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SECTION - 700 - Highway Signing <br />3. A. Signing for traffic control shall conform to the requirem: <br />Standard Specifications (2014), Manual on Uniform Traffic Contro <br />Supplemental Specifications, Roadway and Traffic Design Standards, ma <br />specifications. <br />B. Traffic Signs: All existing signs which are the property of the <br />be transported to the Indian River County Road and Bridge Maintenance <br />Contractor during construction if they are within the construction limits. C <br />exercised by the Contractor during removal, storage and relocation s <br />damage the signs. If any damage occurs, as determined by the Owner's <br />Resident Construction Inspector, the sign shall be replaced by the Contra <br />compensation. <br />8 <br />Item of Payment <br />Payment shall be made under: <br />Bid Item No. 700-20-40 — Single Post Sign (Stop) (Relocate) - Per Each <br />• <br />SECTION - 711 — THERMOPLASTIC STRIPES AND MARKINGS <br />The work specified in this item shall conform to Section 711 of the Florida Depa <br />Transportation Standard Specifications for Road and Bridge Construction (2014 <br />Item of Payment <br />Payment for the work specified in this item shall be made under: <br />Bid Item No. 711-35-241 — Solid Traffic Stripe (24") (Thermoplastic) — Per <br />SECTION —1000- WATER AND SEWER UTILITIES <br />A. <br />Water Utilities <br />The water utilities for this project shall be constructed per the "Indian Ri <br />Department of Utility Services Water & Wastewater Standards", March, <br />document can be obtained online at www.ircutilities.com <br />Relocation of existing fire hydrants shall include the cost of all pipe, fitting <br />rods, trenching grading, and incidental items associated with relocation. <br />B. Sewer Utilities <br />The sewer utilities for this project shall be constructed per the "Indian Ri <br />Technical Specifications", March, 2014. This document can be obtaine <br />www.ircutilities.com <br />C. Earthwork and Backfill <br />Compaction - All fill must be compacted by hand tamping from under the pi <br />center line. Backfill shall be compacted in 6" lifts up to the surface to <br />minimum compaction of 98 percent of maximum density in roadways an• <br />and 95 percent in easements, in accordance with AASATO T-180 and D <br />01025-20 Technical Specifi <br />F \Puhlir. Wnrkc\FN(INFFRING DIVISION PROJECTS\1314-107th Ave Miilina 90th St to 94th St\Admin\bid documents <br />nts of the <br />Devices, <br />ufacturer's <br />owner shall <br />and by the <br />re shall be <br />as not to <br />ngineer or <br />for with no <br />ment of <br />inear Foot <br />er County <br />014. This <br />, retaining <br />er County <br />online at <br />�euptothe <br />achieve a <br />shoulders <br />2167. <br />tions <br />aster Contract <br />