A. 
Minor residential streets shall have a minimum right-of-way of 50 feet.
B. 
Secondary or feeder streets shall have a minimum right-of-way of 54 feet.
C. 
The width of proposed future major roads shall be determined by the Board but shall be not less than 80 feet.
D. 
Where the right-of-way is 50 feet, there shall be 30 feet between the curblines.
E. 
Where the right-of-way is 54 feet, there shall be 34 feet between the curblines.
F. 
Where the right-of-way is 80 feet or wider, the minimum width between the curblines shall be as determined by the Board.
G. 
The required width of pavement shall be the distance between curblines, unless otherwise approved by the Board. Sidewalks shall be four feet in width and, in residential areas, shall be placed two feet outside the property line. The placing of any street trees, shrubbery or retaining walls within the right-of-way is not permitted without the approval of the Board.
A. 
All grading of streets shall be in accordance with the grades approved by the Village Engineer and the Nassau County Department of Public Works.
B. 
All streets shall be graded between property lines to conform to the established cross section and to provide for required pavements, drainage, utilities, sidewalks and driveway aprons. All driveway aprons shall be constructed to meet the sidewalk grade.
All gas and water mains required by the Board shall be installed in accordance with the specifications of the utility company or municipal authority or district serving the area.
A. 
All streetlights and streetlighting standards shall be installed in accordance with the specifications of the lighting agency serving the area. Where required by the Board, the Applicant shall install streetlighting standards.
B. 
Electric light and telephone wires shall be either underground or on poles along the rear property lines.
All storm and sanitary sewers shall be constructed in accordance with the specifications of the Village (if any) and the Nassau County Department of Public Works.
A. 
Permits. No construction of any stormwater drainage or storage basins required to be constructed by the Board upon its approval of a subdivision plat shall be commenced without first notifying the Board when such work is to begin and obtaining the written permission of the Village Clerk to begin such work.
B. 
Fences. No excavation for the pit in such a stormwater drainage or storage basin shall be made unless and until there shall be constructed a permanent fence entirely surrounding the proposed excavation, built in accordance with the specifications of the Nassau County Department of Public Works.
C. 
Safety. On and after the time of the commencement of the excavation for the pit on the site of the stormwater drainage or storage basin and until such time as the Village or the County of Nassau shall have accepted title to the plot on which it is located, the Applicant shall employ a watchman or guard or such number of them as shall be necessary to protect children against injury, who shall be maintained at such site at all times when work is being performed on the site. At all other times, the Applicant shall keep all entrances or means of ingress or egress in the fence closed and securely locked.
D. 
Liability insurance. No permit shall be issued to commence work on such a stormwater drainage or storage basin unless there shall be filed in the Office of the Village Clerk by the Applicant a public liability insurance policy insuring the Village and the Applicant, covering the operation of such Applicant and the construction of such stormwater drainage or storage basin, with limits of $50,000/$100,000, such insurance to continue in force until the performance bond has been discharged, the form and manner of execution of such policy of insurance to bear the approval of the Village Attorney.
E. 
Pending and uncompleted construction. Subsections A, B, C and D shall apply to all stormwater drainage and storage basins shown on plats for the subdivision of land which have been approved by the Board prior to the effective date hereof, except that if the performance bond for the installation of the improvements has been discharged, only Subsection C shall continue in force and effect.
F. 
Wherever there shall exist at the time of the effective date of these regulations any excavations for a stormwater drainage or storage basin shown on a plat for the subdivision of land approved by the Board, the following additional regulations shall apply:
(1) 
The Applicant shall file with the Board, within 15 days, the public liability insurance policy required in Subsection D.
(2) 
No further excavation shall be made until the permit to resume work shall have been issued by the Clerk.
(3) 
If the stormwater drainage or storage basin has not been completely surrounded by a fence and the performance bond furnished to the Village for the installation of the improvements has not been discharged, the Applicant shall immediately:
(a) 
Employ a watchman or guard or such number of them as shall be necessary to protect children against injury, who shall be maintained at such site from 7:00 a.m. to two hours after sundown daily until a fence completely surrounding such excavation shall have been erected and constructed in accordance with the specifications of the Nassau County Department of Public Works.
