[Amended 10-7-2019 by Ord. No. 2019-3267]
Improvements shall be designed and constructed in accordance
with the requirements herein.
A. Should improvements be required which are not provided for within
the particular sections of this chapter, they shall be designed and
constructed in accordance with sound and accepted engineering practices
and recognized design standards.
B. The developer (or his engineer) shall submit detailed design calculations
and construction specifications in each such instance.
C. Prior to the completion of such specialized design, the particular
standards to be utilized shall be submitted for review by the Planning
Board and Township Engineer.
D. All parking areas, passageways and driveways shall be constructed
with either asphalt concrete flexible pavement structure or a portland
cement concrete rigid pavement structure.
(1)
Only one type of pavement shall be utilized throughout any site.
(2)
Semi-pervious surface materials may be utilized under special
conditions, as approved by the Planning Board Engineer.
E. The pavement structure design for each particular site utilizing
either a flexible or rigid pavement type shall be the responsibility
of the developer (or his engineer).
(1)
The pavement design shall be based upon traffic loading projections
and field sampling and laboratory analysis of the subgrade soils to
be encountered in roadway areas in the site and shall follow current
design recommendations of the Asphalt Institute, Portland Cement Concrete
Association or such other generally recognized standards as may be
acceptable to the Planning Board.
(2)
As a minimum requirement, rigid portland cement paving shall
be expansion-joint-type paving utilizing joints similar to Type A
expansion joints, according to the Standard Construction Detail of
the New Jersey Department of Transportation; shall be reinforced,
constructed with Class B air-entrained concrete and shall have a minimum
thickness of six inches.
(3)
Flexible asphalt concrete pavement shall consist of at least
four inches of hot mix asphalt (HMA) base course (Mix 19M64) and a
minimum wearing course surface of not less than 1 1/2 inches
of pavement, Mix HMA 9.5M64 (minimum total pavement thickness: 5 1/2
inches) or other appropriate pavement composition determined as previously
enumerated in this section, all in accordance with the applicable
requirements of the standard specifications.
F. Sidewalks with a minimum width of four feet and a minimum thickness
of four inches shall be provided in all parking areas for five or
more vehicles, between parking areas and principal structures, along
aisles and driveways, and wherever pedestrian traffic shall occur.
(1)
Sidewalks must be raised and curbed six inches above the parking
area except where crossing streets or driveways, and wherever pedestrian
traffic occurs.
(2)
Sidewalks and parking areas must be arranged to prevent cars
from overhanging or extending over sidewalk areas.
(3)
All sidewalk construction shall be in accordance with the applicable
requirements of the standard specifications.
(4)
Sidewalk areas crossing driveways shall be six inches reinforced
with welded wire fabric (66-12) or equivalent approved by the Township
Engineer.
G. The design and construction or approval of all public systems (or
extensions of existing systems), either publicly or privately owned,
shall be under the jurisdiction of the Township of Middletown Sewerage
Authority. Prior to the approval of any site plans, the full approval
of any public sewerage disposal system must have been obtained from
the Township of Middletown Sewerage Authority and where applicable,
required state permits filed with the Planning Board.
H. No topsoil shall be removed from the site or used as spoil. All topsoil
moved during the course of construction shall be redistributed on
all regraded surfaces so as to provide an even cover and shall be
stabilized by seeding or planting. All regraded areas shall be covered
by a four-inch minimum thickness.
I. No tree of eight-inch caliper or more, located on a lot between the
borders of the lots and building setback line, shall be removed except
for the installation of a driveway aisle or parking area unless such
approval is in accordance with a plan approved by the Planning Board.
J. All planting, clearing, selective thinning, topsoiling, seeding and
other landscape work shall conform with the applicable requirements
of the standard specifications.
[Amended 7-18-2005 by Ord. No. 2005-2825]
A. All grading, excavation or embankment construction shall be in accordance
with the approved final plat and shall provide for the disposal of
all stormwater runoff and such groundwater seepage as may be encountered.
All clearing, excavation and embankment construction shall be in accordance
with the applicable requirements of the Standard Specifications. No
excavated material may be removed from the site except in accordance
with an approved final plat nor without the prior approval of the
Township Engineer. Where borrow excavation materials from off-site
sources are required to complete the necessary grading, such material
shall meet the requirements of the Standard Specifications for Borrow
Excavation, Zone 3, and shall be subject to the approval of the Township
Engineer. All trees to be saved must have a snow fence erected at
the drip line of the tree.
B. Material which the Township Engineer judges unsuitable for use in
roadway embankment may be used for grading outside the roadway right-of-way
or in building areas with the permission of the Township Engineer
and the Construction Official (for building areas). Any unsuitable
material which cannot be satisfactorily utilized on the site shall
be removed from the site and disposed of at places to be provided
by the developer.
C. All construction layout and grading stakes shall be set by a licensed
land surveyor or professional engineer employed by the developer or
his contractor.
D. All rough grading must be completed prior to the construction of
roadway subgrade. All sidewalk areas and slope areas must be fully
graded prior to the construction of finished pavements or pavement
base courses.
E. To preserve the integrity of pavements, embankments and excavations
for streets or roadways shall be provided with slopes no steeper than
one foot vertical rise for every three feet of horizontal distance.
F. Such slopes shall be suitably planted with perennial grasses or other
ground cover plantings in accordance with the plans approved by the
Municipal Agency.
G. In areas where excavations or embankments would extend significantly
beyond road rights-of-way, thereby causing disruption to the natural
environment of the development, the Municipal Agency may, upon the
application of the developer, consider or may, upon its own initiative,
direct the use of terraces, retaining walls, crib walls or other means
of maintaining roadway slopes.
(1)
In any event, the entire roadway right-of-way shall be fully
graded and any retaining walls, crib walls or terraces shall be located
outside of the roadway right-of-way, and their maintenance shall be
the responsibility of the owner of the property on which they are
constructed.
(2)
The developer shall make suitable provisions in the instruments
transferring title to any property containing such terraces, retaining
walls or crib walls and shall provide a copy thereof to the Municipal
Agency and the Township Clerk.
(3)
All graded areas within or outside of the roadway right-of-way
shall be neatly graded, topsoiled, fertilized and seeded to establish
a stand of perennial grasses.
H. Top of slopes in excavations and the toe of slopes in embankment
areas shall not extend beyond the right-of-way line or, where provided,
the exterior line of the six-foot-wide shade tree and utility easement
required herein.
(1) Sidewalk
and easement areas shall slope at 2% to the top of the curb elevation,
and sidewalk construction shall conform to this slope.
I. Lot grading. Lots shall be graded to secure proper drainage and to
prevent the collection of stormwater. Said grading shall be performed
in a manner which will minimize the damage to or destruction of trees
growing on the land. Topsoil shall be provided and/or redistributed
on the surface as cover and shall be stabilized by seeding or planting.
Grading plans shall have been submitted with the preliminary and final
plats, and any departure from these plans must be approved in accordance
with the requirements of this chapter for the modification of improvements.
Grading shall be designed to prevent or minimize drainage to structures
or improvements when major storms, exceeding the design basis of the
storm drainage system, occur.
(1)
Wherever possible, the land shall be graded so that the stormwater
from each lot shall drain directly to the street. If it is impossible
to drain directly to the street, it shall be drained to a system of
interior yard drainage designed in accordance with the standards for
drainage facilities and suitable drainage easements shall be provided.
(2)
Unless otherwise required by the Standard Specifications, all
tree stumps, masonry and other obstructions shall be removed to a
depth of two feet below finished grade.
(3)
The minimum slope for lawns shall be 3/4%, and for smooth, hard-finished
surfaces, other than roadways, 4/10%.
(4)
The maximum grade for lawns within five feet of a building shall
be 10%, and for lawns more than five feet from a building, 25%.
(5)
Retaining walls installed in slope control areas shall be constructed
of heavy treated lumber or logs, reinforced masonry or of other material
acceptable to the Township Engineer and adequately designed and detailed
to carry all earth pressures, including any surcharges. The height
of retaining walls that are designed to protect a cut shall not exceed
1/3 of the horizontal distance from the foundation wall of any building
to the face of the retaining wall. Where a retaining wall is proposed
in order to accommodate the filling and/or leveling of sloped properties,
it shall not exceed six feet in height, except that any such wall
designed to accommodate fill or leveling located within a required
setback area shall not exceed three feet in height.
(6)
The developer shall take all necessary precautions to prevent
any siltation of streams during construction. Such provisions may
include, but are not limited to, construction and maintenance of siltation
basins or holding ponds, and division berms through the course of
construction.
Driveway aprons shall be required between the curbing and the sidewalk. They shall be six inches of concrete according to specifications required for curbing described in §
540-611D(4) above. When sidewalks are not required, there shall be constructed on each building lot, a bituminous concrete apron 10 feet wide between the curb and the right-of-way line which shall be two inches thick of bituminous concrete type FABC and built over a quarry blend stone base four inches thick.
[Amended 1-22-2002 by Ord. No. 2002-2667; 3-15-2010 by Ord. No. 2010-3002; 6-17-2013 by Ord. No. 2013-3089]
A. Fences, hereafter erected, altered or reconstructed in all residential
zones in the Township, shall not exceed six feet in height above ground
level, and fences erected, altered or reconstructed in all nonresidential
zones in the Township shall not exceed eight feet in height above
ground level, except as follows:
(1)
Fences, which are not open fences as defined in this chapter,
located in a required front, street side or street rear yard, shall
not exceed 36 inches in height.
(2)
In any business or industrial zone, open-wire fences not exceeding
eight feet in height may be erected in the rear or side yard areas
and behind the required front street side or street rear yard setback
line.
(3)
On park, recreation or school properties, open wire fences not
exceeding eight feet in height may be erected in the rear or side
yard areas and behind the building setback line.
(4)
Fences specifically required by other provisions of this chapter
and other municipal and state regulations.
B. All fences shall be set back a minimum of three feet from the top
of a structural retaining wall. Any fence proximate to or associated
with a structural retaining wall shall be set back at least 15 feet
from a property line.
C. Barbed wire, razor wire, canvas or cloth fence and fencing construction
are prohibited in all zones in the Township. The ban on barbed wire
shall not apply to fencing located on and necessary to the operation
of a farm or to barbed wire strands placed atop security fencing six
feet high or more around a conforming commercial or industrial use,
provided that the fencing conforms to all other standards and that
no barbed wire fencing be permitted in the front yard of the nonfarm
uses.
D. All supporting members of a fence shall be located on the inside
of the fence, and if erected along or adjacent to a property line,
the supporting members of the fence shall face the principal portion
of the tract of land of the property upon which the fence is erected.
E. All fences must also comply with the provisions the New Jersey Uniform
Construction Code except where in conflict with the technical provisions
of this section.
F. Tennis court fences, baseball and softball backstops and spectator-protective
fencing are exempt from the requirements of this section, provided
they are not located within any required yard area. Located outside
of any required yard area, they are subject to the height limitations
of the particular zone district.
G. Fences which are painted shall be painted in only one color, harmonious
with the surrounding area. Multicolored fences are prohibited.
H. Fences shall be erected in a manner so as to permit the flow of natural
drainage and shall not cause surface water to be blocked or dammed
to create ponding.
(1) In
the MC Marine Commercial Zone, open fences of a height of 12 feet
or less are permitted within the front setback. Such fences shall
be used for recreational purposes only and shall be located no closer
than 10 feet to the front lot line.
I. Structural retaining walls.
(1)
Structural retaining walls shall not exceed three feet in height
within a required setback area.
(2)
Staggered or tiered walls shall be considered single walls unless
there is a minimum horizontal distance between the top of any single
section or tier and the base (toe) of the next higher section or tier
is not less than two times the height of the lower section or tier.
If there are more than three single sections or tiers, the minimum
distance between the top of the third tier and the base (toe) of the
next higher section or tier shall be not less than 2 1/2 times
the height of the lower section or tier.
(3)
In no case may a single section of a tiered wall exceed three
feet in height within a required setback area.
(4)
The base of a structural retaining wall shall be set back a
minimum three feet from a property line.
(5)
The structural design of all structural retaining walls shall
be approved by the Township Engineer.
(6)
General construction details of the proposed walls must be provided
as part of preliminary major subdivision or site plan applications.
The final design of the construction details of the proposed walls
must be provided as part of final major subdivision or site plan applications.
J. No fence or wall shall be erected so as to encroach upon a public
right-of-way.
Site plan and subdivision layouts shall comply with the following:
A. No structure or parking areas including but not limited to commercial
business and residential buildings, or fill, will be allowed within
30 feet of the existing ponds, lakes, floodways, streams, wetlands,
marshlands, or riparian lands.
B. Any other resource protection area, as herein defined, including
but not limited to marshlands (areas wherein standing water is retained
for 24 or more consecutive hours and to which vegetation unique to
marshes, swamps, or wetlands has become adapted) and areas where conservation
is required, shall not be encroached upon if, in the opinion of the
Township Engineer, through consultation with the Environmental Commission,
encroachment or construction upon such resource area will constitute
a hazard to existing drainage patterns and balance of the natural
environmental systems within and adjacent to the area of the site.
C. Where a floodplain encroachment permit is required, design shall comply with §§
540-943 and
540-527.
[Amended 11-21-2011 by Ord. No. 2011-3046]
A. All site plans, subdivision and planned development layouts shall
comply with the following requirements:
(1)
Each development shall identify and map on-site critical areas.
Such mapping shall depict the location of each of two classes of critical
area in relation to the proposed development. Each class of area shall
be distinguished graphically and the total area of each class within
each lot shall be noted.
(a)
Class I Critical Areas shall include all lands which are within
one or more of the following:
[3]
The area of steep slopes which are 25% or greater.
[4]
Surface waters and watercourses.
(b)
Class II Critical Areas shall include all lands which are within
one or more of the following:
[1]
Steep slope areas where the slopes are 15% or greater, but less
than 25%.
[2]
Transition areas, insofar as they apply to freshwater wetlands,
required pursuant to the New Jersey Freshwater Wetlands Protection
Act (N.J.S.A. 13:9B-1 et seq.).
(2)
Each lot shall contain a contiguous developable area in accordance with the buildable lot area as specified in the schedule in §
540-902. Up to 25% of the contiguous developable area of any lot can be Class II Critical Areas.
[Amended 12-18-2000 by Ord. No. 2000-2604]
(3)
Any portion of any site or lot which is both a Class I and Class
II Critical Area shall be considered as Class I only.
(4)
When a development proposal meets the requirements of the FAR
provisions of the Zoning Ordinance, but the site is substantially
constrained with Class I and II critical areas or of unusual size
or shape (i.e., nonrectangular), the developer must demonstrate that
it can substantially comply with all Zoning Ordinance requirements
including, but not limited to, setbacks, buffering, parking, building
size and height. Where the Board concludes that such compliance is
not met, a reduction in building size or number of lots may be required.
[Amended 12-18-2000 by Ord. No. 2000-2604]
(5)
Each development shall be designed to minimize disturbance of
critical areas during construction and subsequent use of the property.
The following standards shall be adhered to:
(a)
No fill or principal building shall be located within 30 feet
of a tidal wetland.
(b)
Principal nonresidential buildings and accessory buildings and
structures, including open or enclosed parking, shall be set back
at least 12 feet from any required freshwater wetland transition area.
(c)
Where any yard of a residential development is within a freshwater
wetlands transition area, the required yard setback shall be maintained
between the building or structures and the transition area boundary.
(6)
Where appropriate, and contingent upon the required approval
of any other governmental agency, the Municipal Agency may approve
the following where they do not impair the integrity of a critical
area:
(a)
Water-dependent buildings, structures or accessways.
(b)
Buildings or structures incidental to the use of a critical
area as public or common open space.
