This chapter shall be known and may be cited as the "Driveway
Ordinance of the Township of Liberty."
No driveway shall be constructed or existing driveway altered
or additional homes connected to existing driveways to an existing
or future street or road right-of-way without first obtaining a driveway
permit in accordance with the following:
A. An application for a driveway permit shall include a plan of the proposed driveway in accordance with §
53-6, prepared by a licensed engineer in the State of New Jersey. The applicant shall also deposit with the municipality a fee in the amount of $500 to cover the estimated cost of the professional review of the application by the Municipal Engineer and other professionals and a fee in the amount of $50 to cover the administration costs of the Township. Where the review and inspection costs exceed the initial escrow deposit, the applicant shall pay the additional amount prior to the final release of the driveway permit and issuance of a certificate of approval (CA).
[Amended 5-6-2004 by Ord. No. 04-03]
B. Permit applications shall be reviewed and permits issued by the Township
Engineer.
C. The Building Subcode Official shall not issue a building permit until
the official has been notified by the Township Engineer that a driveway
permit for the subject building has been issued.
D. Major and minor subdivisions shall not be exempt from permit requirements;
nor exempt where the driveway construction is by the owner, developer,
or his successor.
E. The paving of an existing driveway is exempt from this chapter. However,
if physical modifications or alterations are made to an existing driveway,
which would create a negative effect on adjoining properties or on
public rights-of-way within the municipality, a driveway permit may
be required if deemed necessary by the Township Engineer.
A construction plan prepared by a licensed professional engineer
in the State of New Jersey, or a plan prepared by the owner containing
sufficient detail in accordance with this chapter and determined to
be acceptable by the Township Engineer, shall be submitted with the
application at a drawing scale of one inch equals 30 feet showing
provisions in compliance with the following:
A. All driveways shall be constructed and maintained in such a manner
as to prevent erosion of the soil from them and its deposition upon
the street or road and in gutters, catch basins, inlets, drains or
culverts.
B. All driveways constructed or altered shall be constructed in such
a manner as not to interfere with the drainage along the existing
pavement or traveled way, nor shall runoff from a driveway discharge
onto the traveled way. Where curbs are installed, water may not discharge
more than two feet beyond the curb. Under no circumstances shall the
driveway be allowed to extend beyond the edge of the existing pavement
and traveled way thereby creating a hump or uneven driving surface
on the pavement or traveled way.
C. All driveways shall meet the abutting roadway at a horizontal angle
of 90°.
D. All driveways shall be designed in profile, grade and location to
permit a minimum stopping sight distance in accordance with the following
requirements:
(1) For the purposes of this subsection, sight distance should be considered
to be "stopping sight distance" per AASHTO (American Association of
State Highway and Transportation Officials) recommendations.
(2) Roads which are not posted for speed limits shall be considered to
be 50 mph (State of New Jersey driving laws should be considered to
be the bottom line), unless in the opinion of the Township Engineer,
the applicant's Engineer can demonstrate in writing that the
horizontal geometric considerations, location, acceptable design criteria
and driver expectancy considerations dictate otherwise.
(3) Driveway entrances onto county and state roads shall comply with
county and state sight distance requirements.
(4) Design criteria shall be based on AASHTO (American Association of
State Highway and Transportation Officials) recommendations with regard
to driver expectancy and perception, roadway alignment, vertical grade
of approach to intersection, driver reaction time and driver braking
time.
(5) The following equations shall be utilized for calculating stopping
sight distances for driveway intersections with local rural roads:
[Amended 5-6-2004 by Ord. No. 04-03]
(a)
d = 1.47(V)(t) + 1.075(V2/a) = stopping
sight distance for level wet pavement.
(b)
d = 1.47(V)(t) + V2/[30([a/32.2]
+/- G)] = stopping sight distance for variable road grades with wet
pavement.
|
Where:
|
|
|
d
|
=
|
stopping sight distance.
|
|
|
V
|
=
|
Vehicle velocity in mph.
|
|
|
a
|
=
|
Braking deceleration rate, 11.2 ft/s2.
|
|
|
t
|
=
|
Braking reaction time, 2.5 seconds.
|
|
|
G
|
=
|
Road grade measured in feet/feet.
|
(6) The sight distance measurement shall be from a sight point 3.5 feet
above the ground on the center line of the driveway and from eight
to 15 feet behind the curbline or edge of pavement) of the major road.
The sight distance should be to an object in the road measuring 3.5
feet in height and with a minimum of 0.5 feet of grade clearance to
view the object.
