901.16 SPECIFICATIONS FOR NEW ROAD CONSTRUCTION
   (a)   For a Street to be constructed in existing Right of way or for an existing street to be improved, the following shall be provided by the developer: A construction plan submitted on 24” x 36” sheet(s), prepared and stamped by a professional engineer, registered in the State of Ohio, containing, as a minimum, the following information:
      (1)   Survey of existing right of way: to include iron pins set at all angle points on both sides of right of way. Survey to be performed and stamped by a professional surveyor, registered in the State of Ohio. Cost for all control surveys and   construction layout stakes shall be borne by the developer. Survey shall be tied to the Village Control, coordinates of which are available at the village engineer’s office. Survey shall extend from existing roadway at start of project to end of project. Centerline profile of existing ground shall extend a minimum of 50 feet beyond project limits.
      (2)   Cross sections of existing and proposed ground: Each section shall extend 35 feet on each side of centerline, at 50 foot intervals on roads over 250 feet in length and at 25 foot intervals on roads 250 feet in length, or less.
      (3)   Centerline profile of entire street, including proposed and existing ground lines.
      (4)   Plan of entire street, including existing topographic data. Grading plans may be required, at the discretion of the Village Engineer.
      (5)   Detailed plan of proposed improved portion of street including 35 foot turning radii at street intersections. Plan and profile view shall extend a minimum of 50 feet beyond the proposed work. Provide a typical section showing a minimum pavement width of 16 feet. Subgrade compaction (ODOT Item 203) shall be required. Pavement buildup shall consist of 8 inches of aggregate base (ODOT Item 304), 1 ¾ inches of asphalt concrete (ODOT Item 402) and 1 ¼ inches of asphalt concrete (ODOT Item 404), unless otherwise directed by the Village Engineer. 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.
      (6)   Drainage plan for the areas affected by the construction of the street, including driveway pipes and culverts.
      (7)   For disturbed areas over two acres, provide an erosion and sedimentation control plan.
   (b)   Drainage calculations and a detailed construction cost estimate shall be submitted to the Village Engineer for approval. Additionally, four blueline copies of the construction plan shall be submitted to the Village Engineer for review and comment. One set of plans will be returned with any review comments. Incorporate all review comments into the plan and submit one reproducible original plan. Also return the marked-up blueline sheet. The original reproducible will be signed by the Mayor, Fiscal Officer and Engineer. The developer, or his assigns shall submit three blueline copies of the signed plan to the Village Engineer. The original reproducible shall be returned to the Village Fiscal Officer for storage.
   (c)   [Reserved] EDITOR’S NOTE: Former subsection (c) was deleted by Ordinance 07-2001, passed March 12, 2001.
   (d)   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. Inspection 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.
   (e)   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.
   (f)   Cost of all utility relocations not incurred by the utility companies shall be borne by the Developer.
(Ord. 25-2007. Passed 6-25-07.)