(c)
Pedestrian or vehicular accessways.
(d)
Structures necessary for shore protection or flood control such
as bulkheads, or revetments.
B. Insofar as is practical, side lot lines shall be at right angles
to straight streets, and radial to curved streets.
C. Lot line on widened street. Where extra width is to be provided for
the widening of existing streets, lot measurements shall begin at
the proposed right-of-way line, and all setbacks shall be measured
from such lines unless otherwise provided by this chapter.
D. Unsuitable lots.
[Amended 12-18-2000 by Ord. No. 2000-2604]
(1)
All lots created within the Township of Middletown shall be
suitable for the purpose for which they are intended to be used. To
prevent the use of lots which are not suitable because of adverse
conditions, including but not limited to topography, rock formations,
flood conditions, soils, wetlands and wetland transition areas or
unusual size, shape or configuration, the Municipal Agency may withhold
approval of such lots, or require revisions in a subdivision layout.
(2)
Residential building lots shall be suitable where there exists
adequate lot area for the construction of a principal structure as
well as normal accessory residential uses such as, pools, decks, sheds
and garages.
E. All lots are to be entirely graded.
F. Minimum of five substantially different front elevations with varied
setback as approved by the Municipal Agency shall be used for dwellings
in each subdivision.
G. Only those trees shall be removed as shall be necessary to permit
construction of streets, driveways, lawns, and dwellings, and other
authorized structures.
H. Prior to final plat approval by the Municipal Agency, two copies
of the map shall be submitted to the Township Engineer for proper
assignment of lot and block numbers and street numbers. One copy of
said map shall be returned with the new numbers shown. The other copy
will be retained for Tax Map purposes. Lot and block numbers will
be assigned in accordance with the Tax Map specifications of the State
of New Jersey, Department of the Treasury, as amended. Subdivided
lots and blocks shall generally bear the original numbers with a number
added as a subscript. The use of letter designations should particularly
be avoided.
I. Lot frontage. Each lot shall front on an approved street accepted
or to be accepted by the Township.
J. All structures must be accessible by means of an approved driveway.
The driveway must be not less than 10 feet wide and must have a center-line
grade of not less than 0.5% and not greater than 10%. For all non-single-family
uses, driveways must provide turnarounds to eliminate the necessity
of any vehicle backing onto any street.
K. Minimum circle diameter.
[Amended 3-5-2007 by Ord.
No. 2007-2900; 5-21-2007 by Ord. No. 2007-2916]
(1)
The building envelope for any lot shall be of such dimensions
that it shall be able to contain within it the shape of a circle whose
minimum diameter is not less than as prescribed as follows:
|
Interior Lot in Zone
|
Minimum Circle Diameter
(feet)
|
---|
|
R-220
|
158
|
|
R-130
|
158
|
|
R-110
|
153
|
|
R-90
|
140
|
|
R-45
|
125
|
|
R-45A
|
NA
|
|
R-30
|
99
|
|
R-22
|
77
|
|
R-22A
|
NA
|
|
R-15
|
63
|
|
R-10
|
50
|
|
RTF
|
NA
|
|
R-7
|
50
|
|
R-5
|
32
|
|
RO
|
30
|
|
RR
|
70
|
(2)
The minimum required circle diameter may be reduced by 40% at
lots that predominantly front upon a cul-de-sac bulb.
(3)
Any existing detached single-family dwelling which is a conforming
use but which is on a lot made nonconforming by the provisions of
this section, or was established as part of a performance residential
or cluster development, may be enlarged or expanded within its building
envelope, provided that such expansion conforms to all other zone
district regulations.
(4)
The requirements specified in §
540-624K(1) shall not apply to lots created as a result of an approved performance residential development.
[Amended 3-15-2010 by Ord. No. 2010-3002]
Monuments shall be of a size and shape required by N.J.S.A.
46:26B-1 et seq., and amendments and supplements thereto and shall
be placed in accordance with said statute. In addition to the required
monuments after the grading is finished, the developer shall install
a solid steel stake 3/4 inch to 7/8 inch in diameter, 30 inches in
length, and including a cap identifying the surveyor's name and license
number on lot corners, lot line angle points, or other changes in
direction not marked by monuments, and at all angle points or discontinuities
in easement lines where such easements are not parallel to property
lines.
[Amended 7-18-2005 by Ord. No. 2005-2825]
A. In all zones and in connection with every industrial, commercial,
institutional, professional, recreational, residential or any other
use, there shall be provided off-street parking spaces in accordance
with the requirements and parking lot standards as contained in this
section.
(1)
Each dead storage bay of an off-street parking space may be
perpendicular with the aisle, parallel with the aisle, or at any angle
between 60° and 90°. No angle parking layout shall be permitted
with an angle less than 60°.
(2)
Off-street parking spaces shall be provided as further specified
in this chapter with necessary passageways and driveways.
(3)
All such spaces shall be deemed to be required space on the
lot of which it is situated and shall not be encroached upon or reduced
in any manner.
(4)
Parking for mixed-use buildings.
[Amended 7-18-2005 by Ord. No. 2005-2825]
(a)
A minimum of 3.5 parking spaces for every 1,000 square feet
of gross commercial floor area shall be provided.
(b)
Parking for residential uses shall comply with Residential Site
Improvement Standards.
(c)
Shared parking on adjacent parcels. When land uses on adjacent parcels create shared parking areas with pedestrian and/or vehicular circulation paths and access points that are under common ownership or controlled by a reciprocal easement agreement, the collective parking requirements for development on those properties may comply with the standards set forth in Subsection
A(4)(a) and
(b) above.
(d)
Shared parking on noncontiguous parcels. Required parking for
mixed-use buildings may be supplied at a noncontiguous parcel, provided:
[1]
Parking is available within 1,000 feet of the mixed-use development;
[2]
Both the mixed-use development and the parking facility comply
with parking lot design standards; and
[3]
Off-site parking spaces may not already be designated as required
parking for some other use.
(e)
Documentation confirming the ownership and/or management arrangement
for any shared parking arrangement shall be submitted prior to approval
by the Approving Authority.
(f)
Properties with extra parking retain expansion rights equivalent
to that number of extra spaces.
(g)
Provided a mixed-use building(s) complies with off-street parking
lot design standards, legal on-street parking along the tract's street
frontage may be counted toward the development's minimum parking requirements.
(h)
The minimum required number of parking spaces may be reduced
by 25% provided a mixed-use building is within 2,500 feet of a designated
transit stop.
(5)
No commercial vehicle with a gross vehicle weight in excess
of 10,000 pounds shall be parked out-of-doors overnight in a residential
zone.
(6)
See §
540-919C(4) for parking requirements applicable to mixed-use development in the B-1 Zone.
B. Parking for all uses in all zones shall not be located in any required
front yard area, unless otherwise specified, nor between any existing
or proposed building (or the extension of the plans of the exterior
surface of any existing or proposed building to the lot boundaries)
and any street right-of-way line.
(1)
Parking for single- and two-family dwellings shall not be subject
to yard area location restrictions, except that such parking shall
be set back at least five feet from all property lines.
(2)
Parking shall only be permitted with access aisles meeting the requirements of §
540-612.
(3)
No parked vehicles shall block or obstruct sidewalks or walkways
and no parking shall be permitted on lawn or landscaped areas, or
other areas not intended, designed and/or approved for such parking.
(4)
Parking areas for nonresidential uses shall not be located within
50 feet of any residential zone.
(5)
Parking areas of five or more spaces shall not be located within
20 feet of any street or right-of-way line, except for private streets
and drives, in which case, the minimum distance shall be eight feet.
(6)
Parking facilities in business or industrial zones may be located
in any yard space but shall not be closer than 20 feet from any street
line.
(7)
No area shall be used for parking unless it is large enough
to provide for at least two contiguous stalls. For single- and two-family
dwellings, the following shall apply:
(a)
Garage space may provide for one of the required spaces, and
the second space may be arranged in tandem.
(b)
Garage space shall comply with requirements of §
540-619B of this chapter.
(8)
All required parking spaces and facilities shall be located
on the same lot or parcel as the structure or use it shall serve except,
in the case of nonresidential uses, parking facilities may be provided
on other lots or parcels within a radius of 500 feet from the boundary
of the lot containing the use to which said parking spaces and facilities
are accessory, provided that said lots are in the same ownership as
the lot containing the principal use and subject to deed restrictions
binding the owner and his or her successors and assigns to maintain
the required number of spaces available and required facilities throughout
the life of such use.
(9)
Off-street parking areas shall be designed to prevent the maneuvering
of vehicles into or out of parking spaces or the storage of vehicles
within any portion of an entrance driveway or driveway lane that is
within 20 feet of right-of-way line of a public street.
(a)
Off-street parking areas shall be so designated to permit all
vehicles to turn around on the site in order to prevent the necessity
of any vehicles backing onto a public street from such site.
(b)
No required off-street parking space including adjacent parking
access lanes or maneuvering space shall be located within the existing
or proposed right-of-way of public streets.
(10)
Any site that provides temporary stopping space or maneuvering
space for vehicles of customers or patrons seeking service at a roadside
business establishment, such as a roadside grocery stand, filling
station, drive-in bank, and others shall be located so that the stopping,
stacking, maneuvering aisles are set back at least 10 feet from any
existing, or where applicable, future, right-of-way line of a public
street.
|
Figure No. 4, Safety Island Details
|
(11)
Where parking, other than for single- or two-family dwellings,
is permitted between the front building line, a safety island or raised
median separating the public street from the parking area shall be
provided in accordance with the following minimum requirements:
(a)
The width of the safety island shall be that width between the
proposed curbline to a point eight feet inside the property line.
When this width is less than 18 feet, the parking area shall be reduced
to provide a minimum width for the safety island of 18 feet. All required
tree and shrub plantings shall be placed on the on-site portion of
the safety island.
(b)
When perpendicular or angled parking spaces abut the safety
island, the stall depth shall be measured from a point one foot outside
the face of the curb for perpendicular spaces or angled spaces greater
than 60° and two feet outside the face of curb for 60° angle
spaces. Such parking spaces shall be separated from access drives
by curbed islands with a minimum width of 10 feet.
(c)
Safety islands shall be landscaped, topsoiled, and seeded, except
that they may, as an alternative to seeding, be provided with a cover
or mulch of maintenance-free materials which provide a clear and unmistakable
distinction between the parking area and the safety island.
(d)
Notwithstanding the use of maintenance-free materials, there
shall be provided at least one deciduous tree three inches in caliper
at breast height every 40 feet or part thereof, on all safety islands.
A greater distance will be allowed for plantings, if necessary, for
traffic safety. The area between trees shall be planted with evergreen-type
shrubs sufficient to provide low-level screening of the vehicles in
the parking area from the public street. The portion of the safety
island within 25 feet of any access drive or the sight triangle of
a street intersection shall be planted with evergreen-type shrubs
less than 30 inches in height. Alternate or additional plantings may
be permitted by the Municipal Agency in accordance with an approved
site plan.
(e)
No commercial signs, light standards or other aboveground obstructions
other than plantings shall be permitted within 10 feet of the street
right-of-way.
C. Each perpendicular or angle off-street parking space shall occupy
a rectangular area of not less than nine feet in width and 18 feet
in depth, exclusive of access drives and aisles, except that parking
spaces for the physically handicapped shall be 12 feet wide and 18
feet in depth. Parallel parking spaces shall occupy a rectangular
area nine feet by 21 feet.
(1)
The depth of perpendicular or angled parking stalls which abut
a landscaped dividing strip shall be measured from a point one foot
outside the face of the curb for perpendicular spaces or angled spaces
greater than 60° and two feet outside the face of the curb for
60° angled spaces.
(2)
Uses that own, rent or service motor vehicles larger than automobiles
which must be parked and/or stored on the site shall indicate in the
statement of operations submitted with the site plan, the size of
such vehicles and the anticipated largest number of such vehicles
to be stored and/or parked on the site at any single time.
(a)
The site plan shall show a sufficient number of parking and/or
storage stalls at any adequate size for the largest number of such
vehicles to be parked and/or stored on the site at any one time.
(b)
Aisles providing for access to such parking and/or storage stalls
shall be of adequate width for the vehicles to be served.
(c)
Failure of an applicant to indicate, where applicable, in the
statement of operations that vehicles larger than automobiles are
to be parked and/or stored on the site and provide for such parking
and/or storage on the site plan shall be a violation of this chapter,
and any building permit or certificate of occupancy that has been
issued shall not be valid and may be revoked.
(d)
Any change of use to a use which requires parking and/or storage
space for a greater number of vehicles larger than automobiles than
the previous use shall be required to make application for site plan
approval.
(3)
When off-street parking is provided in connection with a use
which will assign or can control the utilization of parking areas
(for example, employee only parking areas or commuter parking lots),
the Municipal Agency may approve separate parking areas for subcompact
vehicles. Within such areas, the Municipal Agency may approve the
reduction of stall size to eight feet wide and 16 feet long, subject
to the following:
(a)
Appropriate signing and marking shall be required.
(b)
The number of parking stalls which may be designed for subcompact
vehicles shall be determined by the Municipal Agency based upon documentation
submitted by the applicant.
(c)
If no garage is provided, the parking spaces required by this chapter may not be located in any required front setback area, notwithstanding that parking is permitted in front setback areas by §
540-627B(1) of this chapter.
D. All parking areas, passageways, and driveways shall be surfaced with
a properly designed, durable, all-weather pavement of either bituminous
concrete or portland cement concrete and clearly marked for parking
spaces.
(1)
Parking areas for less than 50 cars, which the Municipal Agency determines are not likely to be utilized by heavy truck traffic or drive-up window service, may be paved with two inches of pavement, Type FABC-1, over a six-inch gravel base, all in accordance with the specifications contained in §
540-631.
(a)
Rigid portland cement concrete pavement may be utilized at the
option of the applicant, who shall submit pavement details for review.
(b)
Minimum requirements shall be a thickness not less than five
inches with reinforcing at least equivalent to welded wire fabric
(66-10x10), Class "C" concrete (air-entrained) and appropriate expansion
and/or contraction joints.
(2)
In parking areas for 100 or more cars, access drives and aisles, which the Municipal Agency determines are likely to be utilized by heavy trucks or unusually high traffic volumes, shall provide paving in accordance with the requirements for streets other than local streets set forth in §
540-631 of this chapter.
E. Sidewalks with a minimum width of four feet and a minimum thickness
of four inches shall be provided in all parking areas for five or
more vehicles, between parking areas and principal structures, along
aisles and driveways and wherever pedestrian traffic shall occur.
(1)
Sidewalks must be raised and curbed six inches above the parking
area except where crossing streets or driveways and wherever pedestrian
traffic shall occur.
(2)
Sidewalks and parking areas must be arranged to prevent cars
from overhanging or extending over sidewalk areas.
(3)
All sidewalk construction shall be in accordance with the applicable
requirements of the standard specifications.
(4)
Sidewalk areas crossing driveways shall be six inches reinforced
with welded wire fabric (66-10x10) or equivalent approved by the Township
Engineer.
F. Curbing. The perimeter of all parking areas and internal islands within all parking areas open to the general public shall have continuous cast-in-place concrete curbing (see Figure No. 3 in §
540-611) with a six-inch face or such alternate curb types as may be approved by the Municipal Agency at the time of site plan approval.
(1)
Concrete used should be in accordance with §
540-610 of this chapter and comply with the Standard Specifications.
(2)
Curbing should comply with requirements of §
540-611 of this chapter.
(3)
The Municipal Agency may waive the requirement for curb in parking
areas open only to employees, service vehicles, or for loading and
unloading, provided that drainage, vehicle control and safety can
be properly accommodated by alternate means.
