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<br />01519 - 1/2 <br />SECTION 01519 TEMPORARY CONSTRUCTION <br />PART 1 - GENERAL <br />1.01 SCOPE: The Work specified in this Section consists of maintaining traffic <br />within the limits of the project for the duration of the construction period. It <br />shall include the construction and maintenance of the detour road as <br />shown on the Drawings, furnishing, installing, and maintaining of traffic <br />control and safety devices during construction, the control of dust, and any <br />other special requirements for safe and expeditious movement of traffic as <br />may be called for on the Drawings or as directed by the Engineer. <br />1.02 STANDARD REFERENCES: The following standard specifications shall <br />apply to the work of this section as indicated: <br />A. Florida Department of Transportation Standard Specifications for Road and Bridge <br />Construction, latest edition, (FDOT). <br />B. State of Florida, Manual of Traffic Control and Safe Practices for Street and Highway <br />Construction, latest edition <br />1.03 TESTS: The Contractor shall perform all required density tests specified <br />by the referenced sections below. <br />PART 2 - PRODUCTS <br />2.01 EMBANKMENT MATERIALS: Embankment materials shall conform to <br />SECTION 02220, Excavation and Backfill, of these Specifications. <br />2.02 LIMEROCK BASE: The roadway base shall conform to SECTION 02232, <br />Limerock Base, of these Specifications. <br />2.03 ASPHALT CONCRETE PAVEMENT: The pavement of the detour road <br />shall conform to SECTION 02513, Asphalt Concrete Pavement, of these <br />Specifications. <br />2.04 TEMPORARY TRAFFIC MARKINGS: All temporary striping shall be white <br />or yellow degradable reflective tape with non-metallic backing, pre-coated <br />with a pressure sensitive adhesive, and conforming to the requirements of <br />FDOT Standard Specification Section 102-3.2.5. <br />PART 3 - EXECUTION <br />3.01 SITE PREPARATION: All site preparation shall conform to SECTION <br />02100, Site Preparation of these Specifications. <br />3.02 EMBANKMENT CONSTRUCTION: The embankments required for the <br />detour roads shall be constructed to the lines and grades shown on the <br />Drawings and conform to SECTION 02220, Excavation and Backfill, of <br />these Specifications. The Contractor shall provide adequate drainage for <br />all temporary construction as directed by the Engineer.