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R.J. Behar
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(11-11-02) Civil Engineering Services to Design Street & Drainage Improvements
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R.J. Behar
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Last modified
1/12/2012 3:59:20 PM
Creation date
1/12/2012 3:47:54 PM
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CityClerk-Bids_RFP_RFQ
Project Name
Civil Engineering
Bid No. (xx-xx-xx)
11-11-02
Project Type (Bid, RFP, RFQ)
RFQ
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<br />CITY OF SUNNY ISLES BEACH <br />CIVIL ENGINEERING SERVICES TO DESIGN STREET AND DRAINAGE IMPROVEMENTS <br /> <br /> <br />) <br /> <br />SANDRA SEQUEIRA, MS, EI <br />DRAINAGE ANALYSiS/DRAINAGE PLANS <br /> <br />EDUCATION: M.S. Civil and Environmental Engineering - University of Washington, 2001; B.S. Civil Engineering <br />University Nacional de Ingenieria, Managua, Nicaragua, 1995 <br />PROFESS IONAL REG ISTRA TIONS: E.1. Florida No. 1100011787/2007 <br />TRAINING/C E RTlF ICA TIO NS: <br />YEARS OF EXPERIENCE: 10 Years YEARS WITH RJ BEHAR: 2008 - Present <br /> <br />ENGINEERING EXPERIENCE <br />Ms. Sequeira is a civil engineer with ten years of experience in civil engineering, drainage design, and construction <br />management. Her graduate degree has provided her with the skills required for civil and environmental engineering. She <br />has ample experience with design of French drains systems. <br /> <br />RELEVANT EXPERIENCE <br />SW 328th STREET FROM SW 152nd AVENUE TO SW 137th AVENUE - MIAMI.DADE COUNTY PUBLIC WORKS <br />Project Engineer - Responsible for the preparation of storm drainage construction documents and drainage reports. She <br />was in charge of the stormwater design services required for a new drainage system through the use of exfiltration <br />trenches, catch basins, manholes and swales adjacent to the road. The analysis of the proposed drainage condition was <br />done with ICPR software. <br />SR.836 EMERGENCY ACCESS RAMP, MIAMI-DADE COUNTY, FL - MDX <br />Project Engineer involved in the preparation of storm drainage construction documents, drainage report and permitting. <br />She was in charge of the stormwater design services required for the new drainage system through the use of solid <br />pipes, catch basins, manholes, existing dry retention ponds and existing ditches. The analysis of the proposed drainage <br />) condition was done with ICPR, which also involved the use of spreadsheets and Microstation. <br />NORTH COUNTY NEIGHBORHOOD IMPROVEMENT PROJECT - BROWARD COUNTY, FL <br />Project Engineer in charge of drainage design and permitting. <br />WATER AND SEWER IMPROVEMENTS UAZ 303 - BROWARD COUNTY WATER & SEWER <br />Project Engineer responsible for permitting - The scope of this project consists of design and preparation of the <br />construction documents for complete replacement of the water distribution system, upgrading the water transmission <br />system and providing a new sanitary sewer system with pump station upgrades. <br />SR-836/SR.826 (SECTION 5) PLANS REVIEW - MDX (EAC CONSULTING, INC.) <br />Project Engineer involved with plans review related to drainage plans and reports. <br />DESIGN/BUILD FOR 1-595 FINAL DESIGN, BROWARD COUNTY, FL - FDOT, DISTRICT 4 (AECOMIDRAGADOS) <br />Project Engineer involved with drainage design for several sections of the corridor. Design tasks include exfiltration <br />trench design, storm sewer design and analysis, and both wet and dry retention stormwater management pond <br />designs. The design involves the use of spreadsheets, ICPR, ASAD and Microstation. <br />SR.849 (NW 31st AVENUE) - FDOT, DISTRICT 4 (SANCHEZ.ZEINALI & ASSOCIATES, INC.) <br />Project Engineer responsible for the preparation of storm drainage improvements design and construction documents. <br />SR-814/ATLANTIC BOULEVARD (FROM WEST OF SR-5/US-1 TO SR-A1A) BROWARD COUNTY, FL - FDOT, <br />DISTRICT 4 <br />Project Engineer involved with plans review related to drainage plans and reports. <br />SR-710 JOHN MONAHAN BRIDGE REPLACEMENT - FDOT, DISTRICT 4 (BCC ENGINEERING, INC.) <br />Project Engineer involved in the Design-Build proposal. She was in charge of the stormwater design services required <br />for the proposed drainage system through the use of dry retention ponds, catch basins, manholes and swales adjacent <br />to the road. The analysis of the proposed drainage condition was done with ICPR, which also involved the use of <br />spreadsheets and Microstation. <br />HOLLYWOOD BOULEVARD (SR.820) FROM SR.A1A TO US-1. 3R - FDOT, DISTRICT 4 <br />Project Engineer - Responsible for Quality Control of drainage modifications from SR-A 1 A to US-1. <br /> <br />q~ R.j.Behar <br /> <br />R. J. BEHAR & COMPANY, INC. 1 RFQ No. 11-11-02 114 <br />
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