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Henderson County, KY
 
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Table of Contents
Table of Contents
The purpose of this chapter is to give the specifications for the materials utilized in the construction of public improvements.
Shall conform to the KYTC Standard Specifications, current edition.
Shall conform to KYTC Standard Specifications current edition.
Shall conform to KYTC Standard Specifications, current edition.
Circular reinforced concrete pipe shall conform to the requirements of AASHTO M-170, Classes I through V. Reinforced concrete elliptical pipe shall conform to the requirements of AASHTO M-207.
Corrugated metal culvert pipe and pipe arches may be used for the construction of culverts. All corrugated metal pipe shall be fully bituminous coated. Pipe shall be fabricated in full compliance with the requirements of AASHTO M-36. Coupling bands shall not be less than 12 inches wide for metal pipe having diameters of 54 inches or less.
Double wall HDPE pipe, with smooth flow interior, manufactured specifically for use as storm sewer pipe may be used for storm sewer construction. This pipe shall be sized based on a Manning Number of no less than 0.012, shall be designed to have a minimum of two foot cover, shall be backfilled in accordance with the manufacturer's recommendations, and shall meet ASTM standards for storm sewer construction. At the discretion of the Engineer, the developer shall submit manufacturer's information to prove that a specified HDPE storm sewer pipe meets these minimum requirements. Pipe fittings shall meet the same specifications as the pipe.
Steel casing pipe for highway or railroad crossings shall be bored or jacked in place, or where allowed may be laid in a properly excavated trench. All joints between lengths shall be solidly welded with a smooth non-obstructing joint inside. After the pipe has been installed in the casing pipe, inspected and tested, both ends of the casing pipe shall be sealed in a manner acceptable to the Engineer.
Any other pipes not covered above will be evaluated by the Engineer on an individual basis to provide adequate drainage and structural requirements.
Seed mixture for permanent seeding shall consist of the following:
a. 
30% Kentucky 31 Tall Fescue (Festuca arundinacea).
b. 
20% Creeping Red Fescue (Festuca rubra).
c. 
35% Hard Fescue (Festuca longifolia).
d. 
10% Ryegrass, Perennial (Lolium perenne).
e. 
5% White Dutch Clover (Trifolium repens).