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requirement of obtaining a permit for said opening or excavation under the <br /> firm or corporation obtaining a permit for an opening or excavation in the public <br /> these specifications." <br /> (1) Baclll. All excavations under pavement shall be backfilled in accordance with <br /> Section J entitled 'Backfilling" of the Engineering Standards adopted pursuant to <br /> (2) Pavement replacement. All pavement shall be replaced with a type of <br /> construction equal to or better than that which is removed as approved by the <br /> cut not less than one and one half(11/2) inches. <br /> with eight (8) inches of concrete, except in some residential streets where the <br /> City Engineer may require the brick to be replaced. <br /> finished flush with the surface of the existing concrete and the asphaltic surface <br /> replaced. <br /> ('1) Hot asphaltic concrete, sheet asphalt, emulsified asphalt, chip seals, and oil mat <br /> pavements. All asphaltic and oil type pavements shall be replaced with a hot <br /> asphaltic concrete surface conforming to Section D3, Hot Asphaltic Concrete <br /> Specifications. The thickness of the pavement shall be equal to that which <br /> concrete base is necessary. Asphalt placed over a concrete patch shall be cut back <br /> (5) Temporary patch. If it is not possible, due to w athcr conditions, for the <br /> completion of the work, a coarse aggregate base eight (8) inches thick and a cold <br /> asphaltic surface shall be applied and maintained as a temporary patch until <br /> Section VIII. The title to Article 3 of Chapter 18, and Sections 18-35, 18-43, and 18-44 <br /> of that Chapter and Article of the South Bend Municipal Code are hereby amended to read in <br /> their entirety as follows: <br /> 5 <br />