G. All portions of every site, not utilized for pedestrian paths, parking, access drives, loading areas or approved outdoor storage and not covered by buildings or other construction shall be landscaped as provided in §
540-622 of this chapter.
(1)
This shall include areas immediately adjacent to the site on
public rights-of-way between curb and sidewalk or the property line
of the site.
(2)
Whenever off-street parking areas shall be located next to a
residential zone, said parking areas shall be suitably screened and
buffered subject to approval by the Planning Board.
(3)
Every parking lot with more than 100 spaces shall be divided
as nearly as possible into smaller lots of 50 spaces separated by
landscaped dividing strips, excepting the area for access aisles.
(a)
They shall receive topsoil and be seeded. The use of maintenance-free
material other than seeding and topsoil may be permitted if the same
provides a safe and attractive alternative.
(b)
Unless otherwise approved by the Municipal Agency, said strips shall be planted with deciduous trees of two-inch caliper measured at four feet above the ground with a maximum distance between trees at ground level of 30 feet. All trees shall be planted in accordance with the appropriate requirements of §
540-606. The area between trees shall be planted with a minimum of three evergreen-type shrubs.
(c)
All landscaping for dividing strips shall be shown as part of
the detailed landscaping plan submission, where required.
(4)
The plantings required within the parking areas shall be considered
exclusive from any other plantings that may be required for screening
or safety island planting.
(5)
All parking areas shall be buffered in accordance with requirements of §
540-606 of this chapter and in compliance with the Standard Specifications.
H. All parking areas, appurtenant passageways and driveways serving
commercial and industrial uses shall be illuminated adequately during
the hours between sunset and sunrise when the use is in operation.
Adequate shielding shall be provided by commercial and industrial
users to protect residential zones from the glare of such illumination
and from that of automobile headlights.
I. All parking areas shall provide paint striping to delineate parking
stalls, barrier lines, lane lines, directional arrows, stop lines,
fire lanes and other striping as may be required to insure safe and
convenient traffic circulation. Such striping shall be in substantial
conformance with the Manual on Uniform Traffic Control Devices, except
that all parking stall marking shall be "hairpin" style with eight
inches between parallel stall dividing lines.
J. All parking areas shall provide traffic control signs and devices
necessary to ensure safe and convenient traffic circulation. Such
devices shall be in substantial conformance with the Manual on Uniform
Traffic Control Devices.
K. Parking areas shall be so arranged as to provide adequate access
to all buildings in case of fire or other emergencies.
(1)
No parking shall be allowed within 20 feet of the outer walls
of any nonresidential structure or within such other adequate distance
as the Municipal Agency, in consultation with Township fire officials,
may approve.
(2)
Free access between adjacent parking areas shall be provided.
(3)
The developer shall post adequate signs and provide pavement
markings, approved by the Municipal Agency, prohibiting such parking
in designating such areas as fire zones.
L. Driveways, aisles, and access roads shall be provided according to requirements of §
540-612 of this chapter.
(1)
No unrestricted vehicular access shall be permitted between
adjacent properties. Vehicular access, if agreed upon by the owners
of adjacent properties, or if required by the Municipal Agency, shall
normally be limited to one opening, providing two lanes of traffic
and shall be located in such a manner as to offer continuity of a
similar access drive on the adjacent property.
(2)
The opening shall occur at a point having the greatest distance
from the street line which would facilitate the joining of properties.
(a)
Access shall normally be denied across the remainder of the
side lines by construction of a landscaped dividing strip, five feet
in width on the property being developed. If and when the adjacent
property is developed, there shall be a similar dividing strip at
least five feet wide.
(b)
All dividing strips shall be landscaped as provided in this
section.
(c)
The Municipal Agency may also require that provision be made
for future connection to adjacent undeveloped properties.
M. In the event that parking is proposed on a lot or site having a slope
greater than 10%, regardless of size, it shall be terraced, utilizing
retaining walls or properly reinforced embankment slopes and providing
for adequate safety, stability and drainage.
(1)
At no time should an embankment slope that is not reinforced,
or any other earthen material having a greater elevation than the
adjacent parking area, have a slope exceeding a ratio of three to
one.
(2)
When retaining walls, terraces, embankment slopes or similar
types of earthen-retaining devices are necessitated adjacent to or
within the parking area, they shall be kept in good repair or otherwise
maintained so as to keep the parking area free of debris and dirt.
N. In multifamily residential zones, and performance residential developments,
the following standards shall be used:
(1)
The number of parking spaces required shall be specified in
each zone.
(2)
Parking spaces are not permitted along major interior or internal
streets.
(a)
Limited parking, not to exceed 15% of the total parking requirements,
may occur directly on one side of secondary internal streets.
(b)
No parking or intersections are permitted along an internal
street within 60 feet of a major entrance to a development.
(3)
Parking is permitted only in parking lots, garages, within townhouse
lots or front yards, or along secondary interior streets.
(4)
All parking lots or areas adjacent to the cartway of a major
street shall be separated by a landscaped strip at least eight feet
wide.
(5)
All internal private streets along which no parking is permitted
shall have a minimum paved roadway between curbs of:
(a)
Eighteen feet wide for one direction of movement on non-collector
roads and internal driveways.
(b)
Twenty-four feet wide for two directions of movement of non-collector
streets and internal driveways.
(c)
Thirty feet wide for collector roadways and internal roadways,
if rollover curbs are provided.
(d)
Thirty-six feet wide for collector roadways and internal roadways,
if no rollover curbs are provided. When parking is permitted, the
minimum paved width shall be approved by the Township Engineer.
(6)
No internal street or parking area may be situated closer than
30 feet to any tract or lot line.
(7)
Interior streets, parking areas, dwelling unit entranceways
and pedestrian walks shall be provided with sufficient illumination
or minimize hazards to pedestrians and motor vehicles using the same
and shall, where necessary, be shielded to avoid disturbing glares
to occupants or buildings. Lighting shall be arranged to reflect away
from all adjoining residential buildings.
(8)
Uncovered parking areas shall be lighted in such a manner that
all dwelling units, adjacent uses, and public roads are fully shielded
from glare. Not more than 15 uncovered spaces may be placed along
an internal street in a continuous line before there is interposed
a curbed, landscaped divider at least eight feet wide, and at least
18 feet long. Islands separating rows of parking shall be at least
eight feet wide.
(9)
In addition to the above requirements for parking spaces, there
shall be provided one space for recreational vehicles for each 25
dwelling units. Such recreational vehicle spaces shall be at least
10 feet wide by 30 feet long and shall have adequate driveway or aisle
width for turning, generally shall be located in rear areas of the
tract away from the public view, and screened on at least three sides
by a six-foot-high fence, or berm with full landscaping of equal height.
Only recreational vehicles and boats on trailers may be parked in
recreational vehicle parking spaces. Such vehicles shall not be used
or occupied overnight, or inhabited in any other manner when parked
in the development. No boats not on trailers, no campers without shells,
no non-wheeled vehicles, and no wheeled vehicles shall be permitted
supported by blocks or similar devices for longer than one season.
No passenger cars at all will be permitted to be parked in this area.
O. Required parking spaces for the physically handicapped should be
located to provide convenient access to building entrances by way
of depressed curbs and ramps. The design, location, and quantity of
parking spaces for the physically handicapped shall be provided in
accordance with all applicable state and federal regulations. The
minimum number of accessible parking spaces provided shall be determined
by the following table, and shall comply with the requirements of
the Americans with Disabilities Act.
|
Total Parking Spaces in Lot
|
Required Minimum Number of Accessible Spaces
|
|
---|
|
1 to 25
|
1
|
|
|
26 to 50
|
2
|
|
|
51 to 75
|
3
|
|
|
76 to 100
|
4
|
|
|
101 to 150
|
5
|
|
|
151 to 200
|
6
|
|
|
201 to 300
|
7
|
|
|
301 to 400
|
8
|
|
|
401 to 500
|
9
|
|
|
501 to 1,000
|
2% of total
|
|
|
1,001 and over
|
20 plus 1 for each 100 over 1,000
|
|
P. Parking lots having 50 or less spaces shall be designed in accordance
with the minimum design requirements contained herein.
(1)
Parking areas shall not be located within 20 feet of any street
or right-of-way line.
(2)
A ten-foot unbroken landscaping strip along side and rear property
lines. The ten-foot landscaping strips shall have the same minimum
planting requirements as safety islands, except that:
(a)
Where screening is required under this chapter, the screening
requirements shall take precedence.
(b)
Where the property abuts a lot zoned for nonresidential purposes,
but utilized for residential purposes, the Planning Board may also
require screening.
(3)
No more than one two-way access drive or two one-way access
drives shall be permitted on any street.
(4)
Where possible, access drives shall not be located closer than
100 feet from the nearest right-of-way line of an intersecting street.
(5)
No parking stall shall be located to require a vehicle to back
into any portion of the right-of-way in order to enter or exit the
parking stall, except for residential parking where permitted.
(6)
All parking areas for 10 or more vehicles shall have artificial
lighting that will provide a minimum lighting level of 0.5 horizontal
footcandle throughout the parking area and access drives.
(a)
For multifamily uses, such lights shall be operated from dusk
to dawn and for all other uses when the site or structure is occupied.
Freestanding light poles shall be no higher than the height of the
highest principal building plus five feet.
(b)
Shielding shall be required where necessary to prevent glare
upon adjacent properties or streets.
Q. Parking lots which have a capacity for parking more than 50 vehicles
shall be designed in accordance with the minimum design standards
contained herein.
(1)
All the minimum design standards for small parking areas.
(2)
All entrance drives shall extend a minimum distance of 100 feet
back from the street curbline or to an access aisle.
(3)
All exit drives shall extend a minimum distance of 60 feet back
from the street curb or to a major access aisle.
(4)
No parking stalls shall utilize the required entrance and exit
drives or major circulation drives as access aisles.
(5)
Wherever feasible, access drives located along one-way streets
or divided highways shall be separate one-way drives. Said drives
shall be located so that vehicles enter the parking area at the beginning
of the property and exit at the far end of the property unless other
considerations, such as a median opening, dictate otherwise.
(6)
Access drives shall not be located closer than 100 feet from
the nearest right-of-way line of an intersecting street, except that
for uses such as shopping centers, which in the opinion of the Municipal
Agency will generate large traffic volumes, access drives shall not
be located closer than 200 feet from the nearest right-of-way line
of an intersecting street.
(7)
No driveway shall be located less than 10 feet from the side
property line or within 30 feet of an existing drive, whichever is
greater.
(8)
Properties having a frontage in excess of 500 feet on any one
street shall be permitted two-way and one-way access drives providing
for not more than two entrance and two exit movements on the street.
Properties having a frontage in excess of 1,000 feet on any one street
may be permitted to have additional access drives, subject to the
approval of the Planning Board.
(9)
Where the Municipal Agency determines that the total number
of off-street parking spaces required by this chapter may not be immediately
required for a particular use, it may permit a staged development
plan, which requires that only a portion of the parking area, but
not less than 75% of the required spaces, be completed initially,
subject to the following regulations:
(a)
The site plan shall clearly indicate both that portion of the
parking area to be initially paved and the total parking needed to
provide the number of spaces required by this chapter.
(b)
The site plan shall provide for adequate drainage of both the
partial and total parking areas.
(c)
The portion of the parking area not to be paved initially shall be landscaped in accordance with §
540-606 of this chapter.
(d)
The applicant shall post separate performance guarantees in
addition to the performance guarantees required under Article 7 of
this chapter, which shall reflect the cost of installing the additional
parking facilities necessary to provide the total number of parking
spaces required.
(e)
In lieu of a permanent certificate of occupancy, a temporary
certificate of occupancy shall be issued for a period of two years.
Prior to the expiration of the two-year period, the applicant may
either:
[1]
Install the additional parking shown on the site plan and apply
to the Construction Official for issuance of a permanent certificate
of occupancy; or
[2]
Apply to the Municipal Agency after the use has been in operation
a minimum of 18 months for a determination as to whether or not the
initial parking area provided is adequate.
[a] If the Municipal Agency determines that the parking
facility is adequate as originally constructed, the performance guarantees
may be released and a permanent certificate of occupancy issued.
[b] If, however, the Municipal Agency determines that
the partial off-street parking area is not adequate, the applicant
shall be required to install the additional parking facilities in
accordance with the terms of the performance guarantees prior to issuance
of a permanent certificate of occupancy.
(f)
Any change of use on a site for which the Municipal Agency may
have approved a partial paving of off-street parking area, to use
which requires more parking spaces than are provided on the site,
shall require submission of a new site plan.
R. Minimum off-street parking spaces required.
(1)
Ambulance service. One parking space for each 300 square feet
of gross floor area plus one space for each ambulance.
(2)
Automotive repair garage or body shop. One parking space for
each 400 square feet of gross floor area.
(3)
Automotive sales and service. One parking space for each 400
square feet of gross floor area shall be provided for customer and
employee parking. These areas shall be in addition to areas utilized
for display and storage of vehicles. Site plans shall specify which
parking spaces are designated for customers, employees, display, and
storage.
(4)
Automotive service station. Five parking spaces for each service
bay, exclusive of vehicle service area. In no instance shall there
be less than five off-street parking spaces.
(5)
Banks, savings and loan associations and similar financial institutions.
One parking space for each 200 square feet of gross floor area.
(6)
Bar, cocktail lounge, nightclub, family entertainment restaurant,
including restaurants with bars. One parking space for each 50 square
feet of gross floor area.
(7)
Barber and beauty shop. Three parking spaces for each chair
(if known), but not less than one parking space per 200 square feet
of floor area.
(8)
Bowling alley. Three parking spaces for each alley. Other commercial
uses within the same building will be computed separately in accordance
with this section.
(9)
Business offices and mixed office uses. One parking space for
each 250 square feet of gross floor area.
(10)
Car washes. Five parking spaces for employees plus off-street
storage (stacking) space equal to at least five times the number of
cars that can be in the wash process at one time. For self-wash or
self-service car washes, the requirement for employee parking shall
be eliminated.
(11)
Church, temple or chapel. One parking space for each four seats
in the main congregation seating area. Where no individual seats are
provided, 20 inches of bench shall be considered as one seat. Where
seats or benches are not provided, or are provided only in a portion
of the main congregation seating area, one parking space for each
50 square feet of floor area within the main congregation seating
area.
(12)
Community center, library, museum, art gallery. One parking
space for each 200 square feet of gross floor area.
(13)
Dental or medical offices. One parking space for each 150 square
feet of gross floor area.
[Amended 12-27-1994 by Ord. No. 94-2389]
(14)
Dinner theater. One space for each two seats, plus one space
per employee.
(15)
Drive-in restaurant. One parking space for each 35 square feet
of gross floor area.
(16)
Dwellings. Two parking spaces for each single-family dwelling.
Two parking spaces for each unit in a two-family dwelling.
(17)
Farmers market, auction market. One parking space for each 1,000
square feet of land area in the site.
(18)
Furniture, appliance stores, or similar types of uses requiring
large amounts of storage. One parking space for each 400 square feet
up to 4,000 square feet, plus one parking space for each 800 square
feet of gross floor area above 4,000 square feet.
(19)
Government office. To be determined by the approving authority,
except that governmental offices within privately owned buildings
shall provide a minimum of one parking space for each 150 square feet
of gross floor area.
(20)
Gymnasium. One parking space for each 300 square feet of gross
floor area.
[Amended 12-27-1994 by Ord. No. 94-2389]
(21)
Gymnastic school. One parking space for each 450 square feet
of gross floor area.
[Amended 12-27-1994 by Ord. No. 94-2389]
(22)
Hardware, auto supply stores. One parking space for each 400
square feet of gross floor area.