(b) 
Proceed to install the fence required in Subsection B.
Monuments shall be reinforced concrete or stone and shall be four inches square with a length of at least 36 inches and shall be embedded the full depth.
Street signs shall be placed at all intersections and shall be constructed as follows:
A. 
Standard. Steel post three inches in diameter or galvanized iron 2 1/2 inches in diameter, 10 feet in length with 2 1/2 feet embedded in concrete and 7 1/2 feet above grade, finished at top with post cap; and
B. 
Sign. Galvanized or bonderized steel, twelve-gauge, 4 1/2 inches in width by a length of between 19 inches and 30 inches, securely fastened to a post cap to prevent swinging or turning. The sign shall be of durable finish with letters at least two inches in height; or
C. 
Street signs of different design and specifications may be placed upon approval of the Board.
Bulkheading shall be constructed in accordance with the specifications of the Nassau County Department of Public Works.
The Village will employ inspectors to ensure the satisfactory completion of improvements and utilities required by the Village. If the Applicant elects to install such improvements and utilities before the final approval of the plat, the Applicant shall notify the Village Engineer in writing and an inspector will be assigned thereto. If a bond is to be given to ensure completion of such improvements, the Village will assign an inspector to ensure such satisfactory completion after final approval of the plat. The Applicant shall pay to the Village the cost of such inspections.
All street paving, curbs, gutter slabs, sidewalks and driveway aprons shall be constructed in accordance with specifications for subdivisions as prepared by the Nassau County Department of Public Works and in effect at the time of final approval of the plat. Detailed specifications are on file with the Village and of the Nassau County Department of Public Works. The general types, thickness and other requirements are as follows:
A. 
Pavement specifications.
(1) 
Bituminous-type pavement.
(a) 
Base.
[1] 
Macadam base of broken stone compacted to a thickness of five inches and penetrated with a bituminous material; or
[2] 
Broken stone base compacted to a thickness of five inches, filled with sand and mechanically bonded; or
[3] 
Concrete base five inches thick, mixed proportionately using one part portland cement, three parts sand and six parts screened gravel or broken stone, measured separately by weight.
(b) 
Top wearing course. Bituminous concrete compacted to a minimum thickness of two inches, with the exception of the concrete base, in which case the compacted thickness shall be a minimum of 1 1/2 inches. In order to produce a wearing course of uniform thickness and smooth surface, such bituminous concrete shall be applied and spread by a power-driven bituminous concrete paver.
(2) 
Concrete-type pavement. A six-inch-thick portland cement reinforced concrete pavement, mixed proportionately using one part portland cement with two parts washed sand and four parts broken stone aggregate, measured separately by weight.
B. 
Curb specifications. Curbs shall be 18 inches in depth, with five inches extending above the waterline and six inches in width at the top expanding to a width of seven inches at the waterline and continuing at that width to the bottom. The curb shall be constructed of concrete with a one-to-two-to-four mix.
C. 
Gutter slab specifications. A gutter slab of concrete will be required in conjunction with a bituminous-type pavement where the gradient is less than 0.3% and shall be constructed three feet wide adjacent to the curb with a one-to-two-to-four mix and six inches thick.
D. 
Sidewalk specifications. Sidewalks shall be four inches thick and at least four feet wide, constructed of one course with a one-to-two-to-four mix. Where the sidewalk is laid in driveway entrances, it shall be six inches thick.
E. 
Driveway apron specifications. Driveway aprons shall be six inches thick, 10 feet in width at the face of curb and seven feet in width at the sidewalk, with a step in the face of curb of one inch, constructed of one course of concrete using a one-to-two-to-four mix.
F. 
The foregoing specifications are subject to change by the Village at any time. Specifications for any subdivisions approved prior to any change shall remain in force.