R.J. BEHAR & CO. - Laserfiche WebLink

Home Browse Search

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.) 20. EXAMPLE PROJECT KEY NUMBER 5 21. TITLE AND LOCATION (City and State) COPANS ROAD WASTEWATER TRANSMISSION SYSTEM REHABILITATION – CITY OF COCONUT CREEK, FLORIDA 22. YEAR COMPLETED PROFESSIONAL SERVICES 2019 CONSTRUCTION (If applicable) Ongoing 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER City of Coconut Creek 5295 Johnson Road Coconut Creek, Florida 33073 b. POINT OF CONTACT NAME Mr. Dany Kabrit Project Manager c. POINT OF CONTACT TELEPHONE NUMBER Tel: (954) 973-6786 Ext #1545 E-mail: DKabrit@coconutcreek.net BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The design for this project was based on the results of the Feasibility Study for Copans Road Wastewater Transmission System Alternatives Study dated January 2017. The existing transmission force mains within the project limits presently convey flows discharged from Lift Station (“LS”) No.12 via a 20” diameter piping system containing both Ductile Iron Pipe (“DIP”) and Cast Iron Pipes (“CIP”) east along Copans Road where it picks up flows from LS No. 13 and LS No. 14. The flow continues to the City’s eastern boundary where it intersects with the Florida Turnpike and meets the City of Pompano Beach. At this location additional flow from an 18” diameter force main, conveying the discharge flow transmitted from LS No.10 is added. LS No 10A and LS No.10B are satellites to LS No. 10. The cumulative flows are then conveyed in a 24” CIP force main east along Copans Road to its termination point within the Broward County North Regional Wastewater Treatment Plant (NRWWTP). The existing force mains cannot be taken out of service for long periods of time due to the numerous connections and upstream pumping stations. The referenced force main system presently conveys approximately 2.0 million gallons of wastewater per day (2.0 MGD) of the City’s wastewater to the destination plant. For this reason, the age of the system and the uncertainty of the materials used for its construction, the City has concluded to replace and upgrade the system as necessary from Lift Stations 10 and 12 to the NRWWTP. This phase will include a new force main between LS 12 and the existing Broward County 54” diameter force main which conveys flows east along Sample Road to a termination point at the NRWWTP, and rehabilitation of the force main from LS 12 to the connection from the Wynmoor Community, just west of the Florida Turnpike. The final design included 7,190 ft of 20-inch HDPE force main and rehabilitation of 4,420 ft existing 24-inch force main using trenchless technology. The 20-inch was designed using directional drilling and the rehabilitation using PVC Sliplining. Cost/Fees Paid: $88,000 | Construction Cost: $3,000,000 (Est.) Key Personnel: Juan Vazquez, PE – Principal in Charge and Engineer of Record | Hans Murzi, PE – Drainage Engineer | Elmer Cardenas, PE – Cost Estimates | Kira Leon, PE – Project Engineer | Jossmel Cruz, MS – Plans Preparation. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME R.J. Behar & Company, Inc. (2) FIRM LOCATION (City and State) 6861 SW 196th Avenue, Suite 302 Pembroke Pines, FL 33332 (3) ROLE Wastewater Force Main Rehabilitation STANDARD FORM 330 (REV. 8/2016) PAGE 1 Section E - Page | 41