(23)
Health spa or athletic club. One parking space for each 200
square feet of gross floor area.
[Amended 12-27-1994 by Ord. No. 94-2389]
(24)
Hotel, motel. One parking space for each rental unit. Each commercial
use within the building shall be computed separately according to
the requirements for such use set forth herein. The approving authority
may allow up to 50% of the required parking for commercial uses in
the hotel or motel to be satisfied by guest room parking.
(25)
Laundromats or similar coin-operated cleaning. One parking space
for each 200 square feet of gross floor area.
(26)
Manufacturing or industrial establishment, research or testing
laboratory, bottling plant or similar uses. One parking space for
each 500 square feet of gross floor area.
(27)
Marina, boat yard, boat sales. One and one-half parking spaces
for each boat slip or mooring. Where no boat slips or moorings exist,
one space for each 300 square feet of gross floor area.
(28)
Meeting rooms, assembly, or exhibition hall. One parking space
for each 50 square feet of gross floor area.
(29)
Mixed professional office building. One parking space for each
250 square feet of gross floor area.
[Amended 12-27-1994 by Ord. No. 94-2389]
(30)
Mortuary, funeral home. One parking space for every 100 square
feet of gross floor area.
(31)
Nursery school, day-care centers, child-care centers or similar
uses. Two parking spaces, plus one space for each seven children,
based upon the maximum number of students permitted by operators license
from the Division of Youth and Family Services or the maximum permitted
by the Township, whichever is less.
(32)
Private club. One space for each 250 square feet of gross floor
area, plus one space for each 100 square feet of area devoted to bar
or restaurant use.
(33)
Professional office (other than medical). One parking space
for each 250 square feet of gross floor area.
(34)
Public and private utilities, electrical substation, gas regulator,
water works, pumping station, and similar facilities. To be determined
by the Planning Board based on the specific need of the use.
(35)
Restaurant, cafe, delicatessen, diner. One parking space for
each 50 square feet of gross floor area.
(36)
Recreation facilities (indoor and outdoor). Those not specifically
mentioned herein shall be determined by the approving authority based
upon data submitted by the applicant.
(37)
Retail stores, except otherwise specified. One parking space
for each 150 feet of gross floor area.
(38)
Senior citizen residential. Four-tenths of a parking space for
each senior citizen dwelling unit.
[Amended 12-27-1994 by Ord. No. 94-2389]
(39)
Studio. Art, music, dance, gymnastics, and similar for the purpose
of giving instruction rather than shows or exhibitions: one parking
space for each 100 square feet of gross floor area.
(40)
Schools.
(a)
Elementary. One parking space for each eight students based
on design capacity.
(b)
Middle or junior high school. One space for each five students
based on design capacity.
(c)
High school. One space for each three students based on design
capacity.
(41)
Shopping centers shall provide parking at the rate of 4.5 spaces
for each 1,000 square feet of gross floor area. If more than 5% of
the enclosed gross floor area of any shopping center is occupied by
malls, lobbies, corridors, heating plants, or other space not utilized
for direct commercial purposes, which in the opinion of the Planning
Board will not generate a need for parking, the Planning Board shall
allow the parking required to be based on the "gross leasable area"
of the shopping center at the above rate. The "gross leasable area,"
for the purposes of this chapter, shall be defined as the total floor
area designed for tenant occupancy and exclusive use, including basements,
mezzanines and upper floors.
(42)
Theater (movie). One parking space for each two seats plus one
space for each employee on the largest shift.
(43)
Theater (non-movie). One parking space for each two seats.
[Amended 12-27-1994 by Ord. No. 94-2389]
(44)
Veterinary clinics or hospitals or animal care facilities. One
parking space for each 400 square feet of gross floor area.
(45)
Warehouse, wholesale, machinery, or large equipment sales. One
parking space for each 1,500 square feet of gross floor area, plus
one parking space for each vehicle used in connection with the business.
(46)
Hospitals and related uses.
(a)
Hospital uses.
[1] One space per three beds (acute).
[2] Two spaces per each three employees on largest
shift.
[3] One space per two doctors on staff.
[4] One space per each six student nurses.
[5] One space per two student technicians.
[6] One space per each two residents, interns, externs.
[7] One space per two visitors to Outpatient Department
calculated over a nine-hour period between 8:00 a.m. and 5:00 p.m.
during a normal, average working day.
[8] One space per 10 beds for visitors (extended care).
(b)
Group practices professions, or other medical offices: one space
per 200 square feet of gross floor area.
(c)
Professional/business or administrative offices: one space per
300 square feet of gross floor area.
(d)
Nursing, convalescent or rest home: one space per each three
beds plus one space each two employees, including nurses and staff.
(47)
Data center: one space per 600 square feet of gross floor area.
[Amended 10-15-2012 by Ord. No. 2012-3071]
(48)
Health care facility: one space per 300 square feet of gross
floor area.
[Amended 10-15-2012 by Ord. No. 2012-3071]
(49)
Microbrewery/microdistillery: one space for 1,100 square feet
of gross floor area or one for every two customers allowed based upon
the number of seats in the tasting room, whichever is greater, plus
one space per employee.
[Added 10-16-2017 by Ord.
No. 2017-3209]
S. In computing the number of the above required parking spaces, the
criteria contained herein shall apply.
(1)
Where fractional spaces result, the required number shall be
construed to be the nearest whole number.
(2)
The parking space requirements for a use not specifically mentioned
herein shall be the same as required for a use of similar nature as
determined by the Municipal Agency upon that use mentioned. If there
is no use enumerated herein having sufficient similarity to the use
proposed to enable the Municipal Agency to establish reasonable parking
requirements, the Municipal Agency may, in its discretion, direct
the applicant to furnish the Municipal Agency with such data as may
be necessary to enable the Municipal Agency to establish reasonable
parking requirements.
(3)
Nothing in the above requirements shall be construed to prevent
the joint use of off-street parking facilities by two or more uses
on the same site or on an adjacent site, provided the total of such
spaces shall not be less than the sum of the requirements for various
individual uses computed separately by the above requirements unless
substantial proof and assurances are presented and it is determined
by the Municipal Agency that the use of this parking will not be simultaneous.
Nothing herein shall prohibit the establishment of a common lot serving
two or more businesses in a given area, which parking shall be in
addition to the parking spaces which existed prior to the enactment
of this section.
Where recreation areas and facilities are required or provided, the regulations and standards contained herein shall apply, along with appropriate sections of §
540-628 of this chapter.
A. Sufficient outdoor play and activity equipment shall be installed
in accordance with standards of the National Parks and Recreation
Association for the expected number of residents in the development.
(1)
It should be located in an area which will not be detrimental
to adjacent properties or uses.
(2)
It should not produce objectionable features to emanate from
such facility.
(3)
The provision and location of such equipment shall be subject
to Planning Board approval, after review by the Department of Recreation.
B. Private swimming pools in residential areas shall have a gross area
of water and deck designed for the needs of the residents of the development.
(1)
All swimming pools shall be fully enclosed by a six-foot chain
link or other fully approved fence equipped with gates and locks.
(2)
Shall have adequate lifesaving equipment.
(3)
Within accessory building(s), shall have adequate lavatory facilities,
plus, under lock and key, storage facilities wherein shall be kept
all pool chemicals and equipment.
(4)
All swimming pool facilities shall comply with the regulations set forth in §
540-646 of this chapter.
In order to preserve and assure the harmonious relationship
of residential units to the comprehensive neighborhood pattern and
to prevent undue similarity of design which may lead to undue impairment
of the stability and value of residential units and produce neighborhood
degeneration and blight with attendant deterioration of conditions
affecting the health, safety, morals, and general welfare of the inhabitants
thereof and the ownership at large, no major subdivision shall be
approved until the planned construction (including front, side, and
rear elevations) of residential units has been reviewed and approved
by the Design Committee in accordance with the standards enumerated
below, or unless a waiver of these requirements has been granted by
the Municipal Agency as provided for elsewhere in this chapter.
A. The residential unit shall be of such character, quality, or architectural
design, and construction materials as will assure that the proposed
structure will be in keeping with the general character of the area
in which it is located:
(1)
That the proposed structure will have a harmonious relationship
to the comprehensive community plan;
(2)
That the proposed structure is not likely to produce any of
the harmful effects which lead to neighborhood degeneration and blight
with attendant deterioration of conditions affecting the health, safety,
morals, and general welfare of the Township at large.
B. The floor plan for each residential unit shall be sufficiently different
from the existing or planned residential unit immediately adjacent
to it on either side and from the existing or planned residential
unit on a lot which is immediately across a street from any portion
of its lot or of the adjacent lots, to be deemed sufficiently different.
(1)
Said floor plan shall have a substantial reorganization and
relocation of the various living areas of the residential units.
(2)
Mere variation or room sizes or reversal of floor plans, whether
from side to side or front to back shall not be construed as sufficiently
different.
(3)
The front facade for each residential unit shall be substantially
different from the front facade of any existing or planned residential
unit within five lots in either direction on the same side of the
street from any portion of the above described lots; in the case of
the corner lots, the side and rear elevations of any existing or planned
residential unit or any other corner lot at the same street intersection.
To be deemed substantially different, the facade or side and rear
elevation thereof, as the case may be, must be different in at least
three of the following five respects:
(a)
The relative location of a garage, if attached, a portico, if
any, or any other such structural appurtenance with respect to the
residential unit itself;
(b)
The relative location or type of windows and doors;
(c)
The type or pitch of the roof;
(d)
The type of siding material;
(e)
The type of roofing material, or the color thereof or the pattern.
(4)
Not less than four different residential unit floor plans together
with not less than three different front, side, and rear elevations
for each.
(a)
Such floor plans and elevations shall be sufficiently different
and distinct so as to meet the design standards of this chapter.
(b)
Such plans and elevations shall be accompanied by a map of the
tract indicating the plan and elevation to be placed on each lot in
the tract.
(c)
In the event that the subdivider contemplates selling lots only
or building custom designed and built residences, and so indicated
on his application, this requirement shall be waived.
[Amended 10-7-2019 by Ord. No. 2019-3267]
A. Roadways and all appurtenances, including subgrade, subbase, base
courses and surface pavements, shall be constructed in accordance
with the applicable requirements of the standard specifications as
modified herein. All subsurface utilities, including service connections
(terminating at least two feet behind sidewalk) to each lot and all
storm drains shall be installed in all roadway areas prior to the
construction of final pavement surfaces.
B. All roadways shall be constructed with either an asphalt concrete
flexible pavement structure or a portland cement concrete rigid pavement
structure. Only one type of pavement shall be utilized throughout
any development.
C. The pavement structure design for each particular development utilizing
either a flexible or rigid pavement type shall be the responsibility
of the developer or his engineer.
(1)
The pavement design shall be based upon traffic loading projections
and field sampling and laboratory analysis of the subgrade soils to
be encountered in roadway areas in the development and shall follow
current design recommendations of the Asphalt Institute, the Portland
Cement Concrete Association or such other generally recognized standards
as may be acceptable to the Township Engineer.
(a)
As minimum requirements, rigid portland cement paving shall
be expansion-joint-type paving utilizing joints similar to Type A
expansion joints, according to the Standard Construction details of
the New Jersey Department of Transportation.
(b)
Shall be reinforced, constructed with Class B air-entrained
concrete and shall have a minimum thickness of 6 1/2 inches for
local, local collector, and minor collector streets and eight inches
for other classifications.
(2)
Flexible asphalt concrete pavements shall have an equivalent
structural depth of at least 10 inches for local, local collector,
and minor collector streets.
(a)
Having a minimum wearing surface of not less than 1 1/2 inches
of pavement, hot-mix asphalt (HMA) (Mix 9.5M64), and a minimum HMA
(Mix 19M64) base course of not less than 2 1/ 2 inches and a dense-graded
aggregate base course to provide the remaining depth.
(b)
An equivalent structural depth of at least 13 inches for other
street classifications, having a minimum wearing surface of not less
than two inches of pavement, hot-mix asphalt ( HMA) (Mix 9.5M64);
a minimum HMA (Mix 19M64) base course of not less than three inches,
and a dense-graded aggregate base to provide the remaining depth.
(c)
Asphalt concrete HMA (Mix 19M64) base may be substituted for
aggregate base on a one-to-three ratio (Mix 19M64 base to aggregate
base), all in accordance with the applicable requirements of the Standard
Specifications.
D. All subgrade shall be prepared in accordance with the applicable
requirements of the Standard Specifications for asphalt concrete and
reinforced concrete pavements.
(1)
Prior to the construction of any subbase, base or pavement surface
course, all soft or unyielding portions of the subgrade which do not
attain the required stability will be removed and replaced with the
suitable material, and the whole surface of the subgrade shall be
compacted.
(2)
The provision of a uniform roadway subgrade meeting the requirements
of the Standard Specifications shall be the full responsibility of
the developer.
(3)
In certain cases, special treatment may be required because
of the character or nature of the subsoil.
(a)
Such special treatment may include lime or cement stabilization,
wet excavation, or construction of underdrainage fields.
(b)
Any proposal by the developer to stabilize subgrade shall be
subject to the approval of the Township Engineer.
E. Where granular subbase courses are included in the pavement design
section proposed by the developer, they shall be constructed in accordance
with the applicable requirements of the Standard Specifications.
(1)
Asphalt concrete pavements (and asphalt concrete bases) may
be constructed on subgrade without subbase or aggregate base courses,
provided that the subgrade can be satisfactorily prepared as hereinbefore
described.
(2)
Dense-graded aggregate base courses shall comply with the requirements
of the Standard Specifications for Soil Aggregate, Type 5, Class A,
or Type 2, Class A or B.
(3)
Portland cement concrete pavements must be constructed with
a minimum of six inches of a granular-type subbase meeting the requirements
of the Standard Specifications for Soil Aggregate, Type 4, Class E.
(4)
Any subbase course of aggregate base course to be utilized with
any type of pavement shall have a minimum thickness of four inches.
F. Asphalt concrete base course for use with asphalt concrete pavements
shall consist of plant-mixed asphalt concrete base course (stone mix
or gravel mix) in accordance with the requirements of the Standard
Specifications.
(1)
Except that the requirements for the construction of the base
course shall be amended to allow the laying of the base course with
a single-lift maximum thickness not exceeding four inches.
(2)
Prior to placement of any asphalt concrete base course, the
finished surface of any underlying subbase or aggregate base shall
receive a prime coat in accordance with the requirements of the Standard
Specifications.
G. Asphalt concrete pavements shall consist of a hot-mix asphalt concrete
surface course (Mix 9.5M64) in accordance with the requirements of
the Standard Specifications.
(1)
The asphalt concrete pavement wearing surface should generally
not be installed until just prior to the time the streets are prepared
for final acceptance.
(a)
Prior to the installation of an asphalt concrete surface, the
asphalt concrete base course shall be inspected by the Township Engineer.
(b)
Any areas of the base course in need of repair shall be removed
and replaced at the direction of the Township Engineer.
(2)
In the event the Township Engineer does not approve the sample
section of pavement, the developer shall remove the same section and
replace it with a type of pavement permitted by this chapter or such
other alternate as may be approved by the Municipal Agency.
[Amended 8-28-1995 by Ord. No. 95-2415; 11-21-2011 by Ord. No. 2011-3046]
A. General provisions.
(1)
Any signs not specifically permitted are hereby prohibited.
(2)
No signs except window or special event signs shall be placed
on private or public property except for the purpose of identifying
a use or uses actually conducted upon the premises upon which such
signs are erected and for no other purpose.
(3)
No sign shall be located in such a manner as to materially impede
the view of any street or intersection.
