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Colorado Legacy Land Former Schwartzwalder Mine <br /> North Waste Rock Pile Diversion Channel <br /> 3. Remove concrete with defective surfaces and replace. <br /> 3.05 Steel Reinforcement: <br /> A. Place all steel reinforcement before concrete is cast in accordance with approved erection <br /> drawings, ACI 117, Chapters 7 and 12 of ACI 318, and the CRSI Manual of Standard <br /> Practice. <br /> B. Tie securely with 16-gage or larger annealed iron wire. <br /> C. Splice steel reinforcement where indicated. Unless otherwise indicated,the minimum <br /> length of lap for tension lap splices shall be as required for Class B splices as defined by <br /> ACI 318. <br /> D. Lap welded wire fabric not less than the length of one mesh. <br /> 3.06 Repair,Replacement,and Field Modifications <br /> A. Embedded items and concrete that are misplaced or damaged during construction shall <br /> not be repaired,replaced, or field-modified without approval of Engineer. <br /> —END OF SECTION— <br /> Section 033053—Miscellaneous Case-in-Place Concrete Page 7 <br />