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Village of North Hills, NY
Nassau County
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Table of Contents
Table of Contents
During the entire period of construction, the applicant shall keep the site in a neat and orderly condition and shall immediately comply with the directives of the Village and all pertinent laws of the Village.
All work related to improvements required by these regulations or for the development of any subdivision or site plan shall be performed only between the hours of 8:00 a.m. and 6:00 p.m. on weekdays, excluding legal holidays. No work shall be permitted on Saturday, Sunday or legal holidays, except by express permission of the Board of Trustees or in case of emergency. The Code Enforcement Officer is empowered to have work stopped if it is being performed at other than the permitted hours. Any additional costs incurred by the applicant attendant to complying with this regulation shall be borne by the applicant.
A. 
The applicant shall provide sufficient and suitable toilets, well secluded, constructed and maintained in conformance with the local, county and state sanitary laws, for use of all workmen employed on the site.
B. 
On or before the completion of the work, the applicant shall remove all of the temporary buildings and structures used for this purpose.
C. 
All organic waste shall be removed from the property and disposed of in accordance with applicable sanitary regulations.
A. 
The flow of traffic or the safety thereof on any public street or highway within the Village shall not be restricted or endangered in any way by construction operations, equipment, vehicles or materials connected with the construction or sales operations of a subdivision.
B. 
The applicant shall provide for off-street parking space for all vehicles used in connection or sales operations. Equipment or materials shall not be stored within the right-of-way lines of any public street or highway.
All roads within a subdivision which are used by contractors or others and which have not been surfaced shall be treated effectively with calcium chloride or other materials which have dust-laying qualities.
A. 
Rainfall runoff from developments during construction operations must be confined to the site unless an adequate stormwater drainage system exists.
B. 
Methods of providing for temporary drainage shall be approved by the Village Engineer.
C. 
Stormwater runoff disposal onto existing roads, streets or private property is prohibited without the express written consent of the owner thereof.
All drainage facilities shall be maintained in a clean condition until time for use as directed by the Village.
A. 
Equipment for site improvement work shall be of modern type, in sound operating condition and adequate for the purpose for which it is to be used.
B. 
The opinion of the Village shall govern in any dispute as to compliance with this section.
Personnel engaged in construction of site improvements, buildings or structures shall be qualified and shall perform their duties in a manner satisfactory to the Village. In the sole opinion of the Code Enforcement Officer or the designee of the Code Enforcement Officer, if such person proves to be unqualified or not sufficiently responsible in the performance of such person's duties, such person shall be immediately replaced by the applicant upon request of the Village and shall no longer be permitted to work at such site.
A. 
The applicant is responsible for keeping all roads, streets and public and private property free of debris and damage caused by construction operations or by stormwater runoff from the subdivision. Any damage so caused shall immediately be repaired by the applicant at the applicant's sole expense.
B. 
If, after due notice from the Village, the applicant does not proceed within a period of time specified by the Code Enforcement Officer to make necessary repairs or to remove debris and to complete the same, the Village may take necessary corrective measures. The costs of any such corrective measures shall be paid by the applicant as part of the improvements to be performed and prior to issuance of any certificate of completion or occupancy.
In any emergency arising during construction where the applicant or the applicant's representative is not immediately available to take responsible charge, the Village may take such measures and render such decisions as may be necessary to control the situation. Any resultant costs shall be borne by the applicant at no expense to the Village.
The developer shall proceed with and perform all work in accordance with the best construction practice and take all necessary measures for the protection of the public health, safety and welfare.
A. 
No topsoil shall be removed from the area within the boundaries of the map except by special written permission of the Board upon proof that an excess exists and that the final plat has been filed with the Clerk. Such proof shall be in the form of a written affidavit submitted by a licensed surveyor, licensed landscape architect or professional engineer and shall be subject to verification by the Village.
B. 
No excess shall be deemed to exist until at least eight inches of topsoil is provided for in all disturbed portions of the development area, with the exception of those areas set aside for paved streets, driveways, walks and recharge basins.
C. 
Permission for removal of topsoil shall be valid for a period of time to be established by the Board, not to exceed 12 months.
D. 
Such permission for removal of topsoil shall be subject to the payment to the Village of a fee, for the purposes of supervision and regulation of the topsoil removal, as set forth in Chapter 130, Fees. The Board may also require the applicant to post a maintenance bond guaranteeing to the Village the maintenance and restoration of all streets to be used by trucks or other equipment in connection with the removal of topsoil, said bond to be from a surety company authorized to do business in the State of New York and to be approved by the Village Attorney as to form and manner of execution.[1]
[1]
Editor's Note: Amended at time of adoption of Code (see Ch. 1, General Provisions, Art. II).
