Daytona_Beach_Lift_Station_53_100p_Drawings_8-22-25_(1).pdf

This is a comprehensive set of construction drawings and specifications for Lift Station #53 Replacement, a wastewater infrastructure project for the City of Daytona Beach, Florida. The project includes demolition of the existing lift station facility located at 1317 Avenue D, Ormond Beach, FL 32174, and construction of a new 8.0-foot diameter wet well with two Flygt submersible pumps rated at 1,755 GPM at 3-8 feet total dynamic head. The scope encompasses approximately 19,500+ linear feet of new 6-inch PVC and 8-inch HDPE force main piping, conversion of an existing 4.0-foot wet well to a manhole, installation of a proposed 6-inch plug valve, check valves, and air release valves, construction of a cast-in-place retaining wall with guard rails spanning approximately 49 feet, and site improvements including concrete driveway, grading, and sodding. The project also requires open-cut and repair of four Volusia County roadways (Avenue D, Pine Drive, Avenue C, and Palm Street) and installation of associated utility infrastructure. The drawings indicate a 100% preliminary set dated August 2025, prepared by Halff Associates, Inc. with structural design by Wekiva Engineering and electrical design by Electrical Design Associates.

The project requires compliance with Volusia County development standards, Florida Department of Transportation specifications, and multiple construction coordination requirements including notification to County Development Engineering, Traffic Engineering, and the designated County inspector. Contractors must implement a bypass pumping plan to maintain existing lift station operations during construction, obtain NPDES permits from the Florida Department of Environmental Protection, and maintain traffic control and erosion/sediment control measures throughout the project duration. The site survey was prepared by Sliger and Associates, Inc. dated January 25, 2022, with elevations referenced to NAVD88 datum. Construction details specify use of specific materials including Type 316 stainless steel components, 2mm AGRU Sure Grip interior lining system, and 10-mil EW-1 Aquapoxy exterior coating. The contractor is responsible for field verification of existing utility locations and elevations, preparation of detailed construction schedules, and pre/post-construction documentation.