A. 
Streets shall be classified in a hierarchy with design tailored to function in accordance with the Residential Site Improvement Standards, N.J.A.C. 5:21 (herein referred to as "RSIS"). The street hierarchy definitions contained within this section are applicable only to local residential streets and are not to be considered related to the United States Department of Transportation, Federal Highway Administration's Functional Classification of Highways.
B. 
The street hierarchy system shall be defined by road function and average daily traffic (ADT), calculated by trip-generation rates from the current edition of Trip Generation by the Institute of Transportation Engineers, as indicated in Table 4.1 of RSIS. Trip-generation rates from other sources may be used if the applicant demonstrates to the appropriate approving authority that these sources better reflect local conditions. In addition, the applicant shall investigate the opportunities for, and availability of, transit facilities and, if appropriate, consider their impact(s) on motor vehicle traffic trip-generation rates per dwelling unit.
C. 
Each residential street shall be classified and designed to meet the standards for one of the street types defined in Table 4.2 of RSIS.
D. 
The Borough of Medford Lakes and the developer shall determine the highest order street required to be used in a given residential development in accordance with RSIS.
A. 
Cartway width for each street classification shall be determined by parking and curbing requirements that are based on intensity of development.
B. 
Intensity of development shall be based on dwelling units per gross acre in accordance with RSIS.
C. 
Cartway widths for each street classification are as shown in Table 4.2 or RSIS.
D. 
Cartway width also shall consider possible limitations imposed by sight distances, climate, terrain, and maintenance needs.
A. 
Where required, curbs or curbs and gutters shall be used for drainage purposes, safety, and delineation and protection of pavement edge. Where, based on stormwater management system design, there is determined to be a problem with runoff, curbs or curbs and gutters shall be used appropriately.
B. 
Curb requirements shall vary according to street hierarchy and intensity of development, in accordance with the requirements set forth in Table 4.3 in N.J.A.C. 5:21-4.2. Generally, curbs shall be required as determined by the Borough of Medford Lakes.
C. 
Where curbing is not required, edge definition and stabilization shall be furnished for safety reasons, and to prevent pavement unraveling. Curbing may be required for stormwater management, road stabilization, delineation of parking areas, 10 feet on each side of drainage inlets, intersections, corners, tight radii and nonresidential driveways.
D. 
Curb requirements may be waived by the Borough of Medford Lakes, and shoulders and/or drainage swales used when it can be shown that soil and/or topography make the use of shoulders and/or drainage swales preferable; and/or Medford Lakes desires to preserve its character by using shoulders and/or drainage swales instead of curbs.
E. 
Curbs shall be constructed according to the specifications set forth in N.J.A.C. 5:21-4.17.
F. 
Curbing shall be designed to provide a curb ramp in compliance with the Americans with Disabilities Act or the Barrier Free Subcode of the New Jersey Uniform Construction Code (N.J.A.C. 5:23-7) at street intersections, as applicable.
A. 
As directed by Medford Lakes Borough and in accordance with RSIS, shoulders and/or drainage swales may be used instead of curbs when:
(1) 
Soil and/or topography make the use of shoulders and/or drainage swales preferable; and/or
(2) 
To preserve rural character.
B. 
Shoulders shall be provided in accordance with the requirements in Table 4.3 in N.J.A.C. 5:21-4.2.
C. 
Shoulders shall be four feet wide, except for minor collector streets of high intensity with off-street parking; and major collector streets of medium and high intensity shall be six feet and eight feet wide, respectively, on each side for all streets, and located within the right-of-way as shown in the following street illustrations.[1]
[1]
Editor's Note: The street illustrations are on file in the Clerk's office.
D. 
Shoulders shall be constructed of materials such as stabilized earth, gravel, crushed stone, bituminous treatment, or other forms of pavement which provide for vehicle load support.
A. 
Graded areas shall be required, depending on road classification and intensity of development, in accordance with the requirements set forth in Table 4.3 in N.J.A.C. 5:21-4.2., and as directed by RSIS.
B. 
Pedestrianway easements at least 10 feet wide may be required by the municipal approving authority through the center of blocks more than 600-feet long. In providing circulation or access to schools, playgrounds, shopping, adjoining residential areas, or other community facilities, the municipality shall consider and may require pedestrianway easements.
