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DIVISION 2 - SITE WORK <br /> A. Contractor to provide for clearing, site stripping, rough grading, structure excavating, <br /> backfilling, finish grading and site drainage as per site and final elevation of home. <br /> Contractor to provide for any hauling of material as required. <br /> B. Contractor to provide for standard bituminous driveway as per site plan. Minimum 4" <br /> crushed rock+ 2" asphalt base course + 2" asphalt top course. <br /> C. Contractor to connect new bathroom to the existing private sewer and well. <br /> D. Contractor shall sod all disturbed areas. <br /> E. A new mortarless retaining wall shall be provided on the east side of the proposed <br /> addition. <br /> F. Landscaping allowance: Allowance for plantings: $5,000. <br /> DIVISION 3 - CONCRETE <br /> A. Concrete footings for walls and piers shall be of sized shown. Compressive strength <br /> shall be as code requires. Basement floor shall be a minimum of three and one-half <br /> inches (3-1/2") thick, to be poured monolithically with a smooth trowel finish. The <br /> Contractor shall not be responsible for normal shrinkage cracks. Compressive <br /> strength to be 3,000 pounds per square inch. Walls to be 12" reinforced concrete <br /> block. Provide reinforcing as follows:#5 rebar at 16"on center vertically, fill the cores <br /> of the block with concrete at the reinforcing. Dowel#5 bars into the footing and tie to <br /> the vertical bars. The reinforcing shall be located in the walls required to provide soil <br /> retention. <br /> B. Provide 12"x 36" concrete splashblocks at base of all downspouts. <br /> DIVISION 4 - MASONRY <br /> A. Mortar: ASTM C620 <br /> 1. Masonry work in contact with earth: Type M. <br /> 2. Masonry Bearing Walls:Type S. <br /> 3. All other: Type N. <br /> B. Concrete Block <br /> 1. ASTM C90 Normal Weight. <br /> 2. Running Bond. <br /> C. The sidewalk (add alternate) shall be brick pavers laid in a compacted class 5 bed. The <br /> sidewalk shall be an extension of the existing sidewalk utilizing the same construction <br /> method. <br /> DIVISION 5 - METALS <br /> A. Structural Steel: ASTM A36. <br /> B. Anchor Bolts: ASTM A307. <br /> C. Hardware, hangers, etc. as required. <br /> D. Lintels as required. <br /> E. Prefinished galvanized steel gutters shall be installed on entire perimeter. Verify color <br /> and layout. <br />