E. 
The term "topsoil" shall mean the upper layer or layers of the ground consisting of organic matter, in which layer or layers pasture grass will readily grow and be sustained, as distinguished from subsoil.
F. 
Any person who is found guilty of having removed topsoil without a permit as required by this section or having removed topsoil in violation of any permit issued pursuant to this section shall be subject to a fine not to exceed $25 for each cubic yard of topsoil so removed or $5,000, whichever is more, or imprisonment for not more than 15 days, or both such fine or imprisonment. Each day on which topsoil is removed in violation of this section shall constitute a separate violation.
In all subdivisions the available topsoil shall be evenly distributed over all plots, and in no case shall the minimum depth be less than six inches at the time of placement. If required, the applicant shall bring in topsoil to comply with this requisite, except in areas where natural vegetation has not been disturbed.
Specifications for materials and methods of construction will conform to the Nassau County Standard Specifications for Construction of Highways and Bridges or any amendment or substitute thereto utilized by the County of Nassau, as in effect on the date of approval of the plans for such work.
A. 
All portland cement concrete for curbs, sidewalks, aprons and handicap ramps shall have an average compressive strength of 4,000 pounds per square inch in 28 days.
B. 
All bituminous concrete used for road pavement shall be plant mixed.
A. 
Minimum pavement cross sections for residential and commercial or industrial streets are shown on the Roadway Detail No. 1.[1]
[1]
Editor's Note: Roadway Detail No. 1 is included at the end of this chapter.
B. 
Subgrade.
(1) 
The roadway subgrade shall be prepared in accordance with the Nassau County Standard Specifications for Highways and Bridges.
(2) 
After the subgrade is compacted and shaped to the approved profile and before any base course material is placed, one of the following testing procedures must be performed and minimum acceptable test values achieved:
Test
Minimum Acceptable
Test Value
Benkleman beam
0.080 inches (characteristic deflection)
California bearing ratio (CBR)
10
Plate bearing test
50 pounds per square inch (12-inch-diameter plate, 0.2-inch deflection, 10 repetitions)
Resistance value (R)
45
A. 
Portland cement concrete and asphaltic concrete.
(1) 
All portland cement concrete and asphaltic concrete shall conform to New York State Department of Transportation Specifications (Section 400 and Section 500), including but not limited to composition of mixtures, weather and seasonal limitations, plant requirements, conditions of existing surfaces and method of placement. All portland cement concrete and asphaltic concrete shall be subject to laboratory tests to determine if they conform to said specifications.
(2) 
The developer shall provide the Village Engineer with a construction schedule so that plant computer tickets for materials and adequate samples for all required tests may be obtained.
B. 
Roadway subgrade.
(1) 
All subgrades will be visually inspected and tested prior to the placing of the roadway base course. Acceptable tests and test results are listed in the previous section of this chapter.
(2) 
The developer may choose one of the following options:
(a) 
To contract with an acceptable soils laboratory or engineer to perform one of the listed tests and to submit a copy of the test results, under seal of a professional engineer, to the Village.
(b) 
To request the Village to conduct the test, at the expense of the developer.
Belgian paving block curb and Belgian paving block curb and gutter shall meet the following specifications for acceptance by the Village:
A. 
Materials.
(1) 
Blocks shall be sound bluestone, sandstone or granite from an approve source and shall be subject to approval by the Village Engineer.
(2) 
Concrete shall be Class A transit-mixed concrete having a strength of 3,000 pounds per square inch with a maximum slump of three inches.
(3) 
Sand or gravel for block base under the gutter sections shall be clean and free from deleterious material.
B. 
Construction details.
(1) 
The area to receive the curb or curb and gutter shall be excavated to the required depth, and the subbase shall be thoroughly compacted using an approved vibrating plate tamper.
(2) 
Stone used for curbing shall be completely cleaned prior to setting into the concrete and shall be set to a true line and grade while the concrete is wet.
(3) 
The curbing shall be backfilled only when the concrete is set and no sooner than 24 hours after the concrete has been placed.
(4) 
Curbing or curbing and gutter shall be installed prior to the paving of the roadway section. Care shall be taken to guarantee that the curb or curb and gutter are not disturbed during the paving operations.
(5) 
Stones used to construct curbing or curbing and gutter shall be placed tight to each other with as small a space between stones as practicable.
(6) 
Any curb or curb and gutter section that does not present a smooth and constant profile, has protruding stones, or is not constructed in a workmanlike manner, as determined by the Village Engineer, will not be accepted by the Village.