C. 
On nonresidential properties, sidewalk width shall be four feet; wider widths may be necessary near pedestrian generators and employment centers. Where sidewalks abut the curb and cars overhand the sidewalk, widths shall be six feet. In high-density residential areas when sidewalks abut the curb, a sidewalk/graded area of at least six feet in width shall be required.
D. 
On nonresidential properties, sidewalks and graded areas shall be constructed according to the specifications set forth in N.J.A.C. 5:21-4.18.
A. 
Separate bicycle paths and lanes shall be required only if such paths and lanes have been specified as part of a municipality's adopted Master Plan and/or Official Map.
B. 
Bicycle lanes, where provided, shall be placed in the outside lane of a roadway, adjacent to the curb or shoulder. When on-street parking is permitted, the bicycle lane shall be between the parking lane and the outer lane of moving vehicles. Lanes shall be delineated with markings, preferably striping. Raised reflectors or curbs shall not be used.
C. 
The construction of bikeways shall comply with the specifications set forth in N.J.A.C. 5:21-4.18, and NJDOT Bicycle Compatible Roadway and Bikeways Planning and Design Guidelines.
A. 
Utilities shall be located within the right-of-way on both sides of and parallel to the cartway, or within utility easements outside the right-of-way.
B. 
Utility areas shall be planted with grass, ground cover, or treated with other suitable cover material.
A. 
The right-of-way shall be measured from lot line to lot line. Right-of-way requirements are shown in Table 4.3 in N.J.A.C. 5:21-4.2 and displayed graphically in the street illustrations N.J.A.C. 5:21-4.5.
B. 
The Borough of Medford Lakes may require the right-of-way and cartway widths of a new street that is a continuation of an existing street to be at least the same widths as the existing street.
C. 
The right-of-way shall be of sufficient width to accommodate future development, as indicated by the Municipal Master Plan.
D. 
Where turning lanes are needed based on safety or capacity, additional right-of-way width, not to exceed the width and length of the turning lanes, may be required.
Street grade and intersection design shall be constructed according to the specifications set forth in N.J.A.C. 5:21-4.19.
A. 
Street pavement thickness shall vary by street hierarchy, subgrade properties, and pavement type.
B. 
Pavement design for rural, residential access, neighborhood, minor collector, and major collector streets shall conform to the specifications in N.J.A.C. 5:21-4.19. Pavement sections for nonresidential parking lots shall be in accordance with design guidelines specified by the New Jersey Society of Municipal Engineers "Asphalt Handbook for County and Municipal Engineers," as required.
A. 
All electric, telephone, television, and other communication facilities, both main and service lines servicing new developments, shall be provided by underground wiring within easements or dedicated public rights-of-way, installed in accordance with the prevailing standards and practices of the utility or other companies providing such services.
B. 
Lots that abut existing easements or public rights-of-way, where overhead electric or telephone distribution supply lines and service connections have heretofore been installed, may be supplied with electric and telephone service from those overhead lines, but the service connections from the utilities' overhead lines shall be installed underground.
C. 
Overhead lines may be permitted as an exception by the municipal approving authority in areas of severe geological conditions. The placement and alignment of the poles shall be designed to lessen the visual impact of overhead lines.
A. 
Design and placement of traffic signs included in Manual on Uniform Traffic Control Devices for Streets and Highways shall follow the requirements specified in Manual on Uniform Traffic Control Devices for Streets and Highways, published by the United States Department of Transportation and adopted by the New Jersey Department of Transportation.
B. 
At least two street name signs shall be placed at each four-way street intersection and one at each T-intersection. Signs shall be placed so as not to obstruct sight distances and under light standards, if present, so that they are clearly visible. The design of street name signs should be consistent, of a style appropriate to the community, of a uniform size and color, and erected in accordance with local standards.
C. 
At signalized intersections, street signs shall be located on the overhead arm supporting the traffic signal, or otherwise suitably suspended over the intersection. Roadway clearance shall be a minimum of 15 feet form the bottom of any sign or supporting equipment and the top of the paved surface.
The required number of parking spaces shall be subject to the requirements of Part 1, Zoning, of this chapter.
A. 
