(a) The contractor under this section shall furnish all the materials for and shall properly place and compact crushed slag, crushed stone or crushed gravel backfill over the water mains and structures where they cross under roads or any other location where future settlement of backfill must be avoided.
(b) Special backfill shall be used wherever it is specified to be used or as shown on the plans.
(c) The backfill shall be placed in six-inch layers and compacted. The material shall be as stipulated in Section 1365.06.
(d) The special backfill shall completely fill the ditch from the sand layer over the top of the pipe (as specified in Section 1365.17) to the subgrade line of all pavements and to the ground line if no pavement exists.
(e) All provisions of Section 1365.17 shall apply that are not in direct contradiction to any of the provisions of this section.
(Ord. 352. Passed 10-22-62.)