(4)
Except where otherwise provided, no sign or any part thereof
shall be located closer than 10 feet to any lot line.
(5)
All height limitations shall be measured from ground level to
the highest part of the sign or its supporting structure, whichever
is higher.
(6)
The maximum height for freestanding signs, unless otherwise
provided, shall not exceed 12 feet above ground level.
(7)
Except where specifically prohibited, all signs may be double-faced,
and the maximum area shall apply to each side. The areas of the sign
shall include each and every part of the sign, including moldings
and frames. Where the sign is supported by a post or pylon whose surface
is being used for advertising purposes, the areas of this post, pylon
or other supporting members shall be considered as part of the total
sign area.
(8)
Wherever the name or advertising message on a sign is divided
between a number of panels or parts, the total area of all of the
panels or parts shall be considered as one sign, and where a sign
consists of individual letters or numbers, the area of the sign shall
be considered as the total area of the smallest rectangle or rectangles
which can collectively enclose all of the letters or numbers.
(9)
Signs erected flat against the side of a building shall not
extend above the height of the vertical wall or cornice to which they
are attached.
(10)
No permanent marquees or canopies shall extend over a required
front yard or over a public walk.
(11)
Unless specifically prohibited, all signs may be illuminated as provided for in §
540-635E.
(12)
Whenever a parcel is bordered by more than one street, additional
signage may be permitted by the Municipal Agency, in accordance with
the standards of this section, for each street upon which the parcel
fronts.
(13)
Signs which are an integral part of an awning shall be permitted
and must comply with the sign area requirements of the zone.
(14)
Electronic message center signs shall be conditionally permitted as specified at §
540-826.
[Added 9-16-2013 by Ord.
No. 2013-3095]
B. Permits.
(1)
After a sign permit has been obtained, the copy, wording or pictures may be changed without the necessity of obtaining a new permit or paying any additional fees, so long as the new copy, wording, or pictures comply with the provisions of this section, but no change shall be made in the size or shape of a sign nor shall any structural alterations be made without first obtaining a new sign permit. Modifications to existing signs that will add or replace an electronic message center sign are subject to the conditional use standards set forth at §
540-826.
[Amended 9-16-2013 by Ord. No. 2013-3095]
(2)
Permits shall be required for all special event signs.
C. Construction.
(1)
All signs shall conform to the structural requirements of the
New Jersey Uniform Construction Code.
(2)
Freestanding signs shall be supported by posts or pylons of
durable materials, which may include concrete, steel, treated wood,
other suitable materials, or any combination of same. Supports for
freestanding signs shall be set securely in the ground or concrete
so that the sign will be capable of withstanding high winds. No other
bracing or guy wire shall be permitted.
(3)
Any sign attached flat against the surface of a building shall
be constructed of durable material and attached securely to the building
with nonrusting metal hardware. When a sign is to be installed on
a masonry building, holes shall be drilled in the masonry, and proper
nonrusting hardware of the expansion type shall be used. The use of
wood or fiber plugs is prohibited. Freestanding signs shall be set
securely in the ground or concrete so that the sign will be capable
of withstanding high winds. No other bracing or guy wire shall be
permitted.
(4)
Any sign attached flat against the surface of a building shall
be constructed of durable material and attached securely to the building
with nonrusting metal hardware. When a sign is to be installed on
a masonry building, holes shall be drilled in the masonry, and proper
nonrusting hardware of the expansion type shall be used. The use of
wood or fiber plugs is prohibited.
D. Maintenance. If the Construction Official shall find that any sign
is unsafe, insecure or in need of repair, or is not maintained in
proper painted condition, the Construction Official shall give written
notice to the permittee thereof. If the permittee fails to repair
or remove it within 15 days, and where, in the opinion of the Construction
Official, said sign constitutes a public hazard after such notice,
the sign may be removed by the Construction Official at the expense
of the permittee or owner of property on which it is located.
E. Illumination.
[Amended 9-16-2013 by Ord. No. 2013-3095]
(1)
Wiring for illuminated signs shall be installed and maintained
in accordance with the electrical codes of the Township. Any fee for
an electrical inspection shall be in addition to the fee provided
for in the sign permit.
(2)
Where illuminated signs are permitted, illumination may be provided by floodlights, spotlights, ordinary incandescent bulbs, fluorescent tubes, mercury vapor lamps or light-emitting diodes. All illuminated signs shall be properly shielded and so located as to prevent glare or blinding effects upon motor vehicle traffic and so as not to cause a nuisance to residents of the area. Electronic message center signs as defined herein are subject to the conditional use standards set forth at §
540-826.
(3)
Whenever the Zoning Officer determines that the lighting on
any sign now or hereafter erected constitutes a safety hazard to motor
vehicle traffic in the vicinity, the Zoning Officer shall serve written
notice of his determination upon the property owner and owner of the
sign, directing them to correct the condition within 15 days from
the date of the mailing of the notice. Failure to correct the condition
or file an appeal within the time specified shall constitute a violation
of this section by both the sign owner and property owner.
F. Signs permitted without a permit. The following signs shall be permitted
in any zone in the Township without a permit:
(1)
Nonilluminated directional signs identifying parking areas,
loading zones, entrances, exits, and similar locations. The signs
may include a business name or professional name, but shall not include
any advertising message and shall not exceed three square feet.
(2)
Temporary and permanent traffic signs and signals installed
by the Township, county or state for the purpose of directing and
regulating the flow of traffic.
(3)
Signs indicating public transportation stops when installed
by the Township, or a public transportation utility.
(4)
Historical tablets, cornerstones, memorial plaques and emblems
which do not exceed six square feet in area and which are installed
by government agencies or civil or religious organizations.
(5)
Warning and no-trespassing signs not exceeding three square
feet in area.
(6)
Flags or emblems of religious, educational, civic, or governmental
organizations flown from supports on the buildings or grounds occupied
by the organization and the American flag, whenever and wherever flown
in accordance with the laws and rules promulgated by the federal government.
(7)
Name and number plates identifying residents and affixed to
a house, apartment or mailbox, not exceeding 50 square inches in area.
(8)
Lawn signs identifying residents, not exceeding 1 1/2 square
feet in area for each side. The signs shall not contain any advertising
message and shall be nonilluminated, except by a light which is an
integral part of a lamppost if used as a support.
(9)
Signs posted by governmental agencies or pursuant to governmental
statute, order or regulation.
(10)
Signs which are an integral part of vending machines, including
gasoline pumps and milk machines, provided that they do not exceed
two square feet in area.
(11)
Real estate signs, announcing the sale, rental, or lease of
the premises on which the sign is located, such sign not to exceed
four square feet in area. If double-faced, the sign shall not exceed
eight square feet in area for both sides. The sign shall be nonilluminated.
No more than one real estate sign shall be permitted for each street
frontage of the property.
(12)
Temporary signs or other advertising materials attached to a window shall be removed at the expiration of the event sale for which it was erected or posted. Not more than 20% of the square footage of any single window or single window display area shall be devoted to signs or other advertising material attached thereto or otherwise exposed to public view. Such signs may be illuminated per §
540-635E, are subject to the prohibitions set forth at §
540-635G, and are not subject to the standards set forth at §
540-826.
[Amended 9-16-2013 by Ord. No. 2013-3095]
(13)
Temporary signs for advertising public functions or fund-raising
events for charitable or religious organizations shall be permitted
for a period of 90 days prior to and during the event and shall be
removed within five days after the event. The sign shall be nonilluminated,
not larger than 12 square feet in area, not exceeding eight feet in
height and may be erected flat against the building or freestanding.
(14)
Temporary signs publicizing or promoting a public election,
school board election, campaign for public office, or public referendum
for a period of 60 days prior to an election and which shall be removed
five days after the election. Such signs in residential zones shall
not exceed six square feet in area nor the height limitation for that
residential zone. In all other zones, such signs shall not exceed
the maximum size and height limitation for the zone in which they
are placed.
(15)
Path-marking signs for garage sales, provided that not more than six signs not exceeding two square feet in size are posted no earlier than one week before the beginning of the sale, are removed the day following the sale and are not otherwise prohibited in §
540-635G below.
(16)
Real estate open house directional signs advertising the location
of an open house to facilitate the sale of property only at the following
locations:
(a)
No more than one such sign may be located at intersections where
a turn must be made to arrive at the site of the sale of property,
and such sign may be located at no more than three such intersections;
(b)
No more than one such sign shall be located on the sale property;
(c)
No such sign shall obstruct, in any fashion, vehicular or pedestrian
access of view, and all such signs shall be at least three feet from
curblines;
(d)
Such signs may be no larger than two feet by two feet, and the
top of each such sign shall be no higher than four feet from ground
level; and
(e)
No more than one such sign shall be located on the sale property.
Each sign must be installed and removed on the same day an open house
is scheduled and shall include thereon the name of the real estate
agency installing the sign.
(17)
Seasonal farm advertising signs are nonpermanent structures,
which may include the temporary display of products or goods produced
on farms for purchase by the general public, subject to the following:
(a)
No more than one such sign shall be located on any one property
or properties used as a single farm.
(b)
No such sign shall exceed 40 square feet in area, 10 feet in
height or be located within 12 feet of a street right-of-way.
(c)
No such sign shall be internally or externally illuminated.
(d)
All seasonal farm advertising signs shall be temporary in nature,
and nonpermanent structures.
(e)
All seasonal farm advertising signs shall be properly maintained
and shall not be allowed to fall into disrepair.
(18)
A scoreboard sign illuminated only during games or practice
sessions upon a privately owned athletic field that does not exceed
80 square feet in size with the top of the sign not exceeding 16 feet
in height.
[Added 7-7-2014 by Ord.
No. 2014-3109]
G. Prohibited signs. The following signs are prohibited in all zones
in the Township:
(1)
Signs using red, yellow and green lights which in the judgment
of the Director of Public Safety interferes with the operation of
any traffic control signal.
(2)
Moving or revolving signs, signs displaying video, and signs
using fading, scrolling, blinking, flashing, vibrating, flickering,
tracer or sequential lighting.
[Amended 9-16-2013 by Ord. No. 2013-3095]
(3)
Signs using any material which sparkles or glitters, but nothing
herein contained is intended to prohibit the use of reflective paint
on signs directing traffic or identifying various locations within
a lot or parcel.
(4)
Any sign which, in the judgment of the Director of Public Safety,
unreasonably tends to distract drivers or otherwise constitutes a
traffic hazard.
(6)
Signs or advertising matter of an indecent or obscene nature.
(7)
Signs using words such as "stop," "look," "danger," etc. which
are placed in a manner or position which, in the judgment of the Director
of Public Safety, constitutes a traffic hazard or otherwise interferes
with the free flow of traffic.
(8)
Signs which attempt to imitate or otherwise cause confusion
with existing signs erected by any governmental board, body or agency.
(9)
Except where specifically permitted, signs advertising a product
or service not sold on the premises, signs advertising or directing
attention to another premises and any other signs unrelated to the
premises on which the sign is erected.
(10)
Signs causing interference with radio or television reception.
(11)
Signs obstructing door, fire escapes or stairways or keeping
light or air from windows used for living quarters.
(12)
Flags, banners, strings of banners, pinwheels, A-type signs,
sandwich-type signs, sidewalk signs, curb signs, and similar advertising
devices.
(13)
Any sign or banner spanning a public street.
(14)
Signs placed on trees, fences, utility poles, light poles, signs
attached to other signs and signs placed upon motor vehicles which
are continuously or repeatedly parked in a conspicuous location to
serve as a sign, but nothing herein contained is intended to prohibit
the placement of signs directing traffic or identifying various locations
within a lot or parcel on light poles and utility poles erected therein.
(15)
Any series of two or more signs placed along a street or highway
carrying an advertising message, part of which is contained on each
sign.
(16)
Signs which advertise that real estate has been sold.
(17)
A sign on a motor vehicle, truck, trailer, whether or not operational
and whether or not self-propelled, which is used or parked or designated
to be parked for advertising purposes. Specifically exempted from
this section are those signs, nameplates, or letters affixed to or
printed upon commercial vehicles regularly used in the course of business
for regular deliveries, pickups or other such purposes, and/or in
compliance with the provisions of N.J.S.A. 39:4-46. Specifically included
are signs on vehicles, trailers, and the like which have as their
prime purpose the advertising of goods, wares, or services of a business
which are maintained in a stationary manner at one or more locations
for extended periods of time.
H. Signs permitted in residential zones (R-220, R-130, R-110, R-90,
R-45, R-45A, RR, R-30, R-22, R-22A, R-15, R-TF, R-10, R-7, R-5, R-O,
RTH, RTH-1, RTH-2, RTH-3, RTH-4, RTH-5, RTH-6, RTH-7, RTH-8, RTH-9,
RGA, RGA-1, RGA-2, RGA-3, RGA-4, RHA, RHA-1, RMF-1, RMF-2, RMF-3,
RMF-4, RMF-5, and PRH).
[Amended 10-6-2014 by Ord. No. 2014-3118]
(1)
Residential name plates, lawn signs, and real estate signs as specified in §
540-635F.
(2)
Signs in connection with each housing or land development, as
follows:
(a)
At the main entrance to the development, two nonilluminated
freestanding signs which shall state the name of the development and
no other advertising material. Each sign shall not exceed 25 square
feet in area and eight feet in height.
(b)
At each entrance other than the main entrance, one nonilluminated
freestanding sign not exceeding 15 square feet in area and not more
than eight feet in height.
(c)
At the rental or sales office of the development, one freestanding
illuminated sign advertising the office, not to exceed 15 square feet
in area and not more than five feet in height.
(3)
Signs in connection with permitted residence/office, business
office or professional office in the R-O Zone shall be permitted one
externally illuminated freestanding sign which shall not exceed 16
square feet in area, nor six feet in height and shall contain a minimum
front setback of eight feet.
[Amended 10-19-1998 by Ord. No. 98-2529]
I. Signs permitted in the R-1 and R-2 Planned Adult Community Zones.
(1)
Residential name plates as specified in §
540-635F.
(2)
One freestanding, externally illuminated, or nonilluminated
project identification sign for each direction of travel on any public
street on which the development has frontage, not to exceed 30 square
feet in area nor six feet in height and located not less than 20 feet
from any street or adjacent property line. Such signs may bear only
the name of the development, the street address, and the presence
or lack of vacant units.
(3)
Real estate signs, the sole purpose of which is to direct the
public to the development. Four temporary freestanding nonilluminated
signs at key intersections. Each sign shall not exceed 15 square feet
in area and eight feet in height above the ground. The sign permit
shall be issued for a period of six months and shall be renewable
for additional periods of six months during the period of construction.
(4)
Such other signs as the approving authority may in its discretion
deem appropriate.
J. Signs permitted in Office-Research (OR, OR-1, OR-2 and OR-3) Zones.
[Amended 10-19-1998 by Ord. No. 98-2529]
(1)
One freestanding entry sign located on each street providing
access to the office-research project. Where this zone is not surrounded
by or adjacent to residential zones, the applicable freestanding sign
standards of the adjacent zone shall apply. Where residential zones
abut the office-research zone, one freestanding sign, not exceeding
25 square feet in area nor 10 feet in height, shall be permitted.
(2)
Each use in the office-research zone may erect one freestanding
sign not exceeding 50 square feet in area nor 10 feet in height; provided,
however, where more than one use exists in a building, or where two
or more buildings share common site elements or are located on the
same lot, as indicated on an approved site plan, only one freestanding
sign shall be permitted.
(3)
One facade sign for each building may be placed or inscribed
upon one facia of the building. Said signs shall not exceed an area
equal to 10% of the facade upon which the sign is to be located.
(4)
Nonilluminated directional signs, none of which shall exceed
25 square feet in area nor eight feet in height, may be permitted
by the Municipal Agency so as to facilitate interior traffic flow.