An adequate number of on-street and off-street parking spaces shall be required in all developments to accommodate residents and visitors. For projects containing dwelling units required by the New Jersey Uniform Construction Code's Barrier Free Subcode (N.J.A.C. 5:23-7) to be accessible, accessible parking spaces for people with disabilities shall be provided in accordance with the requirements of the Barrier Free Subcode and shall be considered part of the total number of required spaces.
B. 
For residential developments, parking shall be provided, as set forth in Table 4.4 of RSIS. If the applicant does not specify the number of bedrooms per unit, note "C" for each category in Table 4.4 shall apply for the parking requirement. For nonresidential uses, Exhibit 7 of the Model Subdivision and Site Plan Ordinance prepared for the New Jersey Department of Community Affairs, shall be used as the basis for determining required off-street parking spaces except as follows:
(1) 
Business offices and retail stores: one parking space for each 150 square feet of gross floor space.
C. 
Alternative parking standards to those shown in Table 4.4 and Exhibit 7 shall be considered if the applicant demonstrates these standards better reflect local conditions. Factors affecting minimum number of parking spaces include household characteristics, availability of mass transit, and available off-site parking resources.
D. 
A one-car garage and driveway combination shall count as 2.0 off-street parking spaces, provided that driveway measures a minimum of 18 feet in length between the face of the garage door and the right-of-way. A two-car garage and driveway combination shall count as 3.5 off-street parking spaces, provided that a minimum parking area width of 20 feet is provided for a minimum length of 18 feet as specified for a one-car garage and driveway combination.
E. 
When housing is included in a mixed use development, a shared parking approach to the provision of parking shall be considered.
F. 
Driveways for residential dwellings shall not be impervious unless required by the Planning Board.
G. 
On-street parking shall not be considered in meeting the minimum number of parking spaces required.
Each standard off-street parking space shall measure 10 feet in width by 20 feet in length. Parking spaces for people with disabilities shall be in accordance with the New Jersey Uniform Construction Code (N.J.A.C. 5:23-7) or the Americans with Disabilities Act, as applicable.
A. 
Off-street parking areas shall be oriented to, and within a reasonable walking distance of, the buildings they are designed to serve.
B. 
Access to parking lots shall be designed so as not to induce queues on travelways, and to provide adequate pedestrian circulation and safety. There shall be adequate provision for ingress and egress from all parking spaces to ensure ease of mobility, ample clearance, and safety of vehicles and pedestrians.
C. 
The width of all aisles providing direct access to individual parking stalls shall be in accordance with the requirements specified in Table 4.5 of RSIS, except driveway aisles for nonresidential parking lots shall be 25 feet. Only one-way traffic shall be permitted in aisles serving single-row parking spaces placed at an angle other than 90°, and shall only be permitted as approved by the Planning Board.
D. 
Where sidewalks occur in parking areas, parked vehicles shall not overhang or extend over the sidewalk unless an additional two feet of sidewalk width are provided to accommodate such overhang.
A. 
Construction specifications for acceptable curb types of granite block and concrete are shown in Figure 4.1 of RSIS.
B. 
The standard concrete curb section used shall be a maximum of 20 feet in length, with a scored joint every 10 feet. All concrete used for curbs or combination curbs and gutters shall be prepared in accordance with the requirements, by class of concrete, of the New Jersey Department of Transportation, Standard Specification for Road and Bridge Construction effective at the time of preparation. Where bituminous concrete pavement is used for the road surface, the curb and/or gutter shall be constructed first.
C. 
Where drainage inlets are constructed but curbs are not required, curbing must be provided at least 10 feet on each side of the inlet, set back one foot from the extension of the pavement edge.
A. 
The following apply to nonresidential sidewalks and graded areas:
(1) 
Sidewalk of concrete shall be four inches thick except at points of vehicular crossing, where they shall be at least six inches thick. At vehicular crossings, concrete sidewalks shall be reinforced with welded wire fabric mesh or an equivalent.
(2) 
Concrete air-entrained sidewalks shall be Class C concrete, having a twenty-eight-day verification strength of 4,000 pounds per square inch (psi). Other materials may be permitted, depending on the design of the development.
(3) 
Graded areas shall be planted with grass or treated with other suitable ground cover, and their width and cross slope shall correspond to that of sidewalks.
