The purpose of this article is to classify streets based on
their function, to provide standards of design and construction, to
provide regulations which protect the integrity of the circulation
plan and thereby to increase public safety.
A.Â
The movement of people and vehicles is an important element of the
development review. The circulation plan is based on a logical process.
For example: in driving to work, one usually proceeds from a minor
or local street to a collector which leads to an arterial roadway.
Most drivers are willing to use roundabout routes to avoid heavy traffic.
The development plan for circulation should provide for obvious preferences.
B.Â
Separate pedestrian and bicycle path systems are encouraged to ensure
safe segregation from vehicular traffic.
C.Â
The utilization of culs-de-sac and loop streets is encouraged where
appropriate. Such streets offer maximum privacy and safety and do
not permit shortcuts by through traffic.
D.Â
The internal system should be determined by the demands of the site,
the traffic needs of the area and the volume to be generated by the
development. One system may be incorporated within another. For example:
a loop within a grid system which functions to separate slow and fast
traffic.
E.Â
Intersections should be as close as possible to right angles.
The building line setback along minor arterials shall be a minimum
of 100 feet from the center line of the street.
A.Â
The following shall be standard:
Street Classification
|
Right-of-Way Width
(feet)
|
Cartway Width (feet)
|
Maximum Length (feet)
|
Maximum Number of Dwellings
|
---|---|---|---|---|
Cul-de-sac, permanent only
|
40 (R=50)
|
24
|
750
|
25
|
Loop
|
40
|
24
|
2,600
|
50
|
Minor or local
|
50
|
30
|
--
|
--
|
Minor collector
|
60 to 70
|
40
|
--
|
--
|
Major collector
|
66 to 100
|
40 to 60
|
--
|
--
|
Minor arterial
|
66 to 100
|
40 to 60
|
--
|
--
|
B.Â
All new streets, public or private, shall conform to the construction standards as approved and amended. See § 150-101 of this article.
C.Â
Circulation plans and intersections shall be compatible with the
county road system and the surrounding communities' systems.
D.Â
The location of new streets shall conform to the Master Plan of Street
Extensions as duly adopted and revised by the Planning Board.
E.Â
All street intersections shall be at right angles as nearly as possible,
but in no case less than 60°.
F.Â
Intersecting street lines shall connect with a curve having a minimum
radius of 20 feet.
G.Â
If a proposed street cannot be aligned with a street existing on
the opposite side of the road, the center line of the proposed street
shall be placed at least 150 feet away from the center line of the
existing street.
H.Â
At least two means of ingress and egress shall be provided for residential
developments which comprise more than 50 dwelling units. While the
primary purpose of an interconnected system is to safely and efficiently
distribute traffic throughout the site and to the adjacent streets,
an important secondary purpose is to ensure access by emergency vehicles.
I.Â
The radius of the curbs on an access road shall be at least 35 feet
when connecting to arterials or collector streets.
J.Â
Dead-end streets which are to be extended at some future time shall
provide a turnaround radius of 50 feet, measured from the center line
of the right-of-way, and shall dedicate the full width of the street
along the property line beyond which the street will extend. The building
line along the lots fronting on the cul-de-sac shall conform as nearly
as possible to the required setback, but in no case shall be closer
than 15 feet to the property line of the temporary cul-de-sac.
K.Â
Stub-end streets required to be dedicated to protect the integrity
of the Master Plan of Street Extensions need not provide a turnaround
if they are less than 150 feet long.
L.Â
A tangent of not less than 100 feet shall connect reverse curves
on local or minor streets. A tangent of not less than 300 feet shall
apply to all other streets.
M.Â
When connecting street lines deflect from each other by more than
10° (but by less than 45°) they shall be joined by a curve
having a radius of not less than 400 feet for minor or local streets.
For all other streets, the connecting curve shall have a radius of
at least 750 feet.
N.Â
Grades on minor or local streets shall not exceed 10%. No street
shall be graded at less than 1/2 of 1%. Within 50 feet of an intersection
with an arterial or collector, the maximum grade shall be 2%.
O.Â
All changes in grade shall be connected by vertical curves of sufficient
length to provide smooth transition and proper sight distance.
P.Â
No street shall duplicate the name or so nearly duplicate it as to
be confused with an existing street name. Street names proposed by
the developer shall be designated on the initial submission and shall
be subject to approval of the Planning Board. If names are not designated,
the Planning Board shall name the streets.
Q.Â
Driveways on all lots, except within residential zones, shall be
designed to provide on-site turning space to avoid the necessity of
motor vehicles backing into the street.
R.Â
The proposed street plan shall be designed to minimize the necessity
for driveway openings on existing arterial or collector streets. New
residential development which abuts such streets shall provide reverse
frontage access from a minor street for the proposed housing.
S.Â
The recommended minimum distances between center lines of arterial
and collector streets is 1,000 feet; between arterials (or collectors)
and minor streets is 600 feet; and between minor streets is 200 feet.
As a rule, utility distribution lines, such as water mains,
sewer lines, drainage facilities and electric, gas and telephone service
lines are located within public rights-of-way. Sometimes, however,
other locations become necessary and easements must be considered.