K. Signs permitted in the B-1 Business Zone.
(1)
One facade sign may be placed or inscribed upon the front facade
of a building for each permitted use or activity. Said signs shall
not exceed an area of one square foot for each one foot in width of
the front of the building or portion thereof devoted to such use or
activity.
(2)
One freestanding sign shall also be permitted for each business.
Said sign shall not exceed the size of the permitted facade sign.
In the case of two or more businesses on the same site, only one freestanding
sign shall be permitted. Said sign shall not exceed 30 square feet
in area or six feet in height.
L. Signs permitted in the B-2 Business Zone.
(1)
One facade sign may be placed or inscribed upon the front facade
of a building for each permitted use or activity. Said signs shall
not exceed an area equal to 10% of the front wall area of the building
or portion thereof devoted to such use or activity.
(2)
Each use in the B-2 Zone may erect one freestanding sign not
exceeding 50 square feet in area nor 10 feet in height; provided,
however, where more than one use exists in a building, or where two
or more buildings share common site elements or are located on the
same lot as indicated on an approved site plan, only one freestanding
sign shall be permitted. No freestanding sign shall be located in
an area within 25 feet of any boundary of a residential zone.
(3)
For standards pertaining to electronic message center signs, refer to §
540-826.
[Added 9-16-2013 by Ord.
No. 2013-3095]
M. Signs permitted in the B-3 Business Zone.
(1)
One facade sign may be placed or inscribed upon the front facade
of a building for each permitted use or activity. Said sign shall
not exceed an area equal to 10% of the front wall area of the building,
or portion thereof, devoted to such use or activity.
(2)
Each use in a B-3 Zone may erect one freestanding sign in accordance
with the table shown below; provided, however, where more than one
use exists in a building, or where two or more buildings share common
site elements or are located on the same lot as indicated on an approved
site plan, only one freestanding sign shall be permitted. The maximum
size of the sign shall be determined in accordance with the following
table:
|
Street Frontage
(feet)
|
Maximum Height
(feet)
|
Maximum Size of Sign Face
(square feet)
|
Minimum Setback
|
---|
|
Up to 500
|
10
|
50
|
25% of building setback
|
|
500 to 700
|
12
|
50
|
25% of building setback
|
|
Over 700
|
15
|
50
|
25% of building setback
|
(3)
For standards pertaining to electronic message center signs, refer to §
540-826.
[Added 9-16-2013 by Ord.
No. 2013-3095]
N. Signs permitted in the B/P Business/Park Zone.
(1)
One facade sign may be placed or inscribed upon the front facade
of a building for each permitted use or activity. Said sign shall
not exceed an area equal to 10% of front wall area of the building
or portion thereof devoted to such use or activity.
(2)
Each use in a B/P Zone may erect one freestanding sign in accordance
with the table shown below. Where more than one use exists in a building,
or where two or more buildings share common site elements or are located
on the same lot as indicated on an approved site plan, only one freestanding
sign shall be permitted. The maximum size of the sign shall be determined
in accordance with the following table:
|
Street Frontage
(feet)
|
Maximum Height
(feet)
|
Maximum Size of Sign Face
(square feet)
|
Minimum Setback
|
---|
|
Up to 500
|
10
|
50
|
25% of building setback
|
|
500 to 700
|
12
|
50
|
50% of building setback
|
|
Over 700
|
15
|
50
|
50% of building setback
|
O. Signs permitted in the M-1 Light Industrial Zone.
(1)
One freestanding sign not exceeding 28 square feet in area on
any one side, set back at least 25 feet from the street line.
(2)
One facade sign which does not exceed 10% of the area of the
facade on which it is placed.
(3)
Other directional, instructional or safety signs, subject to
approval of the Municipal Agency at the time of site plan approval.
P. Signs permitted in the MC Marine Commercial Zone.
(1)
One facade sign may be placed or inscribed upon the front facade
of a building for each permitted use or activity. Said signs shall
not exceed an area equal to 10% of the front wall area of the building
or portion thereof devoted to such use or activity.
(2)
One freestanding sign which shall not exceed 50 square feet
in area nor 10 feet in height and shall be no closer than 10 feet
to the street line. No freestanding sign shall be located within 25
feet of any boundary of a residence zone.
Q. Signs permitted in the mixed-use development zone.
(1)
One freestanding entry sign located on each street providing
access to the mixed-use development, the freestanding sign shall not
exceed 50 square feet in area, nor 10 feet in height, and shall not
be closer than 20 feet to the street line.
(2)
One facade sign may be placed or inscribed upon the facade of
a building for each permitted nonresidential use or activity. Said
signs shall consist of individual letters and shall not exceed an
area of a building or part thereof devoted to such nonresidential
use or activity.
(3)
Nonilluminated directional and traffic control signs may be
permitted by the appropriate Board to facilitate interior traffic
flow. The signs may include a business or professional name but shall
not include any advertising message.
R. Special event signage.
(1)
All businesses in the Township shall be permitted to conduct
up to five special events per year. Such events shall be permitted
to last not more than seven consecutive days.
(2)
Grand opening signs shall be permitted for all new businesses
and shall be permitted to last not more than 30 days.
(3)
Special event signage shall be permitted to include flags, banners,
pennants and sandwich signs. However, in no case shall said signs
be located within the public right-of-way or placed in a manner which
could result in a hazard to the public.
(4)
A permit shall be required for all special events. A record
of all special events shall be kept by the Zoning Officer in order
to ensure compliance with these regulations.
S. Gasoline canopy signs.
(1)
Signs shall be permitted on gasoline stations canopies as long
as all sign area limitations of the zone district are complied with.
(2)
Signs attached to a gasoline canopy shall be designed in a manner
consistent with the architectural style and colors of the canopy and
other structures on site.
T. Signs permitted in the Planned Development (PD) Zone.
[Added 6-6-2016 by Ord.
No. 2016-3168]
(1)
One freestanding project/tenant identification sign for each
street frontage shall be permitted in accordance with the following
standards:
(a)
The maximum freestanding project/tenant identification sign
area shall be 250 square feet. The largest rectangle which encompasses
all of the lettering, illustration or total display, exclusive of
any posts, pylons or other support structure whose surface is not
being used for advertising purposes, shall define the area of the
sign. In cases where signs are mounted on a frame, the frame is permitted
to be offset six inches from the permitted area of the sign.
(b)
The maximum freestanding project/tenant identification sign
height shall not exceed 20 feet.
(c)
The minimum sign setback shall be 12 feet from the property
line.
(d)
The height of the sign base of the freestanding project/tenant
identification sign shall be at least 17% of the total height, and
shall be constructed of materials that are consistent with the building
architecture and shall be landscaped with plantings.
(e)
The maximum letter height shall be 18 inches.
(f)
A maximum of eight tenants shall be permitted on the freestanding
project/tenant identification sign.
(g)
The colors and materials of the freestanding project/tenant
identification signage shall be consistent with other structures on
the site, including buildings and other signs.
(h)
If lighted, the sign shall be lit by direct, external light
sources, internally illuminated letters/logos or backlit raised letters/logos.
(i)
Design of the signs should be consistent throughout the development.
(j)
Mounting hardware shall be hidden from view.
(2)
If the project fronts on more than two streets, project identification
signs on the third and any additional streets shall be a monument
sign and shall be in accordance with the following standards:
(a)
The maximum monument sign area, including the structure, shall
be 100 square feet. The largest rectangle which encompasses all of
the lettering, illustration or total display, exclusive of any posts,
pylons or other support structure whose surface is not being used
for advertising purposes, shall define the area of the sign. In cases
where signs are mounted on a frame, the frame is permitted to be offset
six inches from the permitted area of the sign.
(b)
The maximum monument sign height, including the structure and
sign area, shall be nine feet above the existing grade.
(c)
The minimum sign setback shall be 12 feet from the property
line.
(d)
The base of the monument sign shall be constructed of materials
that are consistent with the building architecture and other signs
and shall be landscaped with plantings.
(3)
A sign designated as a historic landmark by Middletown Township
may be maintained, or may be relocated within the site without increasing
its area or height.
(4)
Clocks located on a tower, provided that the tower conforms
to the height standards permitted in the Planned Development (PD)
Zone. The clocks shall contain no advertising material. An additional
project identification monument sign may be located at the base of
the tower, not to exceed 77 square feet in area and three feet eight
inches in height.
(5)
Directional signs may be located on decorative poles along internal
roads. Such signs shall not exceed a total of 10 square feet in area,
with two square feet area per occupant with the letter height not
exceeding six inches. The structure to which the sign is attached
shall not exceed 12 feet in height.
(6)
Each tenant or commercial establishment may have one sign located
on or attached to the principal facade of the building area of said
tenant or commercial establishment and one sign on a building side
which has street frontage. There shall be no more than two facade
signs on a building with multiple street frontages. The sign shall
not project more than one foot beyond the building area of the respective
tenant or commercial establishment. Each sign which can be a combination
of "brand logo" and letters shall not exceed 10% of the principal
facade area, including window and door areas on which, or in front
of which, they are displayed, and each letter and "brand logo" shall
not exceed 2 1/2 feet in height for tenants with less than 80
linear feet of frontage along the primary facade and shall not exceed
four feet in height for tenants with a primary facade greater than
80 linear feet.
(7)
Awning signs shall not exceed 20% of the entire portion of the
building covered by the awning in its extended position and shall
not be larger than the area permitted for a wall sign. The letter
and logo should be located on the vertical flap and should not exceed
eight inches. The sign placed on the vertical flap should not extend
beyond the top of the awning. Decorative awnings are not considered
a sign and shall be deemed to be part of the building facade. Awnings
and canopies shall be kept in good order and repair. All awnings and
canopies shall be made of canvas and cloth.
(8)
Window signs for each tenant or other commercial establishment
shall not exceed 20% of the window area, provided that window signs
in vacant space may cover the entire window with streetscape appliques
and may contain leasing information.
(9)
Decorations for a generally designated holiday, provided they
do not create a traffic or fire hazard, and provided that such decorations
are not installed more than 45 days prior to the holiday and are removed
within 30 days after the holiday.
(10)
Name and address signs must be attached to the facade of the
building or on a mailbox, provided that the sign does not exceed one
square foot in area. Letters for such signs shall not be less than
six inches for clear identification purposes.
(11)
Where the ground level varies across the width of any sign,
the height of the sign shall be measured from the average ground level
beneath the entire width of the sign to the highest part of the sign
or its supporting structure, whichever is higher.
(12)
Signs permitted in connection with each residential use tract:
(a)
Residential name plates, lawn signs, and real estate signs as specified in §
540-635H.
(b)
At each intersection of an existing and proposed entrance into
a residential use tract, one freestanding, externally illuminated,
or nonilluminated project identification sign for each direction of
travel on any public street on which the development has frontage.
The maximum monument sign area, including the structure, shall be
100 square feet in area and no greater than eight feet in height,
and located at least 20 feet from any street or adjacent property
line. The maximum sign area that depicts the community name, logo,
and/or tenant/builder shall not exceed 25 square feet in area.
(c)
Development subareas in residential use tracts shall include
concentrations of contiguous permitted uses, such as a concentration
of townhouses or concentration of affordable units or concentration
of recreational facilities. At each entrance to a residential development
subarea, one sign which shall state the name of the development subarea
or the recreation facility, as applicable, and no other advertising
material. Each sign shall not exceed 40 square feet in area and four
feet in height.
U. Electronic message center (EMC) signs:
[Added 10-16-2017 by Ord.
No. 2017-3209]
(1)
Freestanding EMC signs shall be permitted on properties containing public, private, parochial schools, and existing places of worship with a congregation area that can accommodate a minimum of 100 congregants and places of worship proposed in accordance with §
540-817.
(2)
No EMC sign shall be permitted in a designated historic district.
(3)
Only one EMC sign shall be permitted on the said premises or
institution.
(4)
The appearance of an EMC sign shall be in accordance with the
following:
(a)
Text and/or graphics shall be the illuminated foreground focus
of the EMC, and the background shall remain dimmer than the displayed
message.
(b)
The displayed message shall remain static for a minimum of 15
seconds.
(c)
No motion, flashing, fading, scrolling or video shall be permitted.
(d)
All electronic message centers shall feature automatic dimming
capability controlled by photocell sensors or approved means that
make adjustments based on ambient light conditions.
(e)
The maximum specified brightness during daylight hours shall
not exceed 5,000 nits, and the maximum specified brightness during
non-daylight hours shall not exceed 250 nits.
(f)
The transition time between messages and/or message frames is
limited to one second; transitions may not employ fading, dissolving,
sweeping or other effects.
(g)
In the event of malfunction, EMC signs should power down or
display a static black screen.
(5)
The maximum height of the sign shall not exceed eight feet,
and the maximum area of the sign face shall not exceed 35 square feet.
The EMC sign shall not exceed 60% of the total sign area.
(6)
EMC active hours of operation shall be limited to 6:00 a.m.
to 11:00 p.m., and a static message shall be displayed from 11:00
p.m. to 6:00 a.m.
(7)
An EMC sign shall only be used to publicize on-site activities,
to display time, date and temperature, and public service announcements.
An EMC may not display messages associated with an off-premises business,
establishment, activity, product or service. An EMC may be used for
public service announcements and public activities with the prior
approval of the Administrative Officer.
[Amended 7-18-2005 by Ord. No. 2005-2825]
A. Storm drains, culverts, catch basins, and other drainage structures
shall be installed in each subdivision in accordance with the map
submitted to the Municipal Agency.
(1)
All storm drainage facilities shall be constructed in accordance
with the applicable requirements of the Standard Specifications.
(2)
The developer (or his engineer) shall submit complete calculations,
specifications, plans, and details for all proposed storm drainage
facilities.
(3)
Any field samples or laboratory tests required to document the
conclusions of such calculations shall be formed at the sole expense
of the developer.
B. All storm drainage pipes shall be either slip-joint-type reinforced
concrete or, subject to the restrictions herein, fully coated, invert
paved, corrugated metal steel culvert pipe meeting the requirements
of the Standard Specifications.
(1)
All pipe shall have a wall thickness sufficient to meet the
proposed conditions of service; however, no wall thickness less than
Class 3, Wall B, for concrete pipe, or No. 14 gauge, for corrugated
metal steel pipe, shall be allowed.
(2)
All pipe shall comply with the requirements of the current New
Jersey State Department of Transportation specifications governing
construction.
(3)
Generally, concrete pipe will be used except in areas of steep
grades or other restrictive physical conditions where corrugated metal
or other types of pipe may be permitted.
(a)
No concrete pipe may be laid on grades exceeding 8%.
(b)
Concrete pipe below 30 inches (or equivalent) in size will be
jointed using a mortared joint in accordance with the specifications.
(c)
Concrete storm drain pipes, 30 inches or larger in diameter,
will be jointed using a preformed bituminous pressure-type-joint sealer
or rubber-ring-type or other equivalent approved joint which will
exclude infiltration.
(4)
All corrugated metal pipe shall be fully bituminous-coated with
paved invert and of a gauge meeting the requirements of the Standard
Specifications sufficient for the proposed service.
(a)
Where conditions permit, corrugated aluminum storm drains may
be substituted for corrugated metal steel storm drains where the same
is otherwise permitted on the basis of an equivalent three-edge bearing
or crushed strength.
(b)
Substitution on an equivalent gauge basis will not be allowed.
(5)
All storm drains shall be tangent between inlets, manholes,
or other structures, except that the use of fittings or factory curved
pipe may be allowed by the Township Engineer when necessary to accommodate
existing geometry or utilities.
(6)
Prior to laying any storm drains, the bottom of all trenches
shall be inspected by the Township Engineer.
