiple pump stations for the PSIP. The project consisted of existing pump station
<br />inspection, coordination of survey and geotechnical services, design of pump station rehabilitation or replacement, design
<br />of connecting force mains, permitting, and limited construction services. The engineering work included PS 0449, PS 0147,
<br />PS 0331, Force Main 0592 (24-inch), PS 0440, PS 0336, PS 0609, PS 0081, PS 1026 and PS 1065.
<br />C.
<br />(1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED
<br />MDWASD Engineering, Design and Related Services for the Local Pump
<br />Station Improvement Program, Miami-Dade County, FL
<br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable)
<br />Ongoing Ongoing
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE X Check if project performed with current firm
<br />Staff Engineer providing the inspection/evaluation, analysis and design of multiple sanitary sewer lift stations ranging from
<br />20 HP to 60 HP and associated force mains. The challenges found in designing these upgrades relate to two items. First,
<br />meeting the FEMA Base Flood Elevation for some of these small locations while maintaining operations and maintenance
<br />protocols is a challenge. Under this contract, we have converted several wet well / dry well systems into submersible
<br />stations. These conversions are requiring significant structural design in order to reuse the existing facilities. This effort is
<br />more cost effective than installing a new wet well. Additionally, our team looks carefully at constructability in developing
<br />creative solutions that meet all of the client’s needs while maximizing construction dollars. Below are some of the pump
<br />stations awarded as task orders to CES under this contract: Design of Pump Stations No. 673, No. 063, No. 659 No. 639 &
<br />Generator Replacement PS318, PS464 & PS475.
|