A. For the purposes of this Chapter, a hard surface driveway shall be any permanent driveway serving a residential lot constructed in accordance with one of the following pavement designs:
Surface
|
Base Course
|
Subgrade
|
(1) 11/2" Bit. Concrete | 5" crushed aggregate (CA-6) | Dense Clay (90% mod. proctor min.) |
(2) 5" Port. Cement Concrete (reinf. or nonreinf.) | 2" gravel bed and dense clay | |
(3) 8" crushed stone (CA-6) aggregate | Dense Clay (90% mod. proctor min.) | |
(4) Other equivalent designs as approved by the Village Engineer |
B. All hard surface driveways shall meet the following additional requirements:
1. The driveway culvert shall be placed in accordance with an approved site development permit for the property in question.
2. The driveway culvert and the driveway base course shall be completed prior to the commencement of any on-site construction, including preparatory site grading, and shall be the only access utilized for construction vehicles or equipment.
3. The driveway surface course shall be completed prior to the issuance of any occupancy permit for the subject property.
4. Each culvert shall be at least twelve inches (12") in diameter and shall extend at least five feet (5') beyond and on either side of the paved portion of the driveway, and shall be constructed of fourteen (14) gauge galvanized steel or of such other material of equivalent strength and resistance to corrosion as approved by the Village Engineer.
5. At each end of the culvert as specified in subparagraph B4 above, a flared end section, of the same material as the culvert, shall be installed. The total length of the culvert, including such flared end sections, shall not exceed forty feet (40').