[Adopted 11-5-1952]
For the purposes of this article, the terms used herein are defined as follows:
BOROUGH
The Borough of Wanaque.
DIVISION, SECTION and ARTICLE
Numbers given herein refer to the paragraphs in the "New Jersey State Highway Specifications, 1961."
ENGINEER
The Borough Engineer of the Borough of Wanaque.
HIGHWAY
An improved right-of-way over which there is a public right of passage, and which traverses this Borough from one side to another, and which includes any portion of streets, roads or highways composing it, also including the term "through street."
MAYOR AND COUNCIL
The Mayor and Council of the Borough of Wanaque.
OWNER
Any person, firm, association or corporation having an interest in the subject matter of this article, and shall include, for the purposes of this article, the developer, applicant, agent, attorney, engineer or other person representing such "owner" as herein defined.
ROAD
A general term that describes a right-of-way over which there is a public right of passage, whether improved or unimproved.
STREET
A right-of-way over which there is a public right of passage, which serves only a limited portion of this Borough.
UNIMPROVED ROADS
Any road or street not meeting the requirements of this article and not having curbs and sidewalks and adequate drainage facilities.
After this article becomes effective, no street, road, highway, sidewalk or curb shall be accepted by the Borough Council and taken over as a municipal road and maintained as such unless it complies with the following specifications and requirements, and no map submitted to the Borough Council for approval showing a street, road or highway will be approved and the streets, roads or highways thereon accepted as municipal roads and maintained as such unless the following specifications and requirements are complied with as far as possible on such map. The said map shall be accompanied with a proper guaranty by the applicant, which guaranty shall be approved by the Borough Attorney to meet these specifications and requirements. All new streets and roads in the Borough shall be constructed within a right-of-way having a minimum width of 50 feet measured from lot line to lot line, and shall not be less than the following:
A. 
Collector streets having a minimum right-of-way width of 60 feet shall be graded and paved to a minimum width of 36 feet between curbs.
B. 
Minor streets having a minimum right-of-way width of 50 feet shall be graded and paved to a minimum width of 30 feet between curbs.
C. 
Marginal access streets having a minimum right-of-way width of 50 feet shall be graded and paved to a minimum width of 30 feet between curbs.
D. 
The right-of-way width for internal roads and alleys in multifamily, commercial and industrial development shall be determined on an individual basis, and shall in all cases be of sufficient width and design to safely accommodate the maximum traffic, parking and loading needs and maximum access for fire-fighting equipment.
E. 
Where the right-of-way width is 50 feet, the street shall be paved with a seven-and-one-half-inch thick bituminous concrete pavement, which pavement shall consist of a four-inch macadam foundation course, a two-inch bituminous concrete binder course and a one-and-one half-inch bituminous concrete surface course. Where the right-of-way width is 60 feet, the street shall be paved with a nine-and-one-half-inch thick bituminous concrete pavement, which pavement shall consist of a five-inch macadam foundation course, a three-inch bituminous concrete binder course and a one-and-one-half-inch bituminous concrete surface course. All pavement construction shall conform to the following specifications as shown on a document entitled "Plans of the Minimum Standards of Roadway Construction in the Borough of Wanaque, Passaic County, New Jersey," three copies of which are on file in the office of the Borough Clerk of the Borough of Wanaque.
F. 
An adequate drainage system sufficient to handle all drainage at all times and to prevent the collection of water in puddles on the right-of-way must be provided, and the location of catch basins, drains, outlets and other parts of this drainage system must be accurately and distinctly shown on the surveys or maps filed with the Borough and approved before acceptance of such road and map. The construction of such system must be in accordance with the specifications of the New Jersey State Highway Department.
G. 
All outlets and structures used in the right-of-way must be accurately and clearly designated on the map or survey. An easement must be provided for all outlets from the road right-of-way to places of disposal.
H. 
If any natural watercourse or stream crosses the right-of-way, proper provision for carrying it must be made and shown on the map or survey. If the stream is such as to come under the jurisdiction of the Board of Chosen Freeholders of the County of Passaic, written consent to the location of the road, street or highway must be provided. and the map or survey must show what type of structure, culvert or bridge will be provided for the watercourse or stream.
I. 
The survey or map showing the location and setting of monuments, grading and contours must have the approval of the Borough Engineer and the Borough Council, along with the Passaic County Planning Board.
J. 
The location and termini of the right-of-way must be such as to conform and not interfere with other roads, streets or highways of the Borough, and shall be so constructed as not to constitute a traffic hazard or to seriously interfere with the access of any abutting property owner to a through street or highway.
