A.
Prior to the granting of final approval, the subdivider shall have installed or shall have furnished performance guaranties for the ultimate installation of the following:
(1)
Streets.
[Amended 2-28-1974 by Ord. No. 1-1974; 8-15-1977 by Ord. No. 6-1977]
(a)
All streets shall be graded in accordance with approved profiles and shall be paved with the following:
[1]
Six-inch depth compacted Type 2, Class A or B subbase.
[2]
Five-inch depth compacted bituminous stabilized base course.
[3]
Two-and-one-half-inch minimum compacted thickness surface course of bituminous concrete FABC-2, laid in two layers. The first course shall be one-and-one-half-inch minimum thickness applied in one construction season. The second course shall be one-inch minimum thickness and applied in the second construction season. A period of time of five months shall elapse between the first and second courses unless a shorter period is approved by the Township Engineer.
[4]
The requirement of six-inch compacted thickness Type 2, Class A or B subbase will not be required where the seasonal highwater table is not within 2 1/2 feet of the top of the proposed subgrade and where a CBR of 15 or greater is obtained by proper testing of the existing subgrade material. Additional depth subbase in excess of the minimum six-inch depth required under Subsection A(1)(a)[1] above shall be installed if, in the opinion of the Engineer, six inches of subbase is not sufficient to provide a stable subgrade.
[5]
All low points in road profiles shall be properly underdrained as approved by the Township Engineer.
(b)
Test borings and observation wells, located at a minimum of five-hundred-foot intervals in street areas, to determine the types of soils and the water table shall be provided to the Township Engineer prior to any street construction. To ascertain the seasonal high-water table, these tests shall be performed between December 1 and April 30. If the performance of the tests during the above-mentioned time period causes an undue delay upon the developer or applicant, existing available data and an inspection of the site shall be the basis of determination by the Township Engineer of the probable seasonal highwater table. Additional test borings shall be supplied at any time prior to or during construction, if requested by the Township Engineer, in areas of questionable subgrade conditions.
(c)
An underdrain system satisfactory to the Township Engineer shall be designed and installed in all street areas where the seasonal high-water table is within two feet six inches of the top of the proposed subgrade or where, in the opinion of the Engineer, subsurface conditions require underdraining to properly protect any proposed street construction. Underdrain systems shall consist of either combination drains, Type F underdrains and subbase outlet drains, or a combination thereof.
(d)
All materials and methods of construction shall comply with the New Jersey State Highway Department Standard Specifications for Road and Bridge Construction 1961, and all addenda and amendments thereto.
(e)
All the above are minimum requirements and, based on test borings, CBR tests, core borings, existing data, field observation and information, the installation of underdrains, subbase and/or alternate pavement designs may be required at any time during construction.
(f)
The costs of all soil test borings, CBR tests, core borings, field investigation and observations and research and compilation of existing data regarding the suitability of land for street construction shall be the responsibility of the applicant and/or subdivider, including any such work performed by the Township Engineer who shall have the right to verify and/or conduct such additional tests deemed necessary. All costs incurred by the Township Engineer shall be paid from escrow deposits required in § 215-16.
(2)
Street signs.
(3)
Curbs and/or gutters. Curbs shall be six feet by eight feet by 18 inches Class B concrete. Forms shall be set in accordance with approved lines and grades. Radial curbing shall be formed in an arc segment in a smooth curve, and the use of chord segments is hereby specifically prohibited.
[Amended 12-20-1960]
(4)
Sidewalks.
(5)
Streetlighting.
(6)
Shade trees.
(7)
Topsoil protection. No topsoil shall be removed from the site or used as spoil. Topsoil moved during the course of construction shall be redistributed so as to provide at least six inches of cover to all areas of the subdivision and shall be stabilized by seeding or planting.
(8)
Monuments.
[Amended 8-12-1997 by Ord. No. 18-1997]
(a)
Monuments shall be the size and shape required by N.J.S.A. 46:23-9.12 (the Map Filing Law) and be placed in accordance with said statute and indicated on the final plat.
(b)
Each lot subdivided, individual lots which are surveyed, construction of a fence or any construction that requires a setback to be ascertained shall be required to be monumented or staked to preserve lot identities.
(c)
Monuments shall be the size and shape as described in the statute above. In the alternative, all lot corners or changes in the bearing of the line, or such other place in the lot line as is described in the Map Filing Law set forth above, shall be marked with a metal alloy pin of permanent character. Wooden stakes are not permitted, and the property owner or developer may not waive this requirement for monumentation.
(9)
Water mains, culverts, storm sewers and sanitary sewers and fire hydrants. All such installation shall be properly connected with an approved system and shall be adequate to handle all present and probable future development.
(a)
The developers or owners shall lay all sewer mains, connections and appurtenances in the streets, on specifications and under the inspection of the Township Engineer, approved by the Engineer or his representatives.
(b)
The developers or owners shall make all house connections within the street limits from the curb to the main, including the Y-branches, and provide each house connection with a vent at the curb.
(c)
All expenses shall be paid by the developers or owners, including plans, specifications and inspection of the construction.
(d)
The township shall receive deed for all right, title and interest in the collection system lines, storm sewers, water mains and culverts.
(e)
Sewer mains in the street may be a greater diameter than necessary to serve the project, in which case increased cost shall be paid by developers situate the further distance from the treatment plant than the previous development, said additional costs to be deposited with the township in cash.
(f)
The developer or owner shall pay for all construction, including replacement of roadway pavement materials similar to present composition.
(g)
The developer or owner shall be responsible for obtaining all permits required in the construction.
(h)
The homeowner shall pay an annual sewer rental as established by the township.
(i)
The current sewer connection charge shall be paid to the township for each connection.
(10)
Recycling containers. Developers or owners shall furnish every new home with a recycling container for the Township curbside recycling program. The color and size of the container will be determined by the Township's Clerk office.
[Added 4-13-2004 by Ord. No. 7-2004]
B.
All of the above-listed improvements shall be subject to inspection and approval by the Municipal Engineer, who shall be notified by the developer at least 24 hours prior to the start of construction. No underground installation shall be covered until inspected and approved.