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SECTION 1000 — WATER AND SEWER UTILITIES <br />A. Water Utilities <br />The water utilities for this project shall be constructed per the "Indian River County <br />Department of Utility Services Water & Wastewater Utility Standards", March 18, <br />2018. This document can be obtained online at www.ircutilities.com. <br />http://www.ircutilities.com/UStandards/Utility Standards.pdf <br />Relocation of existing fire hydrants shall include the cost of all pipe, fittings, thrust <br />blocks, retaining rods, trenching grading, and incidental items associated with <br />relocation. <br />B. Sewer Utilities <br />The sewer utilities for this project shall be constructed per the "Indian River County <br />Department of Utility Services Water & Wastewater Utility Standards", March 18, <br />2018. This document can be obtained online at www.ircutilities.com. <br />http://www.ircutilities.com/UStandards/Utility Standards.pdf <br />C. Earthwork and Backfill <br />Compaction - All fill must be compacted by hand tamping from under the pipe up to the <br />center line. Backfill shall be compacted in 6" lifts up to the surface to achieve a <br />minimum compaction of 98 percent of maximum density in roadways and shoulders <br />and 95 percent in easements, in accordance with AASHTO T-180. <br />D. Ductile Iron Pipe and Fittings <br />1. General: <br />All ductile iron pipe shall be manufactured in accordance with AWWA <br />Specifications C-150 & C-151. All buried ductile iron pipe shall be <br />manufactured in accordance with AWWA Specification C-151 and shall <br />be Class 52 minimum. All exposed ductile iron pipe shall be Class 53 <br />minimum. <br />2. Fittings: <br />All underground fittings shall be either bell and spigot, or mechanical <br />joint. Mechanical joints shall conform to AWWA specification C110 <br />(ANSI 21.10-87), or latest revision. All exposed aboveground fittings <br />shall be flanged joint. <br />3. Bell and Spigot Connections: <br />Joints in bell and spigot pipe shall be push -on, mechanical, or restrained <br />joints in accordance with AWWA Standard C-111 (ANSI 21.11-85), or <br />latest revision. Mechanical joint pipe set -screw type retainer glands will <br />not be .permitted. <br />01025-32 . Technical Specifications <br />FAPublic Works\ENGINEERING DIVISION PROJECTS\17.4.8 Gifford Neighborhood -.45th Street Beautification Project Phase II\1-. <br />Admin\R&bids\Bid Documents\Master Contract Documents\Technical Specifications. uPDATED 5-25-2017.doc <br />