K. 
The title to the right-of-way must be approved by the Borough Attorney, and any deeds of dedication, releases of mortgages or other liens must be provided whenever required by the Attorney, at the cost and expense of the owner.
A. 
Macadam foundation course.
(1) 
Description. The macadam foundation course shall consist of the construction of a pavement base course of macadam and the preparation of the subgrade.
(2) 
Materials. The materials for large aggregate and screenings shall be broken stone of trap rock, granite, gneiss, dolomite or limestone or blast furnace slag. The largest aggregate shall be 2 1/2 inches in size. The materials shall conform to the requirements of Article 8.5.5 and Article 8.5.7, respectively, of the "New Jersey State Highway Department Standard Specifications, 1961."
(3) 
Methods of construction.
(a) 
No stone shall be laid on the subgrade until the subgrade has been thoroughly inspected by the Borough Engineer or his duly authorized representative and meets his approval.
(b) 
The macacam foundation course shall be constructed of two-and-one-half-inch crushed stone rolled to a minimum thickness of four inches, or as specified, with a three-wheeled power roller weighing not less than 10 tons and a weight on the rear rolls of not less than 330 pounds per inch of width of roll. The rolling shall begin at the sides and progress to the center parallel to the center line of the road. After the stone has been properly rolled, stone dust shall be spread over its surface and worked into the voids. This dust shall be applied in thin layers with intermittent rolling between each application. After completion of the rolling, the entire base surface shall be broomed and swept so no surplus stone dust remains on the surface. The faces of the two-and-one-half-inch stones shall show clean and clear. Areas that have become loose, raveled or rutted shall be repaired and rerolled to the satisfaction of the Engineer or his duly authorized representative.
(c) 
The macadam foundation shall not be constructed more than two weeks prior to the time that the bituminous surface is to be applied. The contractor or developer shall repair any foundation defects to the satisfaction of the Engineer or his duly authorized representative if construction procedure is otherwise.
(4) 
Materials. Soil aggregates shall be natural or prepared mixtures consisting predominantly of hard durable particles or fragments of stone, sand and stone dust for stone mix, or hard durable particles or fragments of gravel and sand containing some silt clay or stone dust for gravel mix, meeting the requirements as specified under Definition or Constituents Materials in Article 8.8.1, Soil Aggregates, and so combined that they will produce mixtures conforming to the gradation requirements hereinafter specified. The soil aggregates shall be free from vegetable matter, lumps or balls of clay, adherent films of clay or other matter that will prevent thorough coating with bituminous material. The portion passing the No. 40 sieve shall be nonplastic when tested in accordance with A.A.S.H.O. Designation T91.
B. 
Bituminous concrete binder course type CA-BC.
(1) 
Description. The bituminous concrete for type CA-BC shall be composed of course aggregate, fine aggregate, mineral filler and bituminous material.
(2) 
Materials.
(a) 
Bituminous material shall be asphalt cement, penetration grade 85-100, conforming to the requirements therefor as specified in Article 8.1.2 of the "New Jersey State Highway Department Standard Specifications, 1961."
(b) 
Coarse aggregate shall be broken stone of three-quarter-inch size prepared from trap rock, gneiss, granite or dolomite, conforming to the quality requirements as specified respectively therefor in Article 8.5.5. The grading requirements shall conform to Article 8.5.4, Table 28, of the "New Jersey State Highway Department Standard Specifications, 1961."
(c) 
Fine aggregate shall conform to the requirements specified therefor in Article 8.5.12 of the "New Jersey State Highway Department Standard Specifications, 1961."
(3) 
Methods of construction.
(a) 
Prior to the construction of the binder course type CA-BC, a prime coat of asphaltic oil grade MC-30 shall be spread over the entire macadam base course at an application rate of 1/5 gallon per square yard in accordance with the "New Jersey State Highway Department Standard Specifications, 1961." The bituminous concrete binder course type CA-BC shall be spread, in conformance with the thickness specified on the "Plans of the Minimum Standards of Roadway Construction," by a bituminous concrete paver, which shall be self-contained, power-propelled, provided with an activated screed or strikeoff assembly, and shall meet the requirements as specified therefor in Article 3.10.3 of the "New Jersey State Highway Department Standard Specifications, 1961."