B. 
The following apply to bikeways:
(1) 
The need for bicycle paths has been established in the Municipal Master Plan.
(a) 
The choice of surface materials shall be as approved by the Borough.
(b) 
Gradients shall not exceed 5%.
(c) 
NJDOT Bicycle Compatible Roadways and Bikeways Planning and Design Guidelines shall be referenced.
(2) 
Bicycle-safe drainage grates shall be used in the construction of all residential streets.
C. 
The following apply to driveways: (Reserved)
A. 
The following apply to street and parking lot grades:
(1) 
Minimum street grade permitted for all residential streets shall be 0.5% in accordance with RSIS. For nonresidential uses the minimum parking lot and driveway grade permitted shall be 0.75%.
(2) 
Maximum street grades shall vary by road hierarchy with flatter grades required for roads with higher ADT's, in accordance with the requirements shown in Table 4.6 of RSIS. Where terrain makes it necessary, the allowable maximum grade may be increased by up to 2%, but shall not exceed a maximum grade of 16%.
B. 
The following apply to intersections:
(1) 
Street intersections shall be as nearly at right angles as possible and in no case shall be less than 75°.
(2) 
New intersections along one side of an existing street shall, if possible, coincide with any existing intersections on the opposite side of each street. Use of T-intersections in subdivisions shall be encouraged. To avoid corner-cutting when inadequate offsets exist between adjacent intersections, offsets shall be at least 150 feet between right-of-way center lines.
(3) 
Intersections shall be rounded at the curbline with the street having the highest radius requirement, as shown in Table 4.6 of RSIS, determining the minimum standard for all curblines.
(4) 
Intersections shall be designed with a flat grade wherever practical.
(5) 
The minimum center line radius, minimum tangent length between reverse curves, and curb radii shall be as shown in Table 4.6 below.[1]
[1]
Editor's Note: Table 4.6 is on file in the Clerk's office.
(6) 
Sight triangles shall be in accordance with 1990 AASHTO's "A Policy on Geometric Design of Highways and Streets" standards and based on the speed limits established by the government agency having jurisdiction. Sight triangle easements shall be required and shall include the area on each street corner that is bounded by the line which connects the sight or "connecting" points located on each of the right-of-way lines of the intersecting street. The planting of trees or other plantings, or the location of structures exceeding 30 inches in height that would obstruct the clear sight across the area of the easements, shall be prohibited; and a public right-of-entry shall be reserved for the purpose of removing any object, material or otherwise, that obstructs the clear sight.
C. 
Pavement design for residential access, neighborhood, rural, parking loop, minor collector, and major collector shall follow the specifications shown in Figures 4.2 and 4.3 of RSIS. Subgrade categories are shown in Table 4.7 of RSIS.
D. 
Alternative pavement design shall be allowed provided it conforms with one of the following: AASHTO Method of Flexible Pavement Design, Caltrans Method of Flexible Pavement Design, Asphalt Institute Method, AASHTO Method of Rigid Pavement Design, Fatigue Strength Method of Design, Multilayer Elastic Analysis, or the National Crushed Stone Association Design, incorporated herein by reference.
E. 
Lighting (residential): as determined necessary by the Planning Board and in accordance with RSIS.
F. 
Lighting (nonresidential): Outdoor lighting within nonresidential areas in the Borough of Medford Lakes shall not unreasonably interfere with the use and enjoyment of property within the Borough. This code encourages the types and uses of outdoor lights which will conserve energy, preserve the natural environment, prevent glare, uplighting and unnecessary light pollution, while providing adequate lighting for productivity and security.
G. 
General nonresidential lighting requirements.
(1) 
All exterior lights shall be designed, located, installed and directed to prevent objectionable light and glare across property lines and above a ninety-degree horizontal plane. The "maintained horizontal" illuminance recommendations set by the Illuminating Engineering Society of North America (IES) shall be observed.
(2) 
The preferred source of all lighting is high-pressure sodium lamps and fixtures.
(3) 
Shielding and/or cutoff optics shall be required in all installations.
(4) 
Outdoor advertising signs permitted by ordinance shall not be illuminated internally and may only utilize shielded lighting mounted on the top of the advertising display directed downward.
(5) 
Searchlights and laser lights used for advertising or entertainment are not permitted.
