910.03 DESIGN STANDARDS.
   (a)   Provide a typical section showing a minimum pavement width of 16 feet.
   (b)   Minimum pavement width shall extend at least 70' from the right-of-way of the through street or 10 feet past the access point to the site on the side street, whichever is greater.
   (c)   Properties adjacent to two side streets shall improve both streets per these standards.
   (d)   All improvements must provide Intersection Sight Triangle calculations per current ODOT standards.
   (e)   Minimum Pavement buildup shall meet the following minimum standards:
      (1)   Subgrade compaction (ODOT Item 203) shall be required.
      (2)   Pavement buildup shall consist of 8 inches of aggregate base (ODOT Item 304)
      (3)   1 ¾ inches of asphalt concrete (ODOT Item 402)
      (4)   1 ¼ inches of asphalt concrete (ODOT Item 404), unless otherwise directed by the Village Engineer.
      (5)   A bituminous prime coat (ODOT Item 408) shall be applied prior to placing Item 402, at a rate of 0.4 gallons per square yard.
   (f)   Drainage plan for the areas affected by the construction of the street, including driveway pipes and culverts.
   (g)   18" Wide ~ 3" Aggregate Base Berms must be provided on both sides of the pavement.
   (h)   Drainage calculations and a detailed construction cost estimate shall be submitted to the Village Engineer for approval.
   (i)   The Village will inspect the improvements by the Developer and all inspection costs will be deposited with the Village before the start of construction. The contractor shall contact the Village Engineer, 24 hours in advance, for inspections. Inspections shall be scheduled at the following points of construction:
      (1)   After construction layout strikes have been set.
      (2)   After drainage items have been set (prior to any encasement) and before backfilling.
      (3)   After subgrade profile has been established and subgrade compaction is completed.
      (4)   After placing the first course of aggregate base (ODOT Item 304).
      (5)   After placing the intermediate course of aggregate base.
      (6)   After placing the final course of aggregate base.
      (7)   After placing the prime coat (ODOT Item 408).
   (8)   After placing the initial course of asphalt concrete (ODOT Item 402).
      (9)   After placing the final course of asphalt concrete (ODOT Item 404).
      (10)   After final seeding and mulching.
   (j)   All drainage items shall be constructed in accordance with the City of Columbus Specifications and Standard Construction Drawings, current editions. All roadway items shall be constructed in accordance with ODOT Specifications and Standard Construction Drawings or City of Columbus Specifications and Standard Construction Drawings, whichever is more restrictive.
   (k)   Cost of all utility relocations not incurred by the utility companies shall be borne by the Developer. (Ord. 18-2019. Passed 6-24-19.)