(a)
Should the Engineer determine that the trench is unsuitable
for the placement of the pipe, the developer shall take all necessary
action to remove or eliminate any unsuitable conditions.
(b)
These may include, but are not limited to, excavation and backfilling
with suitable material, placement of bedding material, construction
of pipe cradles or such other action necessary to remove all unsuitable
conditions.
(c)
Proposed storm drainage installations which do not conform to
the above must be fully detailed and approved as part of the final
plat.
C. Inlets and manholes shall be constructed where required in accordance
with the requirements of the Standard Specifications and Standard
Construction Details.
(1)
All street inlets shall be New Jersey Department of Transportation
Standard Type B. Casting heights on any streets shall be two inches
greater than the specified curb face and the gutter shall be properly
transitioned approximately 10 feet on either side of the inlet.
(2)
All yard inlets shall be Standard Type A or E.
(3)
Combination drains shall be installed where the character, and
composition of the earth in the roadbed itself or adjacent terrain
renders such installation necessary.
(a)
These combination drains shall be constructed as follows: The
bottom 1/3 of the pipe shall be caulked with jute or equivalent material
and the pipe shall be laid in a stone bed for a depth equal to 1/2
the diameter of the pipe.
(b)
The trench shall then be filled in the same manner as described in Subsection
B(6) above.
(4)
In continuous conduit runs, spacing between structures (inlets
or manholes) shall not exceed 600 feet.
(5)
Structures (inlets or manholes) shall be located so as not to
interfere with primary routes of pedestrian travel or any proposed
handicapped ramp or similar facility.
(6)
In general, surface flow length, for flows of four or more cubic
feet per second, on paved surfaces shall not exceed 750 feet, provided
that:
(a)
Gutter flow widths on local and local collector streets shall
not exceed 11 feet, or such narrower width as may be necessary to
provide a twelve-foot-wide clear lane in the center of the roadway.
(b)
Gutter flow widths on minor collector streets shall not exceed
nine feet, or such narrower width as may be necessary to provide two
twelve-foot-wide clear lanes in the center of the roadway.
(c)
Gutter flow widths on major collector streets without shoulders
shall not exceed five feet, or such narrower width as may be necessary
to provide four ten-foot-wide clear lanes in the center of the roadway.
(d)
Gutter flow widths on minor and principal arterial streets and
major collector streets with shoulders shall be retained within the
shoulder areas.
(e)
Swale gutter flow widths in parking areas shall not exceed 12
feet.
(f)
Gutter flow widths shall provide for the maintenance of two ten-foot-wide clear lanes in all access and major circulation drives and one twelve-foot-wide clear lane in all other aisles in all parking areas, except as otherwise provided in Subsection
C(10) below.
(7)
Maximum design capacities which may be used to determine actual
inlet location spacing are:
(a)
Not in sump conditions:
[1]
Type B: four cubic feet per second.
[2]
Type E (in paved areas): four cubic feet per second.
[3]
Type E (in yard areas): 1.5 cubic feet per second.
(b)
In sump conditions: to be individually designed.
(8)
Only Type B inlets shall be used in curbed roadways or curbed
access or major circulation drives.
(9)
Generally, sufficient inlets will be placed to eliminate any
flow exceeding two cubic feet per second across any intersections.
(10)
Parking areas may be designed to allow ponding in order to decrease intensity of runoff. In such case, ponding will not be allowed in any access or major circulation drive or in any area of heavy pedestrian activity and shall not exceed six inches at any point calculated for the appropriate design storm in accordance with §
540-640A and shall meet the criteria set forth in §
540-640H.
D. Open channels shall be designed to contain the required flow and
shall have a design velocity low enough, in the judgment of the Township
Engineer, to prevent erosion.
(1)
The minimum easement for open channel sections shall be the
maximum design top width of the channel section segment plus 25 feet,
rounded to the next-highest five-foot increment.
(a)
The excess easement area shall be provided offset to that side
of the channel most convenient for use by maintenance crews.
(b)
The minimum distance between the channel top edge and any easement
line shall be five feet.
(2)
Excess velocity, if any, as determined by the Township Engineer,
in open channels must be controlled by sod, riprap, paving, ditch
checks, or other suitable methods.
(3)
Changes of direction in open channels must have a maximum radius
of 800 feet or be adequately paved or riprapped.
(4)
Generally, unlined open channel cross sections shall have side
slopes not steeper than 4:1 for channel depths of two feet or less
and not steeper than 8:1 for channel depths of more than two feet.
Line open channel side slopes shall not be steeper than 2:1.
(5)
The bottoms of all unlined open channels and the channel side
slopes, to at least the design flow level, will be sodded with suitable
coarse grass sod.
(6)
All unlined open channel side slopes above the design minimum
flow level will be topsoiled and seeded or otherwise suitably stabilized
in accordance with an approved soil disturbance permit.
(7)
All unlined open channels which can be expected to have a base
flow of five cubic feet per second or more for at least two out of
every 12 months will be provided with a low-flow channel using gabions,
riprap, lining, 1/3 pipe sections, or other arrangements approved
as part of the final plat submission.
E. Culverts or drains shall be constructed as specified herein.
(1)
The location, length, depth, grade, type, and size of pipe shall
be designated on the plans indicated herein except where unusual or
exceptional soil or other conditions are discovered at the time of
construction which are not provided for in the plans, in which case
such construction shall be determined by the Township Engineer.
(2)
Trenches shall be bridged at the street crossings, intersecting
streets, public and private entrances in such a manner that traffic
will not be interrupted.
(3)
The contractor shall have a sufficient quantity of timber and
equipment constantly on hand for planking, sheet piling, fencing or
shoring, and adequate pumping apparatus to meet all requirements of
construction for use in case of accident or emergency.
(4)
All trenches for culverts, drains or french drains shall be
excavated at least nine inches and not more than 30 inches wider than
external diameter of the pipe to be used therein.
(5)
When rock is encountered, it shall be removed to at least six
inches below the grade line, the trench then being filled with earth
to the grade and form the pipe and thoroughly tamped.
(6)
The pipe shall be laid on a firm bed, and the bottom of the
trench shall be excavated to the line and grade given or directed
by the Township Engineer.
(a)
The bottom of the excavation shall have the shape and dimensions
of the lower half of the pipe.
(b)
When rock is encountered and removed from the trench as specified,
this excess depth shall be refilled with suitable materials and tamped
thoroughly.
(7)
The pipe shall be laid and all joints shall be treated as determined
by the Township Engineer.
(8)
The filling around the pipe shall be made in layers with approved
materials free from rock, and each layer shall be tamped thoroughly
around and over the pipe.
(9)
Where indicated or directed, old pipe or insufficiently sized
culverts shall be removed and relaid, extended or renewed in the same
manner as specified above for new pipe culverts or drains.
(10)
Easement of a width sufficient to allow proper maintenance,
but in no case less than 15 feet, shall be provided for the outletting
of all drains, pipelines, etc. to streams, existing storm drains,
or other legal drainage courses. These easements shall be granted
to the Township in writing, subject to the approval of the Township
Attorney.
(11)
All nonpipe culverts shall be designed for AASHO H20-44 loading.
(a)
All culverts of any type shall be carried to the roadway right-of-way
and shall terminate with headwalls or other approved end treatment.
(b)
All conduits terminating or beginning in open channels shall
be provided with headwalls or other appropriate end treatment.
F. Headwalls shall be provided at all terminations. These shall be poured
concrete headwalls, precast concrete end sections or corrugated metal
end sections in accordance with the approved final plan. Poured concrete
headwalls shall be wing-type headwalls with aprons in accordance with
the Standard Construction Details.
G. Retaining walls installed in slope control areas shall be constructed
of heavy timber or logs, or reinforced concrete, other reinforced
masonry or of other acceptable construction and adequately designed
to carry all earth pressures, including any surcharges. The heights
of retaining walls should not exceed 1/3 of the horizontal distance
from the foundation wall of any building to the face of the retaining
wall.
H. Guardrails and/or railings shall be placed at all drainage structures
where the interests of pedestrian or vehicular safety would dictate.
(1)
The Municipal Agency may require that any open channel, other
than naturally occurring streams, be fenced with chain-link fencing
48 inches high if the banks of the channel are steeper than one foot
vertically for every four feet horizontally, and either the total
depth of the channel exceeds four feet or the channel would be expected
to have a depth of flow greater than two feet more often than once
every 10 years.
(2)
For maintenance purposes, gates may be required by the Municipal
Agency at approximately two-hundred-foot intervals.
I. The developer shall take all necessary precautions to prevent any
siltation of streams during the construction of the site.
(1)
If required by the Municipal Agency as a condition of approval
or by the Planning Board Engineer during construction, the developer
shall provide adequate provisions to prevent all deposits of silt
or other eroding material in any stream or watercourse.
(2)
Such provisions may include, but not limited to construction
and maintenance of siltation basins or holding ponds throughout the
course of construction.
(3)
The use of siltation and oil separation basins with controlled
outflows will be required to prevent pollution of waterways when discharge
is into a lagoon, bay or other standing body of water.
J. All drainage arrangements (either piped or overland flow) for sites
on county roads or state highways shall be approved by the County
Engineer or the New Jersey Department of Transportation, respectively;
in addition to being acceptable to the Municipal Agency.
K. Stormwater runoff restrictions in all proposed subdivisions and multifamily
residential developments with an area of 10 acres or more, and all
business, commercial and industrial development comprising a site
or tract area of five acres or more, the maximum design limit for
stormwater runoff shall be 115% of the runoff generated by the site
in its natural conditions, unless downstream facilities have been
determined to be fully adequate.
(1)
All runoff calculations shall be based on the Rational Formula
or the New Jersey Department of Environmental Protection's design
flood runoff index curves.
(2)
The design criteria for the use of these methods is contained
in the "Master Drainage Plan for Middletown Township," T & M Associates,
Middletown, New Jersey, seven volumes, as amended and supplemented.
(3)
In addition, any other method of calculation stormwater runoff
that is subsequently adopted for use by the Division of Water Resources
of the New Jersey Department of Environmental Protection shall also
be acceptable.
L. Special drainage provisions.
(1)
The existing system of natural drainage within each development
shall be reserved to the maximum extent possible. To this end, the
Board may require the preservation of natural drainage swales, recharge
areas, wet weather ponds and similar features and may require suitable
drainage and conservation easements and possible increases in lot
size to allow usable lots with the preservation of such features.
(2)
Subject to review and approval by the Board, the design of the
development may be modified to take advantage of the natural drainage
features of the land. In such review, the Board will use the following
criteria:
(a)
The utilization of the natural drainage system to the fullest
extent possible.
(b)
The maintenance of the natural drainage system as much as possible
in its unimproved state.
(c)
When drainage channels are required, wide, shallow swales with
natural vegetation will be preferred to other sections.
(d)
The construction of flow-retarding devices, detention areas
and recharge berms to minimize runoff value increases.
(e)
Maintenance of the base flow in streams reservoirs and ponds.
(f)
The reinforcement, improvement, and/or extension of the natural
drainage system to such an extent as is necessary to eliminate flooding
and excess maintenance requirements.
(3)
All developments or portions or total schemes of development
which, based upon the preliminary plat submission, total 10 or more
acres, will be expected, to the extent that the Board considers possible,
to limit the total stormwater runoff from the site after development
to not more than 115% of the runoff from the site in its undeveloped
state. The utilization of the provisions of this section to limit
such runoff are encouraged. However, the Board may require the use
of reasonable artificial methods of detention and/or recharge if it
determines that natural provisions are not feasible. The Board may
waive the provisions of this section if the nature of the development,
the character of adjacent previously developed areas or other factors
make the utilization of drainage features or runoff-limiting devices
inadvisable or impractical.
[Amended 10-19-1998 by Ord. No. 98-2529]
A. All major and minor arterial, collector, local collector, local and
marginal access streets shall be designed in accordance with the proposals
contained in the Master Plan of the Township and/or in accordance
with this subsection.
(1)
Upon receipt by the Municipal Agency of any subdivisions or
site plans calling for the installation of new streets or the extension
of old streets, the plats shall be referred to the Township Fire Advisory
Board and a representative of the Township Police Department for review.
(a)
They shall make recommendations as to the acceptable minimum
widths of each street and shall base the recommendations upon such
factors as the location, proposed use and intensity of traffic, with
an emphasis upon safety considerations of both a fire and police nature.
(b)
These recommendations shall be submitted to the Township Planner
to be considered in conjunction with such studies and statistics and
other data which the Planner shall have assembled as a basis for determining
minimum street widths within the Township.
(2)
The design and location of local, collector, arterial and minor
or marginal access streets shall be determined by the Municipal Agency
in their review of the applications so as to conform to the Schedule
of Street Design Standards (see Figure No. 5).
(3)
The enumerated standards are to be construed as minimum standards
and may be increased where, because of high traffic volumes, steep
grades or other such reasons, the Municipal Agency determines that
such action is necessary.
(4)
In residential subdivisions, the minimum street width required
by the attached "Schedule of Street Design Standards" shall only be
the minimum for certain minor streets designed solely to allow access
by residents to their homes. The minimum width of any street in the
Township of Middletown is not to be less than 36 feet.
B. The arrangement of streets not shown on the Master Plan or Official
Map shall be such as to provide for the appropriate extension and/or
realignment of existing streets, except that local and collector streets
should only be extended when such extension is necessary and the Municipal
Agency concurs that such extension will promote safety and conform
to the street standards contained elsewhere in this chapter.
C. Where developments abut existing roadways, sufficient right-of-way
shall be reserved to provide the right-of-way width proposed for the
functional classification of the street in question.
(1)
Subdivisions and site plans that adjoin or include existing
streets that do not conform to widths as shown on the Master Plan
or Official Map of the street width requirements of this chapter shall
dedicate additional width along either one or both sides of said road.
(2)
If the subdivision and site plan is along one side only, 1/2
of the required extra width shall be dedicated.
(a)
The additional dedicated width, when improved, shall have a
foundation course which shall be constructed by 2 1/2 inches
broken stone compacted to a depth of six inches.
(b)
The wearing surface shall be constructed of two inches of bituminous
concrete from the center line of said road to the newly installed
curbs and blended into the existing pavement on the opposite side
of the center line.
(c)
Where the new wearing surface meets the old, it shall be treated
with asphaltic oil type RC 2 or 3 and covered with 3/8 inch broken
stone to assure a tight bond.
(3)
The new cross section for the existing road shall be constructed
so as to provide a parabolic contour constructed to the satisfaction
of the Township Engineer.
D. Local streets shall be designed in accordance with the schedule of
street design standards and the requirements contained herein.
(1)
No street or road shall be designed which has an elevation at
the center line of less than 12 feet above mean low tide and as indicated
by the United States Coast and Geodetic Survey.
(2)
Local streets shall be arranged so that there exists a minimum
possibility of their use by traffic which does not have its origin
or destination at the lots to which the local streets provide access.
(3)
Culs-de-sac (dead-end streets) should have a center-line length
from the intersecting street center line to the center point of the
turnaround of the cul-de-sac of not less than 100 feet nor longer
than 600 feet and should not provide access to more than 25 lots.
(a)
They shall provide an end turnaround with a pavement radius
of not less than 50 feet and a property line radius of not less than
60 feet and tangent whenever possible to the right side of the street,
when viewed toward the closed end.
(b)
In the event it is contemplated that a dead-end street shall
be extended in the future, a temporary turnaround meeting the aforementioned
design criteria shall be required, and provisions made future extension
of the street and reversion of the excess right-of-way to the adjoining
properties.
(4)
Loop streets should provide access to not more than 45 lots.
