[Adopted 12-28-1968 by Ord. No. 15-68 (Ch. 76, Art. II, of the 1972 Code)]
A. 
No map profile which provides for, shows or delineates thereon any street within the limits of the Borough of Kinnelon shall be approved by the Planning Board of said Borough for filing in the office of the Clerk of Morris County unless it shall in all respects be in accordance with the laws of the State of New Jersey and shall conform to the following requirements:
(1) 
No street shall have a right-of-way width of less than 50 feet. All pavement shall be constructed in the center of the right-of-way, except those pavements that, in the opinion of the Planning Board, may vary slightly for topographic reasons.
(2) 
All roads shall have a paved width of at least 26 feet. The Planning Board may require wider paved width where, in its opinion, such would be for the safety and welfare of the people.
(3) 
Cul-de-sac streets shall not be longer than 1,000 feet, cumulative. The length of said cul-de-sac streets shall be measured beginning at the further side of the bulb of the cul-de-sac and shall run to the curb of the first through street, which shall not be more than 1,000 feet from the beginning. Cul-de-sac streets shall provide a paved and curbed turnaround at the end of the right-of-way radius of not less than 55 feet. The turnaround area shall be tangent, whenever possible, to the right side of the street upon entering. There shall be a minimum pavement radius of 45 feet on the cul-de-sac. If the cul-de-sac street is of a temporary nature, an easement for a conforming turnaround shall be provided on the preliminary and final subdivision maps. Provisions shall also be made on the maps for the future extension of the road, reversion of the excess right-of-way to the adjoining properties and removal and restoration of the temporary cul-de-sac and area. Such removal and restoration shall be the responsibility of the developer who extends the street. All dead-end roads shall have a maximum grade of 5% and a minimum grade of 1%.
[Amended 3-19-1987 by Ord. No. 3-87; 6-18-1987 by Ord. No. 9-87]
(4) 
Any road center-line radius of less than 200 feet will require widening of the paved area. The extent of the widening will be determined by the Borough Engineer and approved by the Planning Board.
(5) 
All roads shall have a maximum grade of 10% and a minimum grade of 1%, except as approved by the Engineer and the Planning Board.
(6) 
Each street shall be improved with a pavement constructed in accordance with the following specifications:
(a) 
Four-inch-thick macadam base course.
[1] 
Description. The macadam base course shall include the preparation of the subgrade and the construction of pavement base courses of macadam to the prescribed lines, grades and dimensions at the prescribed locations in accordance with plans and specifications.
[2] 
Materials. The aggregate shall be two-and-one-half-inch stone with screening B used for binder. Gradation and quality shall be in conformity with the New Jersey State Highway Department requirements. Other base materials shall be permitted only with the approval of the Borough Engineer.
[3] 
Method of construction. The subgrade shall be stable and in a properly finished condition and shall not be wet or frozen when the base course is to be placed thereon. The aggregate shall be spread on the subgrade in a layer of the proper depth and shall be compacted with three-wheel power-driven rollers having a load of not less than 330 pounds per lineal inch of tread of rear wheels until thoroughly consolidated. The binder shall then be spread over the aggregate in small quantities and shall be swept and rolled into the voids, care being taken to form no surface crust. More binder shall be spread, swept and rolled as may be necessary to fill all voids until the aggregate ceases to sink or creep under the roller. No rolling shall be done when the binder is wet, and the binder shall not be dumped or stored on the aggregate. If during the construction the subgrade is forced below its proper level or up into the voids of the aggregate, the builder shall remove and replace loose and unstable subgrade material, reshape the subgrade and replace and reconsolidate the base course to the satisfaction of the Borough Engineer. The finished base course shall be at the prescribed grade and contour, shall have the required four-inch depth and width, shall be free from excess binder, ruts and loose stones, and shall show no evidence of instability and other defects. Vibratory compaction equipment may be used in lieu of power rollers, subject to the approval of the Borough Engineer.
(b) 
Two-inch-thick bituminous stabilized base course.
[1] 
Description. The bituminous stabilized base course shall consist of soil aggregate and bituminous material uniformly mixed as hereinafter specified and placed on a previously constructed macadam base course.
[2] 
Materials. The soil aggregate and bituminous material shall be as specified in Article 3.2A.2 of the New Jersey State Highway Department Standard Specifications for Road and Bridge Construction, 1961, with addenda and latest revisions.
[3] 
Methods of construction.
[a] 
The methods of construction shall conform to Articles 3.2A.3 and 3.10.3 of the New Jersey State Highway Department Standard Specifications for Road and Bridge Construction, 1961.
