Addendum_No._2_City_Standard_Detail_W-5.pdf

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Attached to
Ironwood Water Main Replacement Project
Solicitation number
25-016EJ
Issued by
Manatee County, Florida

About this file

This document is Addendum No. 2 for a Thrust Restraint Chart issued by the City of Bradenton, Florida's Public Works and Utilities Department of Engineering, specifically detailing PVC pipe restraint requirements for water distribution infrastructure. The addendum provides a comprehensive technical chart outlining minimum length specifications for restraining PVC pipes of various sizes (ranging from 4" to 30") across different installation scenarios including horizontal and vertical bends, pipe offsets, and tee configurations. The chart includes detailed guidelines for restraining pipe fittings, with specific notes addressing water system applications for force main and reclaimed water systems.

The technical specification includes critical notes specifying thrust restraint requirements, with explicit instructions that restraints must be implemented using EBBA Iron Megalug Pipe Restrainers and thrust restraints between pipe joints using EBBA Iron Series 1500 restrainers. The chart is calculated based on a standard 30-inch cover depth and mandates that specific joints must be restrained in all applications, including ends, inlet and outlet, offsets, caps, plugs, and entire hydrant runouts. The document is part of the broader Ironwood Water Main Replacement Project, which involves constructing new water mains using PVC pipes with associated infrastructure components like valves, fittings, fire hydrants, and water meters.

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Text version

W-5

ADDENDUM NO. 2

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P.V.C. PIPE RESTRAINT

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THRUST RESTRAINING

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CHART

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CITY OF BRADENTON, FLORIDA

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DATE

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SHEET NO.

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REV.

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DATE

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DESCRIPTION

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BY

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PUBLIC WORKS AND UTILITIES

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DEPARTMENT OF ENGINEERING

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WATER DISTRIBUTION

AutoCAD SHX Text NOTE: : THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE EBBA IRON MEGALUG RESTTAINERS. THRUST RESTRAINT BETWEEN PIPE JOINTS SHALL BE EBBA IRON SERIES 1500 RESTRAINERS. FIGURES BASED ON 30" OF COVER DEPTH.

AutoCAD SHX Text THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: 1. BEND - INLET AND OUTLET BEND - INLET AND OUTLET 2. TEES TEES 3. OFFSETS - INLET AND OUTLET OFFSETS - INLET AND OUTLET 4. CAPS CAPS 5. PLUGS PLUGS 6. ENTIRE HYDRANT RUNOUTS SHALL BE RESTRAINEDENTIRE HYDRANT RUNOUTS SHALL BE RESTRAINED

File details come from the government source that posted it. Updated .