(7) Clear sight triangles shall be established connecting the sight points
described above and shall be maintained in order to provide clear
vision between sight points.
(8) All applicants shall take the required action to obtain the required
sight distance, immediately after receipt of initial driveway permit
approval and during the commencement of the driveway construction.
(9) Any and all actions taken to obtain the required minimum sight distance
shall be done in a lasting and permanent manner.
(10) Issuance of a temporary or a permanent certificate of occupancy shall
be subject to compliance with the provisions of this section and approval
of the driveway construction.
E. Driveways at corner lots shall be located at least 50 feet from the
edge of the pavement of the intersecting roadway.
F. The slope of the driveway shall not exceed 6% either upwards or downwards
for a distance of at least 20 feet from the curb or gutter line. The
Township Engineer may require additional precautions when the proposed
vertical grade of the driveway is between 10% and 15% in the first
100 feet from the point 20 feet or more from the curb line or gutter
line. Changes in vertical grades shall intersect with smooth vertical
curves not less than 12 feet in length.
G. Where driveways are at a higher or lower elevation than the street
and any portion of the driveway exceeds a vertical grade of 8%, the
following shall be performed:
(1) The driveway shall be paved with a minimum of two inches compacted
thickness of bituminous concrete, type FABC — 1, over a minimum
of four inches compacted thickness of soil aggregate, type 5A or 2B
(or dense graded aggregate), Masonry pavers or concrete may be substituted
for the bituminous concrete, outside of the public road right-of-way
and on an acceptable base material. The Township Engineer shall approve
the substituted construction materials.
(2) Where the driveway crosses a ditch or swale, the Township Engineer
may require either maintaining the existing swale or installing a
suitably sized pipe or a combination of the two methods.
H. Driveway length is measured along the center line of the driveway
from the dwelling to the road surface edge.
I. All driveways shall be paved for 25 feet from the existing edge of
pavement, with a minimum of two inches compacted thickness of bituminous
concrete, type FABC – 1, over a minimum of four inches compacted
thickness of soil aggregate, type 5A or 2B (or dense graded aggregate).
Masonry pavers or concrete may be substituted for the bituminous concrete,
outside of the public road right-of-way and on an acceptable base
material. The Township Engineer shall approve the substituted construction
materials.
J. Consideration shall be given to the effect of increased runoff on
downstream properties. The Township Engineer may require that measures
be taken to limit runoff rates from the proposed driveway to values
prevailing before development.
K. Driveways less than 200 feet in length shall have the minimum pavement
width of 10 feet.
L. Driveways of 200 feet or more in length shall be cleared and graded
to a minimum width of 14 feet and shall have a cartway at a minimum
width of 10 feet (paved if required). Horizontal curves shall be aligned
to have a minimum center line radius, which will accommodate emergency
vehicles (i.e., fire truck and rescue squad). The minimum design standard
to be utilized for turning movements is the American Association of
State Highway and Transportation Officials SU design vehicle.
M. Common driveways.
(1) A maximum of three single-family dwellings may be served by a common
driveway, subject to the approval of the municipal agency having jurisdiction
over the subdivision application, which proposes to create the lots
that will share the driveway.
(2) Any portion of a driveway utilized by more than two dwellings shall
have a minimum paved cartway width of 16 feet and be graded to a minimum
width of 20 feet.
(3) Common driveways shall have deeded provisions for maintenance, parking,
and snow removal; however, the Township shall not be responsible for
enforcement of this provision.
(4) All common driveways shall be paved in accordance with §
53-4I of this chapter, for a minimum of 100 feet from the intersection of the major road, into the property being served.
N. Driveways of 250 feet or more in length shall have facilities suitable
for emergency vehicle (i.e., fire truck and rescue squad) turnaround
and for the passing of larger vehicles consisting of the following:
A turn-off area at a minimum width of 12 feet and length of 30 feet
shall be provided along the driveway not less than 75 feet from the
dwelling. The turn-off area shall be paved with soil aggregate type
5A or 2B at a minimum compacted thickness of four inches.
O. Multifamily, commercial and industrial driveway widths shall be designed
to accommodate commercial vehicles and higher traffic volumes but
in no case shall exceed a maximum width of 35 feet.