[b] 
The mixture shall leave the plant at a temperature sufficient for workability under prevailing conditions. However, the temperature of the mixture when laid shall not be less than 200º F.
[c] 
The bituminous stabilized base shall be laid to a compacted depth of two inches, using an approved spreading and finishing machine. The equipment shall operate without tearing, shoving or gouging the material and shall be able to form a finished surface true to grade, contour, thickness and weight.
[d] 
Compaction shall be with a three-wheel power-driven roller having a load of not less than 330 pounds per inch of width of tread of rear wheel and a total metal weight of 10 tons, and a two-axle power-driven tandem roller having a load of not less than 250 pounds per inch of width of tread of drive roll and a total metal weight of not less than eight tons. Other rollers shall be subject to the approval of the Engineer. The rolling shall begin at the outside edge and work towards the center. The roller wheels shall be kept moist with only enough water to avoid picking up materials. The final compacted two-inch thickness shall weigh not less than 200 pounds per square yard.
[e] 
The bituminous stabilized base course shall be used as a wearing surface for a minimum period of six months before the surface course is laid. Therefore, all inlets, manholes, valves, etc., which protrude above the base course shall be provided with a bituminous ramping of the base material to provide free drainage at the drainage structures and adequate ramping at manholes and valves to avoid conflicts with snow removal equipment.
(c) 
One-and-one-half-inch-thick hot-mixed bituminous concrete, Type MABC-1, surface course.
[1] 
Description. Hot-mixed bituminous concrete, Type MABC-1, shall be applied to a compacted depth of 1 1/2 inches on the previously constructed base courses.
[2] 
Materials. Bituminous material, mineral filler, coarse and fine aggregate and tack coat materials shall be as specified in Article 3.10.2 of the New Jersey State Highway Department Standard Specifications for Road and Bridge Construction, 1961.
[3] 
Methods of construction.
[a] 
Prior to the laying of the surface course, the base shall be swept clean of all loose material and a tack coat applied. The methods of construction shall conform to Article 3.10.3 of the above-mentioned Standard Specifications.
[b] 
The surface course shall not be placed when the temperature is below 40º F. or when the weather is foggy, rainy or otherwise unfavorable, in the opinion of the Engineer. The base course shall be clean, dry and free from frost and maintained in that condition.
[c] 
The bituminous concrete surface course shall be laid to a compacted depth of 1 1/2 inches, using an approved spreading and finishing machine and compacting equipment as herein specified under § 173-10A(6)(b)[3][d]. The final compacted one-and-one-half inch thickness shall weigh not less than 165 pounds per square yard.
[d] 
All utility boxes, i.e., water, gas, etc., shall be raised to grade by the contractor. If their location or structure does not permit this, the proper utility shall be notified by the contractor. Any box or structure covered or broken shall be dug up and repaired or replaced.
(7) 
All roads except private roads shall be provided with beveled concrete curbing constructed in accordance with the standard details and specifications on file with the Engineer.
(8) 
Private roads shall conform to all the required specifications of this article, except that curbing will not be mandatory. If curbing is not used, dished gutters on both sides of a twenty-foot-paved-width roadway shall be required on all grades of 6% or more. Said dished gutters shall be continued to at least the first drainage inlet. Wherever gutters are not required, private roads shall have three-foot-wide shoulders constructed of shoulder stone seven inches in depth and compacted with a ten-ton roller.
(9) 
Private roads must be approved by the Planning Board, and the maintenance must be guaranteed by a bona fide organization which has shown evidence by previous performance of satisfactory road maintenance, or, at the discretion of the Planning Board, by a maintenance bond in an amount sufficient to make the necessary improvements to meet Borough standards. Said bond shall remain in force for as long as the roads remain private. Nothing herein shall exempt the requirements of § 173-14. Said private roads shall not be acceptable to the Borough of Kinnelon until they meet the standards of this article.
(10) 
During construction and prior to final acceptance of the road by the Borough, the Engineer may require the installation of underdrains where deemed necessary. Drains shall be constructed in accordance with the standard details and specifications on file with the Engineer.
(11) 
Guardrails[1] will be required along rights-of-way where, in the opinion of the Planning Board and the Borough Engineer, they are needed for public safety. Guardrails may also be required at any time during construction or prior to final acceptance of the road, as determined by the Engineer and the Planning Board.
[1]
Editor's Note: See Article I of this chapter, Guardrail Specifications.
(12) 
All drainage pipe shall be 18 inches minimum diameter. Minimum strength and material requirements shall be Class 111, Wall B, reinforced concrete pipe, or an approved equivalent, as specified in the New Jersey State Highway Department Standard Specifications for Road and Bridge Construction, 1961. Corrugated steel pipe will not be permitted.
