Minutes - 19830523 - Laserfiche WebLink

Browse Search

I • j t Draina i Ditches shall be constructed to provide drainage from the road and adjacent areas. The ditches shall be built with sufficient depth to carry the expected volume of water. . The side slopes shall be graded so that they can be stabilized and to prevent vehicles from becoming stuck if they slide into the ditch. Where the road crosses streams or minor watercorirsesr culverts shall be installed to prevent pondirng and washouts of the road. Cn streams where it is not economical to install .a large culvert of the required size,, the Erosior. Contzol Officer may allow the installation of a smaller culvert if provisions are made to protect the road surface and fill slopes from erosion when runoff tops the road: Turn-Arounds Vehicle turn-around areas- shall be provided at the end of all dead and roads. This can be accomplished by ending the road in a cul-de-sac or a "T."� Cul-de-sacs shall have a minimum diameter of 701. A "T" turn-around must- conform ! to the dimensions in the diagram below. The "T" type turn-around is prefered. The location of the turn-arouad .will depend on the arrangement of the lots in the subdivision. If the Private Road serves only one lot the turm-around should be located near the building site.. In a subdivision with several lots the turn- around should be at the end of the road and -the necessary right-of-way provided. i 50' -� 40' 12' fravelway 40' rug RUbt.of-Way 1 20' Road Name and Si i The road name shall be verified with the Orange County Planning Department to insure that the proposed name does not dupbicate an existing name. The road sign must have one blade showing the name of the Private Road and another showing the name of the existing State maintained road. g i i