(a)
Except that where access is provided by a combination of a short-loop
street and cul-de-sac, the maximum shall be 60 lots, provided that
the length of the loop street alone will not exceed 3,000 feet.
(b)
Loop streets shall have both of their termini located on the
same street.
(5)
P-loops, which are loop streets with a single access point,
should have an entrance not exceeding 700 feet in distance from the
loop intersection.
(a)
There should also be provided an emergency vehicular and pedestrian
right-of-way of 15 feet minimum width from the loop providing access
to a street which is not a part of the P-loop.
(b)
The loop of a P-loop should have a street length not exceeding
3,000 feet.
(c)
P-loops should provide access to no more than 60 lots and the
entrance street should be designed in accordance with the design standards
for collector streets.
(6)
Artificial modifications in street rights-of-way for the purpose
of increasing lot frontage shall be prohibited. Such prohibited modification
shall include, but not be limited to, widening the right-of-way of
a continuous street through the use of semicircular projections.
(7)
Use of reduced paving width may be considered by the review
agency when a cul-de-sac or loop street provides access to 25 or fewer
lots, where, by reason of topography, physical features or other conditions
of the reduced paving width would substantially reduce disruption
of the development's environment.
(a)
In no case shall the paving width of a two-way cul-de-sac or
loop street be reduced to less than 30 feet.
(b)
Such one-way streets with reduced paving width are subject to
the review and approval of the Traffic Bureau of the New Jersey Department
of Transportation.
(c)
Such review and approval must be obtained by the developer before
approval of a final plat will be granted.
(8)
No new street, road or right-of-way created as part of a subdivision
or site plan shall be permitted within 10 feet of a side or rear lot
line of an adjoining parcel not included as part of the development.
E. In any development, it shall be the duty of the Municipal Agency
to approve classification of proposed streets according to their use,
and in accordance with the federal classification of roadways. In
making decisions, the review agency shall refer to the Master Plan
and the Monmouth County Planning Board classification of roadways
and shall consider conditions within the development and the surrounding
areas and shall use as a guide the street classification and criteria
contained herein.
(1)
A local street is a street serving only single-family residences,
and where feasible, should be either a cul-de-sac or a loop street
meeting the requirements hereinabove set forth.
(a)
A street which serves traffic having origins and destinations
other than within the lots which abut the street shall not be considered
a local street.
(b)
The traffic normally expected on a local street shall be 400
vehicles per day.
(2)
A collector street is generally a street gathering traffic from
local streets and feeding it into a system of arterial highways.
(a)
Even if laid out as a local street, a street should be considered
a collector street if it provides access or could provide access to
more than 150 lots, or would be utilized by traffic other than residential
in nature.
(b)
Collector streets should generally be expected to carry traffic
volumes of approximately 3,000 vehicles per day.
(c)
The design speed of collector streets, for alignment and sight
distance purposes, should be 50 miles per hour.
(3)
Arterials are any federal, state or county highway or municipal
street or road intended to carry traffic between other arterials and
from the Township to destinations outside the Township. Arterial highways
should have a design speed 55 miles per hour and should be designed
to carry traffic exceeding 10,000 vehicles per day.
(4)
Expressways are high-speed, high-capacity, limited-access highways
devoted entirely to the movement of motor vehicles and provide no
direct access to abutting properties. They generally traverse large
areas, often an entire state, and connect with the freeways of adjoining
states. Design features include the separation of opposing traffic
lanes by a continuous center barrier or median strip, and full access
control and grade separation at intersections or interchanges which
are generally widely spaced. Expressways usually have right-of-way
widths in excess of 150 feet, carry multiple lanes of traffic in each
direction, and are generally designed for a capacity of between 1,000
and 1,500 vehicles per lane per hour.
(5)
Street classifications will be approved by the Municipal Agency
in accordance with the foregoing definitions, in accordance with the
provisions of the Master Plan and Official Map, if such be adopted,
in accordance with the provisions of applicable county and state regulations
or plans or, in the absence of specific information from the above,
in accordance with its own best judgment concerning the use to which
the various streets in any development will be put.
F. In any subdivision abutting or being traversed by a collector street
or arterial highway, one of the following conditions shall be required,
as the Board deems appropriate:
(1)
A marginal street meeting the classifications herein for a local
street shall be provided along each collector or arterial highway,
and shall be separated from the collector or arterial highway by a
landscaped strip at least 25 feet in width.
(2)
The frontage of all lots abutting the collector or arterial
highway shall be reversed so that the lots will front on an internal
local street; a natural wooded or landscaped buffer strip at least
50 feet in width will be provided on the abutting lots along the right-of-way
of the collector or arterial highway. The area of such buffer strip
shall not be considered part of the required minimum lot size.
(3)
All lots abutting collector streets may, in lieu of the above,
be provided with suitable driveway turnarounds eliminating any necessity
for vehicles to back into the collector street.
(4)
Other means of providing a satisfactory buffer separating through
and local traffic shall be provided as may be deemed proper by the
Municipal Agency.
(5)
Dwellings on corner lots shall have their driveway access on
the roadway designed and intended to carry the lesser amount of traffic.
G. Street design standards shall be appropriate to the expected use
of the street, soil, topographical and other physical conditions,
and to the maintenance of the purposes of this chapter, but shall
not be less than those set forth herein and also in the Schedule of
Street Design Standards (Figure No. 5). All streets shall be constructed
and graded and surfaced in accordance with these standards and specifications.
|
Figure No. 5
Schedule of Street Design Standards
|
---|
|
|
Classification
|
---|
|
|
Local
|
Collector Streets
|
Arterial Highway
|
---|
|
Minimum curb return radius at intersection(2)
|
15 feet
|
25 feet
|
45 feet
|
|
Vertical curb(5)
|
|
|
|
|
|
Crest: Minimum length equals 100 feet - based on stopping sight
distance design speed.
|
|
|
|
|
|
Sag: Minimum length equals 100 feet - based on headlight illumination
and stopping sight distance at design speed.
|
|
|
|
|
Maximum superelevation not required
|
—
|
—
|
6%
|
|
Pavement cross-slope minimum
|
3.00%(7)
|
3.33%(8)
|
1.50%(8)
|
|
Curb face required(6)
|
6 inches
|
|
8 inches
|
|
Minimum property line corner radius(2)
|
5 feet
|
15 feet
|
30 feet
|
|
Normal traffic capacity (ADT)
|
400
|
3,000
|
10,000
|
|
Minimum right-of-way width
|
50 feet
|
60 feet
|
100 feet
|
|
Minimum two-way pavement width
|
30 feet
|
40 feet
|
60 feet
|
|
Minimum one-way pavement width
|
22 feet
|
—
|
—
|
|
Shoulder (or parking area width)(1)
|
—
|
—
|
2 and 8 feet
|
|
Sidewalks:
|
|
|
|
|
|
Width
|
4 feet
|
4 feet
|
4 feet
|
|
|
Setback (from face of curb)
|
3 feet
|
3 feet
|
7 feet
|
|
Design speed (mph)(3)
|
40
|
50
|
60
|
|
Minimum radius of horizontal curvature at center line
|
150 feet
|
500 feet
|
2,000 feet
|
|
Minimum tangent between reverse curbs
|
100 feet
|
200 feet
|
600 feet(4)
|
|
Maximum longitudinal grade
|
8%
|
8%
|
4%
|
|
Minimum longitudinal grade desirable
|
0.75%
|
0.75%
|
0.75%
|
|
Absolute
|
0.40%
|
0.40%
|
0.40%
|
|
Maximum longitudinal grade for 200 feet from each side of an
intersection
|
3.5%
|
3.00%
|
—
|
|
NOTES:
|
---|
|
(1)
|
Shoulders or parking areas as may be required.
|
|
(2)
|
When dissimilar streets intersect, the larger radius will be
used.
|
|
(3)
|
For sight distance and vertical curve calculation only.
|
|
(4)
|
As required to run out superelevation (1% per second of travel
at design speed).
|
|
(5)
|
Not required if algebraic difference of intersecting grades
does not exceed 1.
|
|
(6)
|
Except in superelevation areas.
|
|
(7)
|
Six-inch crown.
|
|
(8)
|
Eight-inch crown.
|
(1)
All topsoil shall be stripped from the proposed subgrade. The
subgrade, when completed, shall be true to the lines, grades and cross
sections given on the plan accompanying the road profile.
(a)
After the profile has been shaped correctly, it shall be brought
to a firm, unyielding surface by rolling entire surface with a three-wheel
power roller weighing not less than 10 tons.
(b)
All soft and spongy places shall be excavated to such a depth
as shall be necessary to stabilize the foundation of the road and
refilled solidly with subbase consisting of broken stone, broken slag,
gravel, suitable earth or sand as directed by the Township Engineer.
(c)
All loose rock or boulders shall be removed or broken off six
inches below the subgrade surface. All stumps and roots shall be removed
in their entirety.
(d)
This shall be done before completing the rolling of the entire
surface of the subgrade.
(2)
Embankments (fills) shall be formed of suitable material placed
in successive layers of not more than 12 inches in depth for the full
width of the cross section and shall be compacted by distributing
uniformly over each succeeding layer, or by rolling with a ten-ton
roller as directed by the Township Engineer, to a compaction sufficient
to prevent settling.
(a)
Stumps, trees, rubbish, and any other unsuitable materials or
substance shall not be placed in the fill.
(b)
The fill shall be allowed to thoroughly settle before constructing
the pavement upon it and must be approved by the Township Engineer.
(3)
French underdrains shall be installed where the character and
composition of the earth in the roadbed itself or adjacent terrain
renders such installation necessary.
(a)
These underdrains shall consist of vitrified tile, perforated
metal pipe of porous-wall concrete pipe, to be of a minimum diameter
of six inches and to be laid in the bottom of a trench at such depth
and width as shall be necessary in view of the conditions involved.
(b)
The trench shall then be filled with clean-washed gravel or
broken stone or other equivalent porous material approved by the Township
Engineer.
(c)
The stone shall be covered with a layer of salt hay a minimum
of one-inch thick or approved filter fabric and the remainder of the
trench filled with suitable earth properly compacted.
(4)
No pavement shall be laid unless the subgrade has been thoroughly
inspected by the Township Engineer and approved by him.
(a)
Foundation course shall be constructed of 2 1/2 inches
of broken stone, which shall be compacted to a depth of six inches;
said stone shall be bound with broken stone screenings in accordance
with the latest New Jersey State Department of Transportation specifications.
(b)
Prior to the application of the wearing surface, the foundation
course shall be treated with a surface treatment consisting of asphaltic
oil for the appropriate season of the year, at a rate satisfactory
to the Township Engineer.
(5)
The surface or wearing course shall be bituminous-concrete-type
FABC with a minimum thickness of not less than 1 1/2 inches.
The bituminous concrete shall be laid with a power-operated paving
machine such as a Barber-Greene or equal, approved by the Township
Engineer.
(6)
Pavement shall be installed from curb to curb except in unusual
conditions of terrain and where otherwise required as determined by
the Township Engineer.
(7)
Materials, inspection and general requirements which pertain
to this section are as follows:
(a)
All material and appurtenances, unless otherwise specified herein,
shall comply with the requirements set forth in the current New Jersey
State Department of Transportation specifications.
(b)
The work shall be inspected throughout the course of construction
by the Township Engineer or his duly authorized representatives, who
shall be notified in writing 24 hours before any work is started or
continued.
(c)
The requirements herein shall be considered as minimum requirements
for street improvements. Where special circumstances or condition
of drainage, terrain, character of soil or otherwise, require different
construction or materials, such construction or materials shall be
determined by the Township Engineer.
(d)
All subsurface utilities shall be installed prior to the application
of the wearing surface on the streets.
H. Street intersections shall be designed according to the standards
contained herein.
(1)
No more than two streets shall cross the same point. Street
intersections shall be at right angles wherever possible, and intersections
of less than 60° (measured at the center line of streets) shall
not be permitted.
(2)
Local streets should not enter the same side of collector streets
at intervals of less than 500 feet, or arterials at intervals of less
than 1,200 feet.
(3)
Street jogs with center-line offsets of less than 125 feet shall
be avoided. Streets which enter collectors or arterials from opposite
sides shall be directly opposite to each other or must be separated
by at least 300 feet between their center lines measured along the
center line of an intersected collector; or 500 feet along the center
line of an arterial.
(4)
Four-way (cross) intersections involving minor or collector
streets shall be avoided.
(5)
Approaches of any collector or arterial street to any intersection
of another collector or arterial street shall be tangent or have a
center-line radius greater than 5,000 feet for at least 500 feet from
the intersection.
(6)
Where a collector or arterial street intersects with a collector
or arterial street, the right-of-way of each collector shall be widened
by 10 feet (five feet for each side) for a distance of 300 feet in
all directions from the intersection of the center lines, and the
right-of-way of each arterial shall be widened by 20 feet (10 feet
each side) for 500 feet in all directions from the intersection of
the center lines.
(7)
Approaches of any local street to any other street shall:
(a)
Be tangent (straight) for a distance of at least 50 feet from
the intersection; or
(b)
Have a center-line radius greater than 1,000 feet for at least
150 feet from the intersection; and
(c)
Have a clear sight of a point three feet high in the intersection
for a distance of not less than 400 feet.
I. Street layout should be in accordance with the provisions contained
herein.
(1)
Curved local streets are preferred to discourage speed and monotony.
The maximum straight line distance should not exceed 1,000 feet.
(2)
The Municipal Agency in all cases may require provisions for
continuing circulation patterns onto adjacent properties and, for
this purpose, may require the provision of stub streets abutting adjacent
properties.
(3)
Residential development areas containing more than 150 lots
should have two access points from collector streets or arterial highways.
(4)
A tangent at least 100 feet long shall be introduced between
reverse curves on arterial and collector streets.
J. Street names and development names shall not duplicate, nearly duplicate
or be phonetically similar to the names of any existing streets or
developments in the Township or contiguous areas of other communities.
Any continuation of an existing street shall have the same street
name.
K. The developer shall complete all improvements to the limits of the
development, unless other provisions have been made and approved by
the Municipal Agency.
(1)
In those instances where completion of certain improvements
would not be possible until the development of adjacent land takes
place, alternate temporary improvements may be constructed subject
to the approval of the Municipal Agency.
(2)
Cash or a certified check representing the difference between
the value of the temporary improvements and the required improvements
may be accepted by the Township Committee to be credited toward the
completion of such improvements at such time as the adjacent land
develops.
L. The right-of-way width and other standards for internal roads and
alleys in multifamily, commercial and industrial developments shall
be determined by the Board on an individual basis and shall, in all
cases, be of sufficient width and design to safely accommodate maximum
traffic, parking and loading needs, and maximum access for firefighting
equipment and shall generally conform to the requirements herein.
M. There shall be no reverse strips or areas controlling access to streets,
except where control and disposal of the land comprising such strips
or areas have been placed in the hands of the governing body under
conditions approved by the Planning Board.
All developments, upon municipal approval of plans and prior to the issuance of a building permit, shall obtain a street excavation permit for any excavation, removal, replacement, repair, construction, or other disturbance of any portion of the public improvements within a public street or drainage right-of-way, and be required to observe all other regulations as set forth in Chapter
428, Streets and Sidewalks, Article
I, Street Excavations, as amended and supplemented.
[Amended 10-19-1998 by Ord. No. 98-2529]
A. Commercial and public pools.
(1)
All commercial and public swimming pools and all appurtenant
buildings shall be considered principal structures and shall conform
to all setback requirements for principal structures.
(2)
Pumping and filtration systems shall be completely screened
from view and shall comply with all setback requirements for accessory
structures.
(3)
All commercial or public swimming pools shall be entirely surrounded
by a chