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D. Embankment - General Requirements for Embankment Materials: The following is added after the first paragraph of Subarticle 120-7.2: Roadway Design Standard Index No. 505, Embankment Utilization Details is modified by the addition of the following: Any stratum or stockpile or soil which contains obvious pockets of highly organic material may be designated as muck or unsuitable for construction of subgrade by the Owner. Backfill material containing more than 2.0% by weight of organic material, as determined by FM 1-T 267 and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material, shall not be used in construction of the reinforced volume. If an individual test value of the three samples exceeds 3.0%, the stratum or stockpile will not be suitable for construction of the reinforced volume. No A-8 material permitted in embankment. E. Payment shall be made under: Bid Item No. 120-1 — Excavation, Regular — Per Cubic Yard SECTION - 162 — PREPARED SOIL LAYER The work specified in this item shall conform to Section 162 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2014). Item of Payment Payment for the work specified in this item shall be made under: Bid Item No. 162-1-12 — Prepared Soil Layer (3") — Per Square Yard SECTION — 285 — OPTIONAL BASE GROUP A. Sub Article 285-4 is modified by the addition of the following: Base material, thickness and requirements are described in the construction plans. Only one type of alternate base material shall be used. No additional payment will be made for base thickness in excess of the specified thickness 3. B. Payment shall be made under: Bid Item No. 285-714 — Option Base Group 14 - Per Square Yard 01025-24 Technical Specifications F:\PublicWorks\ENGINEERING DIVISION PROJECTS\1506-Gifford Neighborhood 45th St Beautification\Admin\bid documents\Master Contract Documents\Technical Specifications.doc