(6) 
All lighting shall be shielded to prevent glare for drivers or pedestrians, light trespass beyond the property line and light above the ninety-degree horizontal plane.
(7) 
The maximum mounting height of light fixtures in parking lots shall be 14 feet.
(8) 
Lighting shall be provided as specified in this code for uses within the Lakes Commercial Zone for controlled illumination during specified business hours and dimmed to security levels after business hours. All nonessential lighting including display, aesthetic, parking and sign lighting shall be turned off after business hours, leaving only the necessary lighting for site security.
(9) 
Emergency lighting by police, fire and rescue and other authorities is exempt from this code.
A. 
Vertical and horizontal curves shall be designed in accordance with 1990 AASHTO's "A Policy on Geometric Design of Highways and Streets" standards, incorporated herein by reference.
B. 
Sight easements on vertical and horizontal curves shall be required and determined based on the sight distance requirements contained in the 1990 AASHTO's "A Policy on Geometric Design of Highways and Streets" standards, taking into consideration the speed limits established by the government agency having jurisdiction. Residential access, residential neighborhood, and rural street design should be based on a speed limit of 25 miles per hour. Minor and major collector street design should be based on a speed limit of 30 miles per hour.
The design standards for landscaping shall be based on the Model Subdivision and Site Plan Ordinance, Article five, Section E, as prepared for the New Jersey Department of Community Affairs. New Jersey Pinelands Commission requirements shall be met. Where the Planning Board determines that buffer plantings are necessary to protect the general welfare of the public, planted buffer areas shall be installed to provide a year-round visual screen of such width, height, and location as approved by the Planning Board.
A. 
Removal of trees having a caliper of five inches or greater as measured 36 inches above the ground from properties is prohibited in the process of grading or installing improvements. Where, in the judgment of the Planning Board, such removal is unavoidable, the applicant shall install trees in such locations and of such size, variety and quantity as the Planning Board shall direct.
B. 
Notwithstanding the five-inch caliper limitation, no substantial area of smaller trees or shrub cover shall be removed without the provision of comparable replacement as approved by the Planning Board. A plan and a statement of material to be removed and/or demolished shall be submitted for approval.
No topsoil shall be removed from any site or used as subsoil. Topsoil removed during the course of construction shall be redistributed so as to provide at least six inches of cover to all areas and shall be stabilized by seeding or planting. Under no circumstances shall any soil or earth be sold or otherwise removed, unless pursuant to the approval by the Planning Board.
Those areas adjacent to or within parking areas used as refuse, storage and recycling pickup areas shall be properly screened to prevent unsightly display and the scattering of debris. The area shall be surrounded on all sides by a solid uniform wooden fence or other screen with a gate. The wooden fence or screen shall be not less than five feet nor more than eight feet in height, and provided with landscaping as approved by the Planning Board.
[Added 9-22-2021 by Ord. No. 683]
A. 
General standards.
(1) 
While these standards may be applied to the Historic District, greater weight will be given to the historic and aesthetic nature of the lighting fixtures than to specific performance criteria in considering variances from these guidelines.
(2) 
For minor site plans and wherever appropriate in the discretion of the Borough Engineer for developments with insignificant impact with reference to lighting, the developer may submit a sample of the actual fixture and lighting proposed for review and approval by the Borough Engineer in lieu of the engineering data required in Subsection H hereinbelow.
B. 
Illumination levels.
(1) 
The maintained footcandles of illumination recommended at ground level are as indicated in the following table:
Location
Minimum Footcandles
Average Footcandles
Uniformity Ratio*
Residential area parking (includes churches and other similar less intensive residentially associated uses)
0.2
0.4
17:1
Industrial/commercial/office area parking
0.4
0.6
10:1
Entrance and exit roads and intersections
**
0.6
10:1
NOTES:
*
Uniformity ratio equals maximum/minimum
**
To be determined by level of illumination at travel roadway
(2) 
The illumination levels recommended shall be attained by use of the minimum number of poles that will provide relatively uniform illumination. High uniformity ratios which deter or prevent visual adaption shall be avoided.
C. 
Luminaries.
