THE ENGINEERING COMPANY Bid Document (24)

Home Browse Search

PROJECT 7 — S-27 & S-29 Coastal Resiliency Pump Stations & Control Structures Client SFWMD (via AECOM)TEC Role Subconsultant Location Miami-Dade County, FL Performance 2024 – Ongoing Construction Cost $200 Million+ (est.)TEC Fee $425,000 (TEC) Reference Fernando Navarrete, PE, Project Manager Phone / Email (561) 862-1127 | Fernando.Navarrete@aecom.com Project Overview As part of its Sea Level Rise and Flood Resiliency Plan, the South Florida Water Management District identified the C-7 and C-9 watersheds as priority basins requiring enhanced flood protection. The S-27 structure (C-7 Canal, City of Miami) and S- 29 structure (C-9 Canal, City of North Miami Beach) are receiving new forward-flow pump stations and structure rehabilitation to address projected overtopping under future sea-level-rise conditions, advancing from Intermediate Design through Corrected Final / Ready-to-Advertise. TEC provides site-civil design support, site-investigation coordination, utility design and coordination, and code/permitting compliance for both sites. At S-27, the new station totals 1,500 cfs through three 500-cfs electric vertical-shaft axial-flow pumps in a 3-bay District Type 3 configuration; TEC's scope includes site layout and grading, a new steel sheet-pile bulkhead with concrete cap, paved access roads, staging areas, and the utility conflict-resolution matrix (including FPL overhead distribution within the footprint). At S-29, the 2,500-cfs station uses five primary plus one redundant 500-cfs pumps in a 6- bay configuration, with equivalent TEC site-civil support. The project is anticipated to be funded in part by a FEMA grant. Scope of TEC Services •Site layout and grading design for pump-station footprints, access roads, staging areas, and contractor work zones •Steel sheet-pile bulkhead with concrete cap; canal-side improvements and resilient finished-floor elevations •Utility conflict identification and resolution matrix, including FPL overhead distribution relocations •Survey coordination (topographic and bathymetric) and geotechnical data review informing site-civil decisions •Code and permitting compliance reviews; integration with structural, mechanical, electrical, and I&C disciplines through RTA design Relevance to the City of Sunny Isles Beach (Civil No. 3 / CEI No. 8) •Pumped drainage for coastal flooding. The engineering behind the RFQ's gravity-well-to-pressurized-well conversion scope, at regional scale — pump selection context, wet-well siting, and resiliency criteria. •Sea-level-rise design criteria. Resilient finished-floor and freeboard practice applicable to every City stormwater asset, seawall interface, and outfall. •S-29 sits on the City's doorstep. The C-9 basin work directly serves the northeast Miami-Dade coastal communities that share the City's flood exposure. Results TEC's site-civil design support is delivering coordinated, permit-ready packages for two critical SFWMD flood-control facilities — ensuring layouts, grading, utility relocations, and access plans are fully integrated across disciplines, while the utility conflict-resolution matrix and compliance reviews reduce construction-phase conflict and regulatory-delay risk as both projects advance to Ready-to-Advertise on schedule. The Engineering Company, LLC | RFQ #26-07-01 — Continuing Professional A/E Consulting Services (CCNA) Page 60 of 96