P. Driveway allotment and adjacent driveway openings.
(1) The maximum number of driveway openings permitted from a commercial
or industrial lot to any one public road (the term "public road" is
any road set forth in N.J.S.A. 40:55D-35, and said driveway point
of access must front on such a public road as so defined) shall be
limited as follows:
|
Length of Lot Frontage
(in feet)
|
Permitted Number of Driveway Openings
|
---|
|
150 or less
|
1
|
|
151 or more
|
2
|
(2) The maximum number of driveway openings permitted from a residential
lot to any one public road (the term "public road" is any road set
forth in N.J.S.A. 40:55D-35 and said driveway point of access must
front on such a public road as so defined) shall be one.
(3) Adjacent driveway openings. A minimum clear distance of 50 feet shall
separate any two driveways (on the same premises or on adjoining lots)
entering upon a single public road, as measured along the public road
right-of-way line.
Q. No new driveway shall be constructed with a vertical grade exceeding
15%.
(1) In cases where the vertical grades exceed 15% for a new driveway,
prior to the issuance of a driveway permit, a written confirmation
from the Township emergency services including but not limited to
the rescue squad, Fire Department and Police Department must be obtained
to confirm that safe access can be achieved to the new home site.
(2) In addition, a professional engineer licensed in the State of New
Jersey (engineer) must provide a certification that measures have
been taken to control stormwater runoff rates (volumes and velocities)
from the proposed driveway, as compared to those prevailing values
prior to development based on plans and calculations that the engineer
has reviewed, revised and/or prepared.
R. New driveways shall be located a minimum of five feet from property
boundaries with the exception of the designated boundary which the
driveway crosses to exit the property.
S. The construction of any driveway or home in the municipality that
is part of a major subdivision is subject to the standards promulgated
by the New Jersey Soil Conservation Committee and administered by
the Warren County Soil Conservation District. The enforcement of this
provision shall be the responsibility of the Warren County Soil Conservation
District; a permit from whom is required prior to issuance of a building
permit by the Township Construction Code Official.
Upon written request from an applicant for a driveway permit, the Township Engineer, acting as agent for the Township Committee, may review a waiver of the sight distance requirements of §
53-4D or any other provisions of this chapter. The waiver will be considered for individual cases and upon a showing of hardship or inability to comply with existing requirements, provided that the protection to the applicant and the public sought by the waiver requirements are not significantly reduced, and provided that such a waiver may be granted without detriment to the applicant or the public in general. Furthermore, no waiver or relief may be granted which would create substantial public danger or substantial public inconvenience and would not substantially impair the provisions of this subsection or the standards promulgated by the New Jersey Conservation Committee and administered by the Warren County Soil Conservation District. The Engineer shall review the request from the applicant in triplicate which shall contain the following:
A. A written description, detailing the reasons a waiver is needed,
to be considered only when no complying alternative can be found.
B. Upon receipt of all the required information, the Engineer will review and inspect the proposal and report all findings to the applicant and Township Committee within 20 days for waiver under §
53-9.
The paving of an existing driveway servicing an existing single-family dwelling for which a certificate of occupancy has been issued prior to the passage of this chapter shall be subject to this chapter, unless waived by the Township Committee under §
53-9 of this chapter.
No person, firm or corporation shall divert, direct, pump or
discharge water onto the surface of any Township road or Township
right-of-way, wherein said road will cause unsafe traveling conditions
and/or cause the road surface to deteriorate and/or cause erosion
of same.
The Township Engineer of the Township of Liberty or his/her
designee is hereby designated to enforce this chapter.
Any person or persons or firm or corporation violating any provision
of this chapter which results in damage to or obstruction of any street
or road, gutter, storm drain, catch basin, inlet or culvert shall
be responsible for all expenses incurred by the Township in repairing
such damage or removing the obstruction, in addition to a fine not
to exceed $1,000 or imprisonment for a period not to exceed 90 days,
or both. Each and every day that a violation continues after notification
thereof shall constitute an additional, separate and specific violation.
Where existing streets adjoin or are included in major subdivisions and where the existing streets are required to be paved and improved, the Township shall have the right to waive any requirements as stated in §§
53-4 and
53-5 of this chapter, provided that:
A. The Township Engineer has recommended that the paving and improvement
requirements should be modified in the interest of public safety and
welfare and has specified, in writing, the revised paving and improvement
requirements.
B. The value of the work to be performed on existing streets under the
above revised requirements is approximately equal to that under the
Township specifications.
C. The developer has agreed to the revised paving and improvements on
existing streets by the adoption of a resolution by the Township Committee.
D. The Township agrees to the revised requirements for paving and improvements
on existing streets by the adoption of a resolution by the Township
Committee.