(b) 
The mixture shall be laid only upon a base which is dry, and when the weather conditions are suitable in the opinion of the Engineer or his duly authorized representative. No bituminous concrete material shall be placed when the atmospheric temperature is below 450º F., except when approved by the Engineer or his duly authorized representative, or when the weather is foggy, rainy or otherwise unfavorable in the opinion of the Borough Engineer or his duly authorized representative. The mixture shall be spread and struck off so as to obtain, after compaction, the grade and crown shown on the plans or adjustments thereof made or ordered by the Engineer or his duly authorized representative.
(c) 
On areas where irregularities or unavoidable obstacles make the use of self-powered spreading and finishing equipment impracticable, in the judgment of the Engineer or his duly authorized representative, the mixture may be spread and raked by hand. On such areas the mixture shall be dumped on steel dump boards and spread and raked to give the thickness of material required.
(d) 
After the mixture has been properly spread, initial compaction shall be obtained by rolling with a three-wheeled, power-driven roller having a load of not less than 330 pounds per inch of width of rear wheel and a total metal weight of not less than 10 tons.
(e) 
Subsequent rolling shall be done with a two-axle tandem roller which shall be power-driven, shall have a load of not less than 250 pounds per inch of width of tread of drive roll and shall have a total metal weight of not less than eight tons.
(f) 
Rolling shall begin at the sides and progress gradually to the center, until the entire surface has been rolled by the rear wheels. If the width of the binder course permits, it shall be subjected to a diagonal rolling in two directions, the second diagonal rolling crossing the lines of the first.
(g) 
Any pavement that becomes loose and broken or mixed with dirt, or is in any way defective, shall be removed and replaced with a fresh hot mixture which shall be immediately compacted to conform to the surrounding area. Any area showing an excess of bituminous material shall be removed and replaced.
(h) 
The final compacted thickness shall not be less than two inches or three inches as specified on the "Plans of the Minimum Standards of Roadway Construction."
(i) 
Then and as directed by the Engineer or his duly authorized representative, the contractor or developer shall cut samples from the completed pavement and forward same to the Engineer. The areas of pavement so removed shall be replaced with new mixtures and refinished.
(j) 
No dwellings shall be occupied within major subdivisions during the period between November 15 and March 15 unless the bituminous concrete binder course type CA-BC has been installed, or unless otherwise consented to by the Mayor and Council.
C. 
Bituminous concrete surface course, type FA-BC.
(1) 
Description. The bituminous concrete for type FABC shall be composed of coarse aggregate, fine aggregate, mineral filler and bituminous material.
(2) 
Material.
(a) 
Bituminous material shall be asphalt cement, penetration grade 85-100, conforming to the requirements therefor as specified in Article 8.12 of the "New Jersey State Highway Department Standard Specifications, 1961."
(b) 
Coarse aggregate shall be broken stone of three-eighths-inch size prepared from trap rock, gneiss, granite or dolomite, conforming to the quality requirements as specified respectively therefor in Article 8.5.5. The grading requirements shall conform to Article 8.5.4, Table 28, of the "New Jersey State Highway Department Standard Specifications, 1961."
(c) 
Fine aggregate shall conform to the requirements specified therefor in Article 8.15.12 of the "New Jersey State Highway Department Standard Specifications, 1961."
(3) 
Methods of construction.
(a) 
The bituminous concrete surface course type FA-BC shall be spread in conformance with the thicknesses specified on the "Plans of the Minimum Standards of Roadway Construction," by a bituminous concrete paver which shall be self-contained, power-propelled, provided with an activated screed or strikeoff assembly, and shall meet the requirements as specified therefor in Article 3.10.3 of the "New Jersey State Highway Department Standard Specifications, 1961."
(b) 
The mixture shall be laid only upon a base which is dry, and when the weather conditions are suitable in the opinion of the Engineer or his duly authorized representative. No bituminous concrete material shall be placed when the atmospheric temperature is below 45º F. except when approved by the Engineer or his duly authorized representative, or when the weather is foggy, rainy or otherwise unfavorable in the opinion of the Engineer or his duly authorized representative. The mixture shall be spread and struck off so as to obtain, after compaction the grade and crown shown on the plans or adjustments thereof made or ordered by the Engineer or his duly authorized representative.
(c) 
On areas where irregularities or unavoidable obstacles make the use of self-powered spreading and finishing equipment impracticable, in the judgment of the Engineer or his duly authorized representative, the mixture shall be spread and raked by hand. On such areas the mixture shall be dumped on steel dump boards and spread and raked to give the thickness of material required.
