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DocuSign Envelope ID:07A4359F-6D47-4987-B1F1-BF667ACBB3BA <br /> SITE CLEARING -311000 <br /> 3.5 TOPSOIL STRIPPING <br /> A. Remove sod and grass before stripping topsoil. <br /> B. Strip topsoil to depth indicated on Drawings in a manner to prevent intermingling with <br /> underlying subsoil or other waste materials. <br /> 1. Remove subsoil and nonsoil materials from topsoil, including clay lumps, gravel, and <br /> other objects larger than 2 inches (50 mm) in diameter; trash, debris, weeds, roots, and <br /> other waste materials. <br /> C. Stockpile topsoil away from edge of excavations without intermixing with subsoil or other <br /> materials. Grade and shape stockpiles to drain surface water. Cover to prevent windblown <br /> dust and erosion by water. <br /> 1. Limit height of topsoil stockpiles to 72 inches (1800 mm). <br /> 2. Do not stockpile topsoil within protection zones. <br /> 3. Dispose of surplus topsoil. Surplus topsoil is that which exceeds quantity indicated to be <br /> stockpiled or reused. <br /> 4. Stockpile surplus topsoil to allow for respreading deeper topsoil. <br /> 3.6 STOCKPILING ROCK <br /> A. Stockpile rock away from edge of excavations without intermixing with other materials. Cover <br /> to prevent windblown debris from accumulating among rocks. <br /> 1. Limit height of rock stockpiles to 36 inches (900 mm). <br /> 2. Do not stockpile rock within protection zones. <br /> 3. Dispose of surplus rock. Surplus rock is that which exceeds quantity indicated to be <br /> stockpiled or reused. <br /> 4. Stockpile surplus rock to allow later use by the Owner. <br /> 3.7 SITE IMPROVEMENTS <br /> A. Remove existing above- and below-grade improvements as indicated and necessary to <br /> facilitate new construction. <br /> B. Remove slabs, paving, curbs, gutters, and aggregate base as indicated. <br /> 1. Unless existing full-depth joints coincide with line of demolition, neatly saw-cut along <br /> line of existing pavement to remain before removing adjacent existing pavement. Saw- <br /> cut faces vertically. <br /> 2. Paint cut ends of steel reinforcement in concrete to remain with two coats of antirust <br /> coating, following coating manufacturer's written instructions. Keep paint off surfaces <br /> that will remain exposed. <br /> Orange County Solid Waste Drainage Repairs DAA 2200365/TRC 017055.0000.0000 <br /> Drainage Repair Project November 2023 <br /> Orange County, NC 311000-5/6 <br />