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and stored in the County's Storage Yard if they are deemed salvageable by the Engineer. The excavated materials shall be removed from the job site and disposed in a location designated or approved by the Owner. Any culverts , structures or any material excavated or removed from the project site under clearing and grubbing deemed unsalvageable by the Engineer shall be disposed of in a legal manner by the Contractor. Where required , suitable material as approved by the Engineer shall then be backfilled and compacted to restore the original contour of the ground. The fill material shall be backfilled and compacted in accordance with Section 6 of these specifications . H . No additional payment will be made , nor will additional work, or change orders be authorized for work needed to remove , relocate , protect, or otherwise account for in the construction of the work depicted in the plans , for any feature , or item that would be apparent from a careful inspection of the site and review of the plans , even though such feature or item is not specifically called out in the plans . It is therefore essential the contractor make such inspection and review. I . The unit price bid for this item shall include the cost of all labor, tools , and equipment necessary to excavate , remove , and dispose of those items as directed by the Engineer and where designated on the Drawings . The cost of restoration and backfill and compaction for the specific area of removal shall also be included under this item . Item of Payment Payment for the work specified in this item shall be made under: Bid Item 5 - Clearing and Grubbing - Lump Sum SECTION — 6 - EXCAVATION , EMBANKMENT AND GRADING A . Earthwork shall be paid for as embankment . Cost shall include all work specified in this section and Section 120 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2010) . Be Earthwork quantities shall be considered as in -place material with no shrinkage or expansion factors . co Subsoil Excavation on Any excavation below the proposed bottom elevation of the select fill , isolated swale bottom locations , isolated locations for pipe installations and as approved by the engineer shall be paid for as subsoil excavation . Contractor shall coordinate with county representative prior to any subsoil excavation . D . Embankment on General Requirements for Embankment Materials : The following is added after the first paragraph of Subarticle 1204 . 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 Addendum #2 11 /8/2012 01025-21 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #2.doc