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Town of Bath, NY
Steuben County
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Table of Contents
Table of Contents
[Adopted 5-14-1962]
The purpose of this Article is to regulate the laying out and construction of highways prior to their dedication to the Town of Bath as public highways.
A. 
As used in this Article, the following terms shall have the meanings indicated:
HIGHWAY
Includes any type of street or thoroughfare constructed or planned to be constructed for dedication to the Town of Bath as a public highway pursuant to law.
B. 
Wherever used in this Article, words in the singular number include the plural, and words in the plural number include the singular. The word "shall" is mandatory and not directory. Words in the present tense include the future.
A. 
All applications for approval of plans shall be made as hereinafter specified in this Article.
B. 
All applications shall be accompanied by three copies of the highway plan and profiles of each highway showing existing and proposed grades as well as all the necessary detail required by the provisions of this Article.
C. 
All applications for the dedication of a highway to the Town of Bath shall be accompanied by a proposed warranty deed conveying said highway to the town, with all necessary releases from mortgages or other claimants. Such deed shall describe the street to be conveyed as shown on map and shall state the date on which said map was filed in the Steuben County Clerk's office and the number thereof.
A. 
The owner or all the owners shall have had the land comprising the highway surveyed and mapped, and a map thereof shall have been filed in the Steuben County Clerk's office, and adequate metal or stone boundary markers shall be inserted in a permanent manner at intervals of not less than 500 feet on tangents and at point of curvature and point of tangency of curves along all boundary lines of such highways.
B. 
If sewer, water, gas or other utility service is to be installed in such highway, it shall be installed prior to the final surfacing of such highway, and all laterals and other service connections shall be installed and brought to the outer street line prior to such final surfacing. Any utilities installed in a roadway to be dedicated to the town shall be installed in such a manner as to allow the normal maintenance of the roadway. Utility companies shall contact the Town Superintendent of Highways prior to installation and provide as-built maps of all installations.
[Amended 2-8-1993 by L.L. No. 1-1993]
The minimum width of streets or highways hereinafter laid out shall be 50 feet. These widths shall be measured from lot line to lot line. Said widths shall be measured normal to the lot lines on tangents and on radial lines with curves. Approved turnarounds or T's are to be used on dead-end streets.
There shall be no reserve strips controlling access to highways, except where control of such strips is definitely placed in the town under the offer to dedicate.
Highway grades shall not exceed 6% nor be less than 1% at the gutter. Changes may be made with approval of the Town Superintendent.
A. 
The highway shall be shaped and crowned so as to slope laterally in order to drain surface water off the carriageway onto sides of the highway, where shallow ditches or gutters shall be built to carry off said water. If the grade or pitch of the road is sharp so that the flow of surface water might wash out said ditches or gutters, the same shall be lined with stone and bound with hard topping to prevent such washing out. These ditches or gutters shall be connected at all intersections by piping of a size and length prescribed by the Superintendent of Highways of the Town of Bath, and he may require the installation of catch basins at such locations as he deems necessary to properly catch and carry off such surface water as he may estimate will accumulate along the highway or at said highway intersections. Project developers shall furnish and install driveway culverts (where required) of a size and type and at a line and grade to be determined by the Town Superintendent of Highways. Headwalls may be required by the Town Superintendent. Bridges having over a twenty-five-foot span are to be approved by the County Superintendent, and those under 25 feet are to be approved by the Town Superintendent.
[Amended 2-8-1993 by L.L. No. 1-1993]
B. 
Proper drainage shall be installed where required. Reinforced concrete pipe or corrugated iron pipe shall be used throughout for all culverts or surface drains. Said pipe is to conform to the standard usage adopted by the Town Superintendent of Highways. A profile map, in duplicate, shall be filed with the Town Board, showing the grade and fall of surface water to be not less than 1% and also showing the final disposition of flow, which must be to a live stream or well-established natural drainage ditch. If the grade and fall of surface water is shown to be less than the above prescribed, the Superintendent of Highways of the Town of Bath shall require the installation of a surface water drainage system consisting of piping and catch basins of such size as he deems necessary under the circumstances. In the case where access to a live stream or well-established natural drainage ditch is required, easements or rights-of-way leading thereto shall be secured and conveyed to the Town of Bath as below set forth.
C. 
The developer or owner laying out said street or highway shall obtain all necessary easements or rights-of-way to take care of any surface water caused by reason of the development of said street or highway and by reason of the installation of culverts or surface drains. No street or highway will be taken over by the Town of Bath nor approved by the Town Superintendent of Highways before such necessary easement5 or rights-of-way have been obtained, and the legal sufficiency thereof shall be passed upon by the Attorney for the Town of Bath. Such easements or rights of way shall be at least 20 feet in width.
[Amended 2-8-1993 by L.L. No. 1-1993]
A. 