(d) 
After the mixture has been properly spread, initial compaction shall be obtained by rolling with a three-wheeled power-driven roller having a load of not less than 330 pounds per inch of width of rear wheel and a total metal weight of not less than 10 tons.
(e) 
Subsequent tolling shall be done with a two-axle tandem roller which shall be power-driven, shall have a load of not less than 250 pounds per inch of width of tread of drive roll and shall have a total metal weight of not less than eight tons.
(f) 
Rolling shall begin at the sides and progress gradually to the center, until the entire surface has been rolled by the rear wheels. If the width of the surface course permits, it shall be subjected to a diagonal rolling in two directions, the second diagonal rolling crossing the lines of the first. Rolling shall be continued until all roller marks are eliminated and the finished surface meets the requirements specified under Surface Requirements, Article 3.10.3 of the "New Jersey State Highway Department Standard Specifications, 1961."
(g) 
Along curbs and at other places not accessible to the roller, the mixture shall be thoroughly compacted with hot hand or mechanical tampers and smoothing irons which shall be suitable to the Engineer or his duly authorized representative.
(h) 
Any pavement that becomes loose or broken or mixed with dirt, or is in any way defective, shall be removed and replaced with a fresh hot mixture which shall be immediately compacted to conform to the surrounding area. Any area showing an excess of bituminous material shall be removed or replaced.
(i) 
The final compacted thickness shall not be less than 1 1/2 or two inches as specified on the "Plans of the Minimum Standards of Roadway Construction."
(j) 
Then, and as directed by the Engineer or his duly authorized representative, the contractor or developer shall cut samples from the completed pavement and forward same to the Engineer. The areas of pavement so removed shall be replaced with new mixture and refinished.
A. 
All new streets, if not completed in accordance with the specifications of this article, shall be maintained by the developer, including, but not limited to, all snow removal required until completion.
B. 
The minimum design standards for stormwater drainage systems shall be based upon a ten-year storm or two inches of rainfall in a period of one hour. The minimum storm drainage conduit used within all roadways shall be equal to a diameter of 15 inches.
The original or lithoprint, with five copies of the survey or map of the road, street or highway, shall be filed with the Borough Council when application is made to the municipality for the approval of the said map, and the acceptance of the roads, streets or highways shown thereon. Such application shall be accompanied by an agreement to pay to the Borough such inspection fees incurred by it in connection with the proper inspection by its designated official of the construction of roads, curbs, sidewalks and drainage structures. Such application shall also be accompanied by a bond naming the Borough of Wanaque as obligee, conditioned upon the proper completion of the streets, sidewalks, curbs and drainage appurtenances, etc., in accordance with the requirements and specifications of this article, and payment of all engineering, legal and inspection fees within a period of six months from the date of the approval of the said map or survey, unless the said period is further extended by resolution of the Mayor and Council, with surety to be approved by the Mayor and Council, and in an amount sufficient, in the judgment of the Borough Engineer, to permit the proper completion thereof, and all of the aforesaid expenses, in the event of default by the obligor. Nothing herein shall be construed as requiring the Borough of Wanaque to complete the construction of said streets, sidewalks, curbs and drainage appurtenances in the event of default by the obligor.
Curbs shall be of concrete of the following proportions: one part cement, two parts clean sharp sand and four parts three-fourths-inch or one-and-one-fourth-inch washed gravel or broken stone. It shall be in accordance with Class C concrete, "New Jersey State Highway Specifications, 1941." The dimensions of curbs shall be 20 inches in depth, six inches on top and 12 inches at bottom.
Sidewalks shall be of concrete of the following proportions: 1:2:4 concrete in accordance with Class C concrete, "New Jersey State Highway Specifications, 1941." The dimensions shall be a minimum width of four feet, a depth of four inches, except at the driveway, where it shall be six inches, and a slope of 1/4 inch per foot toward the curb. A suitable base of ashes, cinders or its equal shall be required subject to the approval of the Borough Engineer.
The Borough Council may refuse to approve or accept any road, street or highway, notwithstanding compliance with all the above provisions, when in its judgment it is not advisable for good reason to grant such acceptance. It may permit variations of the foregoing specifications and requirements when, for good reason and without injury to the public interest, it deems a variance thereof to be advisable.
A. 
Any person violating any of the provisions of this article shall be subject to a penalty of imprisonment in the county jail for a term not exceeding 90 days or by a fine not exceeding $500, or both.
B. 
The Magistrate before whom any person is convicted of violating any of the provisions of this article shall have power to impose any fine or term of imprisonment not exceeding the maximum fixed herein.