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I <br /> recesses andP rojections with smooth-finish materials,and install in forms with sealed joints to <br /> prevent displacement. <br /> Corner Treatment - Form exposed corners of beams and columns to produce square, smooth, <br /> solid, unbroken lines, except as otherwise indicated. <br /> D. Chamfer exposed corners and edges, reveals and drips as shown using wood, metal, PVC or <br /> rubber strips fabricated to produce uniform smooth lines and tight edge joints. <br /> 111 3.2 PREPARATION OF FORM SURFACES <br /> Coat the contact surfaces of forms with a form-coating compound before reinforcement is placed. <br /> Thin form coating compounds only with thinning agent of type,and in amount,and under conditions <br /> of the form-coating compound manufacturer's directions.Use dissipating type form oil at surfaces to <br /> receive cement plaster finish. Do not allow excess form-coating material to accumulate in the forms <br /> or to come into contact with concrete surfaces against which fresh concrete will be placed. Apply in <br /> compliance with manufacturer's instructions. Coat steel forms with a non-staining,rust-preventative <br /> form oil or otherwise protect against rusting. Rust-stained steel formwork is not acceptable. <br /> 3.3 CONCRETE PLACEMENT <br /> A. Pre-Placement Inspection <br /> 1. Before placing concrete, inspect and complete the formwork installation,reinforcing steel, <br /> and items to be embedded or cast in. Notify other crafts involved in ample time to permit. <br /> the installation of their work; cooperate with other trades in setting such work as required. <br /> Notify ENGINEER in time for inspection prior to pouring. <br /> 2. Thoroughly wet wood forms immediately before placing concrete,as required where form <br /> coatings are not used. <br /> 3. Coordinate the installation of joint materials and moisture barriers with placement of forms <br /> and reinforcing steel. <br /> 4. Concrete Curbs and Paving - Do not place concrete until subbase is completed and <br /> approved by the ENGINEER as required to provide uniform dampened condition at the <br /> time concrete is placed. Moisten subbase as required to provide uniform dampened <br /> condition at the time concrete is placed. <br /> B. Place concrete in compliance with the practices and recommendations of ACI 304 and as herein <br /> specified. <br /> 1. Deposit concrete continuously or in layers of such thickness that no concrete will be placed <br /> on concrete which has hardened sufficiently to cause the formation of seams or planes of <br /> weakness within the section. If a section cannot be placed continuously, provide <br /> construction joints as herein specified.Perform concrete placing at such a rate that concrete, <br /> which is being integrated,with fresh concrete is still plastic. Deposit concrete as nearly as <br /> I <br /> Legion Golf Course Stormwater Detention Project Concrete Work <br /> WO#UP3620 03 11 00 - 5 <br />