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ADDENDUM NO. 3 11/5/2014 <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. 7 — Earthwork (Includes Excavation, Embankment, Borrow Fill (as <br />required) Rough Grading, Final Grading, Compaction, etc.) — Lump Sum <br />SECTION 00010 - STABILIZATION <br />The work specified in this item shall conform to Section 160 of the Florida Department of <br />Transportation Standard Specifications for Road and Bridge Construction (2014). <br />A. Sub Article 160-5.1 is modified by the addition of the following: <br />"The stabilization thickness indicated on plans shall be considered a minimum <br />thickness. Thickness will vary to conform to the lines, and grades shown in the plans." <br />Minimum L.B.R. = 40 - No under -tolerance. <br />B. Payment shall be made under: <br />Bid Item No. 8 — Stabilized Subgrade (8" Thick) (LBR 40) — Per Square Yard <br />Bid Item No. 9 — Stabilized Subgrade (12" Thick) (LBR 40) — Per Square Yard <br />SECTION 00011 - CEMENTED COQUINA SHELL BASE <br />The work specified in this item shall conform to Section 285 of the Florida Department of <br />Transportation Standard Specifications for Road and Bridge Construction (2014). <br />A. 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. 10 — Cemented Coquina Shell Base (6") One Lift - Per Square Yard <br />Bid Item No. 11 — Cemented Coquina Shell Base (8") Two Lifts - Per Square Yard <br />01025-23 Technical Specifications <br />F:\Public Works\ENGINEERING DIVISION PROJECTS\1135-S County Park Intergeneratiional Rec <br />FacilitvlAdmim\ADDENDUMS\Technical Specs (SITE) -Addendum No. 3 11-5-2014.doc <br />