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913.05 MATERIAL TO BE USED.
   (a)    Material satisfactory to the Municipal Engineer shall be used as the final course so there will be a firm and solid surface. In no case shall the material so placed be allowed to project above or below the grade of the road as originally established. All surplus material shall be removed in a manner satisfactory to the Municipal Engineer. The permit holder shall maintain the pavement and berm over the trench in a manner acceptable to the Municipal Engineer.
   (b)    The surface and base of the disturbed pavement shall be replaced with the material specified by the Municipal Engineer and according to his specifications. The area of pavement to be replaced shall extend twelve inches outside the limits of the ditch in all directions. The pavement will be replaced with six inch concrete per ODOT 305 overlayed with two inch asphalt ODOT 404, if the existing pavement is asphalt. The permit holder has the option as follows:
      (1)    Replace the pavement himself within thirty days; or
      (2)    Have Municipal street crew replace the pavement at the permit holder's cost.
         (1980 Code 95.14)
913.06 COST TO BE BORNE BY PERMIT HOLDER.
   Whenever the pavement is disturbed it will be replaced by the permit holder and the cost of such work shall be borne by the permit holder. Until such time as the road base and surface shall have been replaced, any cost of maintenance of keeping the roadway in passable condition shall be borne by the permit holder.
(1980 Code 95.15)
913.07 ADEQUATE PROTECTION AROUND EXCAVATION REQUIRED.
   (a)    At all times during the progress of the work, adequate protection and passage shall be provided by the permit holder for the traveling public. Barriers shall be erected and maintained as may be necessary for the protection of the traveling public; the same shall be properly lighted at night; and the party or parties to whom this permit is issued shall be responsible for all damages to person or property due to or resulting from any work done under this permit. All detour routes must be approved in advance by the Municipality and the route shall be properly posted with signs so as to clearly direct the motorist in the most appropriate route around the excavation site.
   (b)    In the event that any conditions which are hazardous to the traveling public shall develop during or after any excavation, the Municipal Administrative Director shall contact the contractor to correct the same, or if the contractor is not immediately available or cannot be contacted, then the defect shall be corrected by Municipal employees and the expense of such repairs charged against the contractor's deposit or bond.
(1980 Code 95.16)
913.08 TUNNELING OR DRIVING.
   No tunneling or driving shall be done under this permit without prior approval of the method to be followed where pipes or conduits are to cross the roadway. The crossing shall be made without disturbing the pavement, if possible, by tunneling or driving the pipe under the roadway. The pipe shall be carried under and across the road in a large casing unless otherwise herein provided or by written consent of the Municipal Engineer.
(1980 Code 95.17)
913.09 PAVEMENT TO BE KEPT CLEAR AND RESTORED IF DAMAGED.
   The pavement shall be kept clear of all dirt from the excavation. In the event the roadway becomes damaged because of said construction, the party to whom this permit is granted shall promptly restore said roadway to its former state of usefulness.
(1980 Code 95.18)
913.10 OPENING TRENCH IN FUTURE, CONDITIONS TO APPLY.
   All of the above conditions shall apply in the event it becomes necessary to open the trench at some future date for repairs or removal of structures. Except as herein authorized, no excavation shall be made or obstacle placed within the limits of the roadway in such manner as to interfere unnecessarily with travel over the road.
(1980 Code 95.19)
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