(1) 
Sharp cutoff-type luminaries are recommended for the best approach to lighting parking areas and shall be of the type that can be provided with sharp cutoff deflectors or retractors where required to shield light from the luminaire at angles less than the set cutoff degree angle above nadir (from the vertical). The shielding angle shall be selected to minimize discomforting glare to an observer's eyes from the light source at an angle below the set cutoff. Shielding shall also be employed to prevent spillover of undesirable light to adjoining property.
(2) 
The use of high-pressure sodium luminaries is encouraged. Low-pressure sodium luminaries will be considered in isolated industrial areas remote from residential and commercial districts where they will not be visible from the traveled way.
(3) 
General illumination of the exterior of buildings, including the roof, is not permitted unless specifically approved by the Planning Board or Zoning Board of Adjustment, as the case may be. Objectionable spill, to the exterior, of bright and glaring interior building light shall be avoided by the use of low-brightness lenses on interior lighting.
(4) 
For parking areas outside the Historic District, the lighting plan shall provide for nonglare lights and recessed lenses focused downward.
D. 
Light pollution or light intrusion.
(1) 
Any outdoor lighting, such as sidewalk illumination, driveways with no adjacent parking, the lighting of signs and permitted ornamental lighting, shall be shown on the lighting plan in sufficient detail to allow a determination of the effects upon adjacent properties and traffic safety. The objectives of these specifications is to minimize undesirable off-premises effects. No light shall shine into windows or onto streets and driveways in such a manner as to interfere with or distract driver vision. To achieve these requirements, the intensity of such light sources, the light shielding and similar characteristics shall be subject to site plan approval.
(2) 
The maximum cutoff angle shall be used to shield light source glare and unwanted light from adjacent properties and motorists approaching on bounding roads and highways. Light spillage of more than 0.2 footcandle onto adjacent properties shall be prohibited.
(3) 
Adequate shielding shall be employed to protect properties, streets and highways from the glare of such illumination, including luminaries for illuminating entrances and driveways for parking areas.
(4) 
Conflicting with lighting of adjacent (parking areas) properties shall be avoided. For example, if one or more adjacent areas with established lighting systems are using mercury-vapor lamps, the submitted area shall conform to the same lamp type, but not necessarily the same type luminaire. However, other HID (high intensity discharge) lamps may be considered when there is ample reason for employing such lamps and ample proof that a suitable method can be employed to reduce color conflict.
E. 
Mounting height. The maximum mounting height of pole-mounted luminaries shall be 25 feet or the height of the building, whichever is less.
F. 
Security lighting. All parking areas and walkways thereto and appurtenant passageways and driveways serving commercial, public, office, multiple-family or other uses having common off-street parking and/or loading areas shall be adequately illuminated for safety and security reasons from sunset to sunrise.
G. 
Street lighting. Plans accompanying all applications for development shall include the location of all proposed streetlights of a type supplied by the utility and of a type and number approved by the Board and/or Borough Engineer. Streetlights shall be provided at the entrance from collector roads, at all major changes in direction in roads, at all intersections and anywhere else deemed necessary for safety reasons.
H. 
Information to be submitted. The following shall be submitted for review and approval of all lighting systems:
(1) 
Site plan showing existing and proposed streetlights within 100 feet of the property area to be lighted, location of all poles and luminaires, illumination levels using photometric curve plotting or point-by-point grid showing footcandles of illumination at each point.
(2) 
Type of luminaires, including manufacturer's data.
(3) 
Type and wattage of lamp, including manufacturer's data.
(4) 
Mounting height of luminaire.
(5) 
Photometric data and isofootcandle curves of the luminaire and lamp proposed. Photometric data shall be from an independent testing laboratory. Photometric curves shall be drawn to the same scale as the site plan scale and shall show maintained footcandle levels of illumination.
(6) 
Type of pole and manufacturer's data. Applicants are encouraged to use wooden or bronze-colored aluminum poles in keeping with the architecture of the building and surrounding areas.
(7) 
Pole base and foundation design and details. Anchor bolts shall be in accordance with Borough standards.
(8) 
Included with photometric and luminaire data shall be data on:
(a) 
Light source corrections.
(b) 
Lamp life lumen depreciation factor.
(c) 
Coefficient of utilization.
(d) 
Luminaires dirt depreciation factors.
(e) 
Maintenance factor correction.