1121.02 STREET REQUIREMENTS.
   (a)    Conformity. Streets and sidewalks shall be constructed so as to serve the entire subdivision and such installation shall conform to the provisions of the General Plan and in accordance with applicable standard specifications of the City.
   (b)    Widening, Improving, Etc. In the case where widening, improving or abandoning of existing streets is deemed necessary by the City, the subdivider shall perform such work as is necessitated at his own expense, unless the subdivider complies with Section 1113.02(b).
   (c)    Minimum Road Construction Requirements for Major Thoroughfare. The pavement shall be a minimum of thirty-seven feet in width measured back to back of concrete curbs. The following is a minimum design based on a soil subgrade of Type A-6a having a group index of 9. Any soils testing with a less bearing capacity of that indicated will require an increase in the structural design of the pavement.
      (1)   Subbase compacted as per ODOT No. 203.
      (2)    Granular Base: Three inches of No. 703.08.
      (3)    Asphaltic Base: Nine and one-half inches of No. 301.
      (4)    Wearing Surfaces:
         one and one-fourth inches of No. 402.
         one and one-fourth inches of No. 404.
      (5)    Concrete Curb: Two feet wide; twelve inches thick;
         Type "C" Concrete
      (6)    Curb Drains: Four inch diameter.
         As detailed on standard drawings.
   (d)    Minimum Road Construction Requirements for Collector Streets and Minor Streets. The pavement width for collector streets and minor streets shall be twenty-seven feet measured back to back of concrete curbs. The following is a minimum design based on a soil subgrade of Type A-6a having a group index of 9. Any soils testing with a less bearing capacity of that indicated will require an increase in the structural design of the pavement.
      Minimum: (ODOT Specifications)
      (1)    Subbase compacted as per ODOT No. 203
      (2)    Granular Base: Three inches of No. 703.08
      (3)    Asphaltic Base: Seven inches of No. 301
      (4)    Wearing Surfaces:
         One inch of No. 402
         One inch of No. 404
      (5)    Concrete Curb: Two feet wide; nine inches thick
         Type "C" Concrete
      (6)    Curb Drains: Four inch diameter
         As detailed on standard drawings.
         (Ord. 35-1984. Passed 6-14-84.)