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.
(a)
All streets or roadways shall be constructed with either an eight-inch base of graded stone or a four-inch base of bituminous stabilized base course (stone), in accordance with the directions of the Municipal Engineer. (Before the base course is constructed, provisions for relief of subsurface drainage must be made. Approval of the same by the Municipal Engineer will be required.) The pavement shall be 2 1/2 inches of bituminous concrete, Type FABC, in two applications. The first application shall be 1 1/2 inches, followed, in accordance with the schedule of the Municipal Engineer, by a final course of one inch. Prior to the application of said final course, an inspection of the base course shall be made, and corrections shall be made to all distressed areas. All required patching material shall be bituminous concrete (FABC). All work shall be subject to periodic inspection by the Municipal Engineer, and final approval shall be recommended only upon satisfactory completion of the required work. All materials and methods of construction shall be in accordance with the New Jersey Department of Transportation specifications and amendments thereto.
[Amended 4-9-1985]
(b)
The above specifications are to be regarded as minimum for the base course; if, in the opinion of the Engineer, the anticipated vehicle wheel loads will exceed the maximum allowable loads for these base courses, the thickness shall be increased as may be required.
(2)
Traffic signs, street signs, pavement markings, shade trees, fire-alarm boxes and fire hydrants shall be provided at the expense of the subdivider, all such improvements to be in accordance with the standards or specifications of the Borough.
(3)
Concrete curbs. Cement concrete curbs six inches by eight inches by 18 inches with a six-inch curb face shall be constructed on all collector and minor streets. Cement concrete curbs six inches by eight inches by 20 inches with an eight-inch curb face shall be constructed on all arterial streets. All concrete curbs are to be constructed with New Jersey Department of Transportation Class B concrete and shall be cured in an approved manner. All work is to be performed in accordance with the specifications and under the direction of the Municipal Engineer.
(4)
Concrete sidewalks and aprons. All cement concrete sidewalks shall be at least four feet wide and four inches thick, except at driveway crossings, where the depth shall be increased to six inches. Cement concrete driveway aprons shall be six inches thick. Sidewalks are to be placed within the roadway and on both sides of the street and shall be located in accordance with the approval typical street section of the affected plan. In no case shall the sidewalks be located less than one-foot from the property or right-of-way line of the street. All concrete sidewalks and aprons are to be constructed with New Jersey Department of Transportation Class B concrete and shall be cured in an approved manner. All work is to be performed in accordance with and under the direction of the Municipal Engineer.
[Amended 4-9-1985]
(5)
Streetlighting. Appropriate streetlights shall be installed where designated by the governing body.
(6)
Shade trees. To be located inside the property line so as not to interfere with utilities or sidewalks; these shall be of a type approved by the Land Use Board.
(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.
(9)
Storm sewers.
(a)
The determination of sizes of pipes, storm sewer pipes and box culverts must be based on hydraulic computations. The runoff calculation must be based on the actual watershed area tributary to the structure under consideration. A minimum coefficient of 0.30 shall be used for residential and rural areas. The rational method for determination of the quantities shall be used. In general, continually flowing streams which take drainage from areas larger than 500 acres need not necessarily be carried in pipes. The channel of such streams shall be properly straightened, cleared and graded, with side slopes not steeper than three feet horizontally to one foot vertically. Streams which take drainage from 500 acres or less must be carried in storm drains. However, in cases where the Land Use Board feels that an open stream will not adversely affect the area, special consideration may be given but only after review by the Borough Engineer. Where only short lengths of pipe are involved or in locations where the Land Use Board feels that an open stream would be extremely undesirable, it may require piping even though drainage areas which exceed 500 acres. Storm drain systems shall be designed to carry all water coming to or accumulating on the tract. Storm drainage systems shall be designed on the basis of a two-year frequency, except at low points where the only relief of accumulated water is provided by the storm sewer, in which case a five-year or greater frequency may be required. Box culverts at stream crossings shall be designed on the basis of a fifteen-year frequency. In general, self-cleaning grades shall be designed for all pipes so that a minimum velocity of 2.5 feet per second will be obtained when the pipe is flowing 1/4 full. Drainage calculations must be submitted to the Municipal Engineer for all proposed storm sewer systems and box culverts. The developer shall also submit, with the subdivision plans, adequate information relative to soil conditions and subsurface water conditions with results of percolation tests performed in accordance with the requirements for the same. Drainage areas affecting said subdivision shall be clearly indicated and supported with adequate calculations.
(b)
The minimum pipe size shall be 15 inches and shall be reinforced concrete pipe or an acceptable equivalent and shall only be used for storm drain runs of 50 feet or less in length. All other pipe shall be a minimum of 18 inches. Inlets shall be spaced so that the run of water in gutters does not exceed 800 feet or one block. Manholes or inlets shall be placed wherever a change in grade or alignment of a storm drain occurs but, in any case, not more than 500 feet apart. Where pipe sizes are increased, the invert of the larger pipe shall be dropped so that the tops of the pipes will be at the same elevations. In general, all storm sewers shall have a minimum cover of two feet. Outlet pipes shall extend to the edge of existing streams and must have a concrete headwall on the end of all pipes. Underdrains or combination storm sewer and underdrain must be constructed where groundwater interferes with the stability of the road base or with development construction. The minimum pipe size for underdrains shall be 12 inches.
[Amended 4-9-1985]
(c)
Subgrade drains shall consist of a trench filled with aggregate placed at right angles with the roadway. A six-inch pipe stub shall be constructed in each inlet as an outlet for the subgrade cross drains. Subgrade cross drains shall be constructed in accordance with the plans, details of which facilities shall be submitted with the plans.
(10)
Sanitary sewer. All sanitary sewer systems, sewerage and other special waste drain work shall comply with the rules and regulations as established by the Department of Health and Senior Services of the State of New Jersey, as amended and revised to date. Sanitary sewer flow computations shall be based on full flow from the tract to be subdivided. Where necessary for other future developments in other than the subject area, the Borough may require larger pipe diameter through the subject tract.
(11)
Water supply. All water supplies and water treatment works shall comply with the rules and regulations established by the Department of Health and Senior Services of the State of New Jersey, as amended and revised to date. Water mains shall be sized for adequate delivery of pressure and volume. Water lines whose only basic function is to serve adjacent property should be six inches in diameter. Lines which serve as feeder lines to several other streets should be eight inches in diameter. Lines which interconnect sources of supply or storage or future extension lines should be 10 inches in diameter or larger as may be required by the Borough.
B.
All of the above-listed improvements shall be subject to the review and approval, as to adequacy of design, of the Municipal Engineer and Superintendent of Water and Sewer. The construction and installation of said improvements shall be subject to the inspection and approval of these agencies, who shall be notified by the developer at least 24 hours prior to the start of construction. When possible, said notification should be in writing. No underground installation shall be covered until inspected and approved.