(a) Clearing and Preparation of Right-Of-Way. All work for the clearing and preparation of the right-of-way shall conform to current ODOT Construction and Material Specifications. The right of way shall be cleared and graded to its full width. Water, sanitary sewer and storm sewer utilities shall be installed before street paving is placed. Other underground utilities (natural gas, electric, telephone, cable television) shall also be installed before street paving is placed except where the timing of the adjacent private property development makes the installation not economically feasible. In these cases, the installation of both distribution and services lines may be delayed; however, distribution systems shall be planned and, where possible, under pavement segments (capped piped, conduit) installed before paving is placed. Distribution systems outside of pavement and service lines (under or outside of pavement) may be installed as development occurs. Service line shall be installed under pavement by jacking, boring or other approved method which does not disturb the pavement. Any pavement damage including delayed settlement shall be repaired by the owning utility at no cost to the Municipality.
(Ord. 93-31. Passed 11-15-93.)
(b) Paving.
(1) Major and minor arterial and collector thoroughfares. Where subdivider constructs these streets, the requirements of the Village Engineer shall apply.
(2) Commercial or industrial streets. The minimum pavement width shall be thirty feet (curb face to curb face). Curbs are required. Pavement design shall be based on a twenty-year life and the subgrade strength from representative soil samples. As a minimum, pavement construction shall be as follows:
A. Reinforced Portland cement concrete, ODOT 451, minimum thickness six inches; or plain Portland cement concrete, ODOT 452, minimum thickness seven inches.
B. Asphalt concrete.
1. The equivalent of ten inches of ODOT Item 304 aggregate (limestone) placed and compacted in two five-inch courses, prime coat of 0.35 gallon per square yard of ODOT Item 408 and three inches of ODOT 448 asphalt concrete placed and compacted in two courses (normally, 1-3/4 inches of Type II and 1-1/4 inches of Type I), traffic volume designation as determined by the Village Engineer. All of the above thicknesses are complete, compacted in-place measurements. Limestone shall be used as the coarse aggregate in the wear course.
2. Seven inches of ODOT Item 301 bituminous aggregate base placed and compacted in two equal depth courses and two inches of ODOT Item 448 Type I asphalt concrete, traffic volume designation as determined by the Village Engineer. All of the above thicknesses are complete, compacted in-place measurements. Limestone shall be used as the coarse aggregate in the wear course.
(3) Local streets and cul-de-sacs (public). Minimum pavement width shall be twenty-eight feet (curb face to curb face). Curbs are required. Pavement design shall be based on a twenty-year life and the subgrade strength from representative soil samples. As a minimum, pavement construction shall be as follows.
A. Portland cement concrete, ODOT 452, six inches minimum thickness.
B. Asphalt concrete.
1. The equivalent of eight inches of ODOT Item 304 aggregate (limestone) placed and compacted in two, four-inch courses, prime coat of 0.35 gallon per square yard of ODOT Item 408 and three inches of ODOT Item 448 asphalt concrete placed and compacted in two courses (normally 1-3/4 inches of Type II and 1-1/4 inches of Type I), traffic volume designation as determined by the Village Engineer. All of the above thicknesses are complete, compacted in-place measurements. Limestone shall be used as the coarse aggregate in the wear course.
2. Six inches of ODOT Item 301 bituminous aggregate base placed and compacted in two equal depth courses and two inches of ODOT Item 448 Type I asphalt concrete, traffic volume designation as determined by the Village Engineer. All of the above thicknesses are complete, compacted in-place measurements. Limestone shall be used as the coarse aggregate in the wear course.
(4) Local streets and cul-de-sacs (private). Private streets shall conform to public street standards except for private streets in estate developments or planned unit developments which shall conform to the following: minimum right-of-way width shall be fifty feet; minimum roadway width shall be eighteen feet plus parking or turn lanes if required. Pavement design shall be any one of the following.
A. Eight inches of aggregate base (ODOT 304) with a bituminous prime coat of 0.35 gallon per square yard (ODOT 408) and double seal coat (ODOT 409). Aggregate base is complete compacted in-place thicknesses.
B. Five inches of ODOT Item 301 bituminous aggregate base placed and compacted in two equal depth courses and 1-1/2 inches of ODOT Item 448 Type I asphalt concrete, traffic volume designation as determined by the Village Engineer. All of the above thicknesses are complete, compacted in-place measurements.
(c) Pavement Crown. All street pavements shall be sloped at the rate of 3/16 inch per foot from the centerline to the edge of pavement.
(d) Underdrains. If it is determined by the Village Engineer through inspection and soil analysis that pavement underdrains are necessary to provide adequate subgrade drainage, he shall notify the developer prior to preparation of the pavement subgrade. Six-inch diameter pipe underdrains installed three feet below subgrade shall be installed where determined necessary by the Village Engineer.
(e) Guard Rail, Seeding and Other Special Conditions. The necessity of guard rail, seeding, type of backfill, or other special conditions, shall be determined with the assistance of the Village Engineer before the completion of construction plans.
(Ord. 81-56. Passed 12-28-81; Ord. 88-5. Passed 3-7-88; Ord. 91-35. Passed 5-20-91; Ord. 93-31. Passed 11-15-93.)