(13) 
Drainage inlets, manholes, headwalls and other appurtenances shall be constructed in accordance with the standard details and specifications on file with the Engineer.
(14) 
Street signs are required and shall be installed as directed by the Engineer and Planning Board. The Planning Board shall reserve the right to recommend changes in or to reject proposed street names. Street signs shall be installed simultaneously with the installation of the macadam base course and shall be maintained by the developer until accepted by the Borough.
[Amended 10-16-1986 by Ord. No. 17-86]
(15) 
If requested, the contractor shall make records available to the Borough Engineer or his representative as to weight and quality of material used on subject road.
(16) 
Industrial and commercial areas, as designated by the Zoning Ordinance of the Borough of Kinnelon,[2] shall have roads as specified by the Planning Board.[3]
[2]
Editor's Note: See Ch. 207, Zoning.
[3]
Editor's Note: See Ch. 47, Land Use Procedures.
(17) 
The area behind the curb, as required by the Engineer and Planning Board, shall have a graded shoulder to provide for the future installation of utilities. In general, slopes in earth shall be 2:1 and slopes in rock shall be 1:4.
(18) 
The map shall clearly indicate the angle of intersection of each proposed street with other proposed streets and with existing streets. No two streets shall intersect at an angle of less than 60º nor more than 120º.
(19) 
Street intersections shall be rounded by an arc, the minimum radius of which shall be 30 feet.
(20) 
The map shall accurately indicate the location of all monuments and the material of which said monuments are composed. Monuments shall be located at diagonally opposite corners of each street interconnection, at the beginning and end of all curves and at all points as are necessary to establish definitely all lines on the map. Said monuments shall be accurately set, shall be of concrete, shall have a depth of at least 2 1/2 feet, and shall be at least six inches square at the bottom and five by five inches at the top. Where subsurface or rock condition shall make the setting of a two-and-one-half-foot monument impractical, the Municipal Engineer, in lieu thereof, may designate a monument of lesser length, which shall, however, be set permanently so as to be stable.
(21) 
The final map shall be drawn accurately to a scale of not less than one inch equals 100 feet. All dimensions inscribed on the map shall be to the nearest 1/100 of a foot. All bearings inscribed on the map shall be to the nearest 10 seconds. The lengths of all arcs, radii and tangents of any curved street lines or curved corner intersections shall be inscribed on the map to the nearest 1/100 of a foot, and the central angle to the nearest 10 seconds. The map shall designate thereon the direction of magnetic North.
(22) 
There shall be presented one original tracing and one copy of the map on translucent linen tracing cloth, with all delineations made thereon in black, fast-colored, waterproof drawing ink, together with five duplicate copies.
(23) 
The map shall bear the official seal of an engineer and land surveyor licensed by the State of New Jersey.
(24) 
Prior to the approval of any such map for filing by the said Planning Board, the following requirements shall be complied with:
(a) 
Proper petitions for such approval, signed and acknowledged as deeds of real estate, are required by law to be acknowledged by every owner of, and any other person or corporation having a lien upon or other legal or equitable estate or interest in, the mapped premises or in any land including or abutting the overall right-of-way width of any street proposed upon said map. Each such petition shall specify the name and address and the nature of the interest of each such owner and of each such person or corporation having a lien or other legal or equitable estate or interest, and shall be in such form that compliance or noncompliance with the provisions of this article shall readily appear.
(b) 
Said owner or owners will construct improvements as proposed on said map and will construct in accordance with aforesaid specifications and plans and the provisions of this article and other ordinances of the Borough of Kinnelon on or before a date specified in said petition, which date shall be not more than two years after the filing of said petition with the said Planning Board. Said date shall be subject to change with the consent of both said owner and the said Planning Board.
(c) 
Said owner or owners will pay to the Borough forthwith upon demand the expenses of the Borough in connection with the inspection of the grading and the construction of said roads and other improvements, not to exceed 2% of the total cost of such improvements.
(d) 
Said owner or owners will obtain and file with the Borough upon the completion of the proposed improvements a proper maintenance bond or bonds as provided in § 173-14 of this article.
(e) 
Construction plans, cross sections and profiles shall be drawn to a scale of not less than one inch equals 50 feet (horizontal) and one inch equals five feet (vertical) along the center line of each street, together with a description and location datum.
(f) 
Satisfactory drainage of tracts shall be provided as required by the Engineer and the Planning Board.
(g) 
A certificate of title acceptable to the Borough as to the ownership of the mapped premises and as to the interest of each person or corporation signing the said petition shall be presented to the Planning Board, said certificate of title to contain a statement as to the restrictive covenants or provisions to which any part of the mapped premises is subject.
