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Town of Milo, NY
Yates County
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Table of Contents
Table of Contents
Code
Zoning Map New Laws (6) Index Notes (10)
The construction of Town highways shall conform to the design requirements of Article IV of this chapter and the latest revision of the NYSDOT Standard Specifications, including any NYSDOT Engineering Instructions or Bulletins, as well as the sections within this article unless alternatives are approved by the Town Highway Superintendent, in writing, in advance.
The applicant shall provide permanent and temporary erosion control measures to minimize erosion and sedimentation during and after construction according to approved erosion and sediment control plans. The applicant shall not modify the type, size, or location of any control or practice without approval from the authority having jurisdiction.
The applicant shall provide permanent and temporary stormwater management measures to minimize stormwater-related concerns during and after construction according to approved stormwater management plan. The applicant shall not modify the type, size, or location of any control or practice without approval from the authority having jurisdiction.
The width of the subgrade shall be equal to the width of the aggregate base. The elevation of the subgrade is determined by the approved design drawings and details.
Perforated underdrain pipe, wrapped in geotextile drainage fabric or approved backfill material, may be required by the Town Highway Superintendent where side hill seepage is encountered or in any other area where groundwater will impair the integrity of the Town highway.
After the subgrade has been approved, all utilities designed to be installed within the highway's right-of-way shall be installed in accordance with the specifications of the authority having jurisdiction. All utilities shall be installed prior to the installation of the aggregate base and HMA unless approved otherwise by the Town Highway Superintendent.
Geotextile stabilization fabric is required under the aggregate base. This requirement may be waived by the Town Highway Superintendent if such base is built on solid rock or similar geological formations. The waiver must be obtained in writing prior to proceeding with work.
A. 
The aggregate base shall be at least 18 inches compacted depth. The material used shall be NYSDOT Spec 667 Type B.
B. 
The aggregate base shall cover the entire area of the subgrade.
C. 
A thicker aggregate base may be required for special conditions, including but not limited to high traffic volume and/or poor subgrade conditions.
D. 
The aggregate base shall be installed in lifts not to exceed six inches.
E. 
Once the aggregate base has been placed, no vehicular traffic shall be permitted until such time that the HMA has been placed unless approved otherwise by the Town Highway Superintendent.
A. 
The overall depth of the HMA layer shall not be less than four inches unless approved in advance by the Town Highway Superintendent. All HMA materials shall be placed in accordance with the most current NYSDOT specifications.