Prior to being offered for dedication to the town, all streets shall be graded and surfaced as follows:
(1) 
All highways or roads offered for dedication shall be suitably and properly graded and shall meet with the approval of the Town Superintendent of Highways.
(2) 
There shall be a carriageway of at least 28 feet in width located in the center of the proposed highway. All topsoil and unsuitable base material shall be removed, and said carriageway or roadway shall be covered with fill. Fill to be added shall be suitable run-of-bank gravel, a minimum of 10 inches deep, properly crowned and compacted, to be approved by the Town Superintendent of Highways. All boulder, organic materials, soft clay, spongy material and any other objectionable material shall be removed and replaced with suitable material. The subgrade shall be properly shaped, rolled and uniformly compacted to conform to the accepted cross-section and grades. Greater thickness of run-of-bank gravel, stabilization fabric, approved underdrains or a combination thereof where poor subsoil is encountered may be ordered by the Town Superintendent of Highways. The base course shall consist of crushed or screened gravel compressed in lifts of a maximum of eight inches to a total depth of 12 inches minimum. The first lift shall be two-inch gravel, and the second lift shall be one-and-one-half-inch gravel. Greater thicknesses of crushed or screened gravel may be required if the volume or weight of expected traffic warrants.
B. 
Screened or crushed gravel shall consist of hard, durable particles of gravel and filler sand mixed at a ratio of 50% to 70% gravel and 30% to 50% sand. A maximum of 8% clay is allowed. The gravel shall be free from organic matter and lumps or balls of clay. Shale, silt or crumbly rock will not be acceptable.
C. 
Run-of-bank gravel shall consist of hard, durable particles of gravel and filler sand or other finely divided mineral matter. The gravel shall be free from organic matter and lumps or balls of clay. Shale, silt or crumbly rock will not be acceptable.
D. 
The gravel base shall be covered with either three-inch minimum compacted hot-mix bituminous binder with one-inch minimum compacted top or three-inch minimum compacted cold mix bituminous with the chip seal top. The Town Superintendent of Highways will determine which type of surface and the exact type of mixes to be used based on proposed weight and volume of traffic. The minimum width of pavement shall be 20 feet. Where curbing is used, the pavement shall cover the shoulders to a width sufficient to extend under the curb. Where curbing is not used, four-foot minimum width compacted gravel shoulders shall be used. The Town Superintendent of Highways of the Town of Bath shall be required to inspect and approve the subbase, base and application of bituminous surface and shall be consulted as to the time of application and interval between treatments.
E. 
All banks shall be set back and sloped in amounts sufficient to prevent interference with normal road operations and soil erosion. All banks, slopes, spoil areas and any other areas left stripped shall be stabilized if necessary and any other areas left stripped shall be stabilized if necessary and seeded and mulched.
F. 
Street or highway regulatory and warning signs shall be erected by the owner or developer in the first instance, later to be maintained by the Town of Bath. Signs shall be placed in accordance with the latest New York State Manual of Uniform Traffic Control Devices. Signpost size and type and any variables in signage allows by MUTCD will be consistent with existing signage throughout the Town of Bath as determined by the Town Superintendent of Highways.
When a street has been accepted by the town under conditions outlined in § 277 of the Town Law pending final surfacing and approval, the responsibility and liability for maintenance of the drainage system and surface carriageway shall rest with the owners and/or developers. The town shall have the responsibility and liability for snow removal and ice control.
The County of Steuben Superintendent of Highways shall make the final decision on sizes and quantities of materials, methods of construction and other details outlined in §§ 103-7 through 103-10 if the Town Superintendent and the owners and/or developers are unable to agree.
A. 
The use of proper names for street names is discouraged. The Town Board of the Town of Bath must, by law, approve street names and may change any chosen by the developer or owner to avoid duplication or for any other reason of its own.
B. 
Street signs three inches wide and 18 inches long at the top of iron piles three inches in diameter shall be erected by the owner or developer in the first instance, later to be maintained by the Town of Bath.
No street or highway shall be taken over by the town unless it meets all of the above requirements and approval of the Town Superintendent of Highways. No special district improvements shall be placed or installed in any street or highway of the town until plans and construction have been approved by the Superintendent of Highways.
A. 
Approval, in writing, shall be obtained by the owners and/or developers from the New York State Department of Public Works regarding drainage where proposed streets or highways intersect state roads and its permission to connect said streets with such roads.
B. 
Approval, in writing, shall be obtained by the owners and/or developers from the Steuben County Superintendent of Highways regarding drainage where proposed streets or highways intersect county roads and his permission to connect said streets with such roads.
All previous regulations or resolutions affecting the acceptance of streets by the town are hereby rescinded.
The Town Board may, in the exercise of its best judgment, refuse to accept title to any street, roadway or highway in said town, notwithstanding that all the foregoing rules and regulations have been performed and complied with.
The property at all street corners shall be rounded or otherwise set back sufficiently to allow a radius on the property line of 50 feet. The Town Superintendent of Highways may modify this requirement.