2022-06-24_PERMIT FILE - C1980007 (2)

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~... • i D. Proper allowances shall be made for form construction, waterproofing, shoring and inspection. Where walls or footings are authorized to be deposited directly against excavated surfaces, the surfaces shall be scarified 12 inches moistened to near optimum and recompacted to 100% Standard Proctor. Bottoms of excavations for footings and grade beams shall be level and clean. E. Protect bottoms of all excavations from freestanding water and frost. Do not place foundations, footings, grade beams or slabs on wet or frozen ground. F. Suitable excavated material required for backfill shall be separately stockpiled in the designated areas or as directed by the Project Engineer. G. Excess materiel from excavation, unsuitable for or not required for fi71 or baddill, shall be wasted or stockpiled as directed by the Project Engineer on the site. 3.02 Embankment Construction A. Excavation for the Foundation Except as otherwise provided in these Specifications, material excavated will be measured and classified in excavation to the lines shown on the Drawings or as provided in these Specifications. IL 3~ B. Dewatering All dewatering operations necessary to permit the construction of the structures, embankment, foundation, drain or spillway must be accomplished by the Contractor and included in the cost of the items shown in the Proposal and no special or extra compensation will be allowed for this work. C. Embankment Construction i L~ The embankment shall be constructed to the lines and grades shown on the Drawings. No brush, roots, sod or other perishable or unsuitable material shall be placed in the embankment. The suitabaity of each part of the foundation for placing embankment materials thereon and of all materials for use in embankment construction will be determined by the Engineer. No embankment materiel shall be placed in the embankment when either the material or the foundation or embankment on which it is to be placed is frozen. The Contractor shall maintain the embankment in an approved manner until the completion and acceptance of all other work under the Contract. The embankment for each portion shall be maintained approxi- mately level throughout the entire length of each layer from abutment to abutment. All openings through the spillway embankment required for construction purposes shall be subject to approval, and such openings, if approved, shall be constructed so that the slope of the bonding surface between embankment in place and embankment to be placed is not steeper than 4 to 1. The bonding surface of the embankment in place shall be pre- pared as provided for embankment foundations. Each load of the material 02200-6