(h) 
There shall also be presented to the Planning Board a copy of any restrictive covenant or provisions to be imposed upon the mapped premises or any part thereof, conditional to sale.
(25) 
All new roads shall be so oriented as to permit, within the limits of practicability and feasibility, the buildings constructed thereon to maximize solar gain.
[Added 9-16-1982 by Ord. No. 13-82]
No approval of a map for filing in the office of the Clerk of Morris County shall be granted by the Planning Board unless the petition and all accompanying documents have been presented to said Planning Board at a regular meeting thereof or at a special meeting called for that purpose, and a reasonable time has been afforded said Board for the proper consideration of such matter. Thirty days is hereby fixed as a reasonable time.
Neither the approval or any map for filing in the office of the Clerk of Morris County nor the inspection of any road shall obligate the said Borough to accept any street as a Borough or public street or shall imply an acceptance of any street, nor shall it obligate the said Borough to maintain, be responsible for the upkeep of or exercise jurisdiction over the same, unless such road is later constructed to the specifications of this article.
[Added 12-21-1989 by Ord. No. 24-89]
A. 
Conditions precedent. This provision shall be applicable upon failure of owners/developers to repair and maintain improvements before acceptance by the Borough and whenever officers or employees of the Borough determine that the condition of nonpublic improvements constitutes a hazard to the public.
B. 
Action by Borough. Appropriate emergency repair and maintenance and removal of snow and ice shall be undertaken by the Borough.
C. 
Cost of emergency services to be a lien. Whenever emergency services are provided with respect to nonpublic improvements, the cost thereof may be chargeable and accessible against the owner/developer of said improvements.
D. 
Extent of Borough obligation. Nothing in this provision shall be deemed or interpreted to constitute either a dedication of said improvements to the public or an acceptance thereof by the Borough. The purpose of this provision is to permit the Borough to perform certain emergency repairs and maintenance and to do certain snow plowing without any further obligation on the Borough's part to continue to perform these services.
[Amended 12-21-1989 by Ord. No. 21-89]
No street provided for, shown or delineated upon a map approved for filing in the office of the Clerk of Morris County pursuant to this article or the Land Subdivision Ordinance of the Borough of Kinnelon[1] shall be accepted as a Borough or public street and no land reserved thereon for public use shall be accepted by said Borough unless a maintenance guaranty in favor of the Borough shall be filed with the Planning Board upon completion of the required improvements and the acceptance thereof by the Borough, indemnifying the Borough against any and all losses resulting from the use of defective workmanship or materials in construction of the improvements; said maintenance guaranty shall be in an amount equal to 15% of the total cost of the improvements. The Borough shall have the right to effect necessary repairs due to defective materials or workmanship from the funds posted if the developer does not make the necessary repaired within 10 days after notification, in writing, by the Borough of Kinnelon.
[1]
Editor's Note: See Ch. 176, Subdivision of Land and Site Plans.
For the purposes of this article, the terms used herein are defined as follows:
MAP
Maps, plats, plans, charts and surveys of land presented for filing in accordance with the provisions of this article or referred to in any law.
STREET
A street, avenue, highway, boulevard, road, land, alley, viaduct or other way.
[Amended 2-16-1981 by L.L. No. 1-81]
A. 
Roads must have adequate drainage provisions, which provisions must have approval of the Borough Engineer. No road, driveway or other connection may be made with an existing road when such road, driveway, etc., interferes with the satisfactory drainage of said road.
B. 
All underdrains discharging from lots shall be tied into the street drainage system after issuance of a permit by the Borough Clerk following approval by the Borough Engineer.
No approval of a map for filing in the office of the Clerk of the County of Morris shall be granted by the Planning Board unless:
A. 
The streets shown thereon have been completed, together with all other improvements in accordance with this article; or
B. 
The owner or owners have entered into a written agreement with the Borough of Kinnelon for the construction of said improvements, which agreement shall be secured by a corporate performance guaranty bond, a certified check refundable to the subdivider or developer after full compliance or any other type of surety approved by the Borough Attorney and the Planning Board in an amount sufficient to cover the cost of all the improvements as estimated by the Borough Engineer and assuring the installation of such improvements on or before an agreed date, such date to be within two years.
[Amended 5-1-1972 by Ord. No. 9-72; 7-21-1988 by Ord. No. 12-88; 6-21-1990 by Ord. No. 4-90]
Any person, firm or corporation violating this article shall be subject, upon conviction, to one or more of the following at the discretion of the court: a fine not to exceed $1,000 or imprisonment in the county jail for a term not to exceed 90 days or community service not to exceed 90 days.