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subgrade or sidewalk to a minimum depth of 4 feet below the finish grade and paint <br />with a commercial grade pruning paint the ends of all sawn roots. If directed by the <br />Engineer or where shown on the drawings, work shall be done Aby hand@ in order <br />to protect the trees. <br />D. The Contractor shall exercise care when working in the vicinity of all trees to remain <br />so as to not damage or remove major root structures. The Contractor shall not pull <br />hair or major root structures. All severed roots shall be sawn clean and paint with <br />pruning paint. Stumps, roots, etc., shall be completely removed and disposed of by <br />the Contractor. Undesirable, dead, and/or damaged trees (as so designated by the <br />Engineer) shall be removed. <br />E. All trees to be removed shall be disposed off site; burning will be strictly prohibited. <br />F. All trees or shrubs which are to remain shall be preserved and protected by the <br />Contractor. Where the removal of valuable trees or shrubs specifically for <br />transplanting is required, this work shall be done in cooperation with the Owner and <br />at no additional expense to the Owner. <br />G. All items to be removed shall be excavated to their full depth. All culverts removed <br />from residential driveway entrances within the right-of-way shall become the <br />property of the respective homeowner. Those homeowners not desiring the <br />culverts may donate them to the County free of charge. (See Paragraph C, Special <br />Provisions) The Contractor shall transport the culverts to the County's storage <br />yard. All metal castings for catch basins, manholes, or other structures shall be <br />carefully removed and stored in the County's Storage Yard if they are deemed <br />salvageable by the Engineer. The excavated materials shall be removed from the <br />job site and disposed in a location designated or approved by the Owner. Where <br />required, suitable material as approved by the Engineer shall then be backfilled and <br />compacted to restore the original contour of the ground. The fill material shall be <br />backfilled and compacted in accordance with Section 120 of these specifications. <br />H. No additional payment will be made, nor will additional work, or change orders be <br />authorized for work needed to remove, relocate, protect, or otherwise account for in <br />the construction of the work depicted in the plans, for any feature, or item that <br />would be apparent from a careful inspection of the site and review of the plans, <br />even though such feature or item is not specifically called out in the plans. It is <br />therefore essential the contractor make such inspection and review. <br />I. The unit price bid for this item shall include the cost of all labor, tools, and <br />equipment necessary to excavate, remove, and dispose of those items as directed <br />by the Engineer and where designated on the Drawings. The cost of restoration <br />and backfill and compaction for the specific area of removal shall also be included <br />01025-15 Technical Specifications <br />F:\Engineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT <br />BID\Technical Specifications.doc <br />