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Culvert Installation Specifications
for Entrances Providing Access to Town of
Wales Roads
(Or Proposed Town Roads)

 

 

An entrance (or driveway) permit must be obtained from the Town of Wales Road Commissioner.  Any entrance requiring a culvert installation must follow the specifications outlined in this document.  For further information regarding roads, driveways, or entrances, please see the Road Ordinance of the Town of Wales, Maine adopted June 11, 2005.

 

Ø      All new culvert installation and replacements will utilize plastic culverts (double-walled polyethylene or approved equal) unless a waiver is obtained from the Road Commissioner.

Ø      The minimum inside diameter of driveway/entrance/road culverts is 15 inches (larger diameters may be required by the entrance permit) with a minimum length of 30 feet and a maximum length of 40 feet, unless a waiver is obtained from the road commissioner. 

Ø      Flared end sections are required on all culverts.

Ø      Excavation shall be done in a clean and non-destructive manner to the road structure.

Ø      The culvert shall be installed so that the bottom of the pipe is level with the bottom of the ditch, and slightly sloped (.5% - 1% grade) on solid even ground to allow free flow of water.  If bottom of ditch is soft or uneven it may be necessary to remove and replace with new material compacted and free of any large stone that may damage the pipe.

Ø      The pipe shall be installed so that there is 24” of cover (18” minimum) over the pipe before the placement of surfacing materials, unless a waiver is obtained from the Road Commissioner.

Ø      Backfill must consist of clean, non-frost susceptible bedding material, free of organics and compacted to 95 percent of maximum density.

Ø      The entrance/driveway/road surface will also be graded to prevent surface runoff from running into the road.  The grade shall commence from ditch edge of shoulder and will be so sloped to allow water from the town road and driveway/road to drain to the ditch on either end of the pipe.  In subdivisions, the fill can be sloped on sides of entrance, from bottom of ditch to top, at as much as a 1:1 slope; the material must be stabilized to limit slippage and erosion into ditch.

 

Adopted 10-11-05