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approved by the engineer shall be paid for as subsoil excavation . Approximately 2 . 0 ft <br /> of subsoil excavation is required in sublateral canals . Cost of replacement <br /> embankment shall be included in cost of subsoil excavation . Contractor to coordinate <br /> 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 - 1 — Earthwork & Grading (To include Regular Excavation & <br /> Embankment) — Per Lump Sum <br /> SECTION A60 STABILIZATION <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 . 160-4 - Type B Stabilization LBR40 ( 12 " ) - Per Square Yard <br /> SECTION - 425 - INLETS <br /> The work specified in this item shall conform to Section 425 of the Florida Department of <br /> Transportation Standard Specifications for Road and Bridge Construction ( 2010 ) . <br /> 01025 - 19 Technical Specifications <br /> FAPublic Works\ENGINEERING DIVISION PROJECTS \1047 - 2 IRC Fairgrounds Overflow & Vehicular Staging Phase 21Admim \bid <br /> documents\Technical Specifications . doc <br />