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coordinate with county representative prior to any subsoil excavation. <br />D. Embankment - General Requirements for Embankment Materials: The following is <br />added after the first paragraph of Subarticle 120-7.2: <br />Roadway Design Standard Index No. 505, Embankment Utilization Details is modified <br />by the addition of the following: <br />Any stratum or stockpile or soil which contains obvious pockets of highly organic <br />material may be designated as muck or unsuitable for construction of subgrade by the <br />Owner. <br />Backfill material containing more than 2.0% by weight of organic material, as" <br />determined by FM 1-T 267 and by averaging the test results for three randomly <br />selected samples from each stratum or stockpile of a particular material, shall not be <br />used in construction of the reinforced volume. If an individual test value of the three <br />samples exceeds 3.0%, the stratum or stockpile will not be suitable for construction of <br />the reinforced volume. <br />No A-8 material permitted in embankment. <br />E. Payment shall be made under: <br />Bid Item No. 120-7 — Regrade and Compact Outside Shoulder Area"(as needed) — <br />Per Square Yard <br />SECTION — 285 — OPTIONAL BASE COURSE <br />Sub Article 285-4 is modified by the addition of the following: <br />Base material, thickness and requirements are described in the construction plans. <br />Only one type of alternate base material shall be used. No additional payment will be <br />made for base thickness in excess of the specified thickness <br />3. B. Payment shall be made under: <br />Bid Item No. 285-706 — Optional Base Group 06 (Cemented Coquina Shell Base <br />Group 6) (8") Two Lifts - Per Square Yard <br />SECTION — 327 - MILLING OF EXISTING ASPHALTIC PAVEMENT <br />The work specified in this item shall conform to Section 327 of the Florida Department of <br />Transportation Standard Specifications for Road and Bridge Construction (2015). <br />Item of Payment <br />Payment for the work specified in this item shall be made under: <br />Bid Item No. 327-70-6 — Milling Existing Asphalt Pavement (1 1/2" Avg.) — Per <br />SquareYard <br />01025-25 Technical Specifications <br />F.\Public Works\ENGINEERING DIVISION PROJECTS\1304-CR 512 Resurf (SCOP)_125th Ave to 1-951Admim\bid documentsWlaster <br />Contract Documents\Technical Specifications.doc <br />