A.Â
Location. Easements shall be located in accordance with the approval
of the appropriate authority and the Planning Board and shall not
be placed in any buffer which is required to be planted in order to
provide or preserve the required screening.
B.Â
Width. Easements shall be at least 20 feet wide.
C.Â
Width along watercourses. Easements measuring 25 feet in width on
each side of watercourses, streams or channels shall be required.
D.Â
Natural features shall be disturbed as little as possible within
easement areas.
E.Â
Legal descriptions setting off the areas of the easement by metes
and bounds shall be submitted prior to final approval of a development
or any phase of a development.
All required improvements shall comply with the construction
standards herein provided pertaining to:
A.Â
Drainage (inlets).
B.Â
Drainage (manholes).
C.Â
Street improvements.
D.Â
Street construction.
E.Â
Water, sewer and driveways.
F.Â
Soil erosion and sediment controls.
G.Â
Tree planting and soil erosion regarding stream channels.
[1]
Editor's Note: See the various details and illustrations included
at the end of this chapter.
A.Â
The following written assessment shall be submitted with applications
for preliminary approval of major subdivision plats and all site plans
except minor site plans:
(1)Â
A description of the traffic expected to be generated by the
proposed development.
(2)Â
A description of the current traffic loads on the surrounding
streets.
(3)Â
The probable impact of the development on capacities and service
levels.
(4)Â
The improvements required to ease congestion and maintain capacity
and service.
B.Â
When reviewing the assessment of traffic, the Board shall consider
the following:
(1)Â
The recommendations of the Police Department.
(2)Â
The recommendations of the Planning Board Engineer.
(3)Â
The existing and projected capacity of streets and intersections
at the level of Service "C."
(4)Â
The number and location of driveways and intersections.
(5)Â
Existing and proposed traffic signals, pedestrian crossings
and channelization.
(6)Â
The following guidelines for traffic volumes on residential
streets, which volume is generally less than its physical or optimum
capacity:
Type of Street
|
Average Daily Traffic
|
Type of Residential Use
|
---|---|---|
Minor or local
|
0 to 2,000
|
Single-family detached
|
Collector
|
2,000 to 5,000
|
Single and multi-units on limited or reversed frontage lots
|
Arterial
|
5,000 and over
|
Multi-unit developments with limited access
|
C.Â
In assessing traffic volumes generated by different uses, consideration
shall be given to the following:
Type of Use
|
1-Way Vehicular Trips Per Day
|
---|---|
Single-family detached unit
|
Between 10 and 15
|
Multifamily units
|
Between 4 and 8
|
Senior citizen housing
|
Fewer than 4
|
NOTE: All figures include delivery and service vehicles. The
higher figures apply to high-income, low-density areas where two to
three cars per unit are common. The number designated for multifamily
units generally depends on the size of the unit and the proximity
to public transportation.
|
A.Â
After the assessment of existing and potential traffic cited under § 150-102, the Board may require a traffic impact statement.
(1)Â
The contents of a TIS shall pertain to the particular site under
study and shall:
(a)Â
Provide findings which represent the prevailing traffic conditions
and roadway capacities by the use of studies which reveal the annual
average traffic counts, the peak hour counts, the turning movements
and the directional flow of traffic at intersections, the traffic
accident records and the classification counts of vehicles segregated
by type, size and weight.
(b)Â
Provide a description of the proposed development and the surrounding
land uses.
(c)Â
Provide an assessment of the probable impact the completed development
will have upon prevailing traffic conditions and anticipated future
conditions.
(d)Â
Provide an analysis of the probable impact on traffic flows
which may occur during the construction period.
(e)Â
Describe steps proposed by the developer to minimize any adverse
impacts during construction and after completion of the project.
(f)Â
Provide any other data which may be needed to evaluate the effect
the development will have on existing traffic conditions.
(2)Â
The Planning Board shall emphasize safety features under consideration.
B.Â
The Board may require an environmental impact statement.
(1)Â
The contents of an EIS shall pertain to the particular site
under study and shall:
(a)Â
Provide an inventory of the existing environmental conditions
at the site and the surrounding areas, which include air and water
quality, water supply, hydrology, geology, soil, topography, vegetation,
wildlife, aquatic organisms, pollution sources, ecology, demography,
land uses, aesthetics, history and archaeology.
(b)Â
Provide an assessment of the probable impact of the proposed
development upon all inventory items.
(c)Â
Provide a list of all the adverse environmental impacts which
cannot be avoided.
(d)Â
Describe the steps proposed by the developer to minimize the
adverse impacts during and after construction.
(e)Â
Describe what alternatives exist to the proposed development.
(f)Â
Provide such other information necessary to evaluate the impact
of the development upon the environment.
(2)Â
The environmental resource inventory prepared by the Environmental
Commission, if any, and/or the Pinelands Area natural resource inventory
shall serve as a critical area evaluation and shall aid the Planning
Board in establishing the suitability of the specific areas for specific
uses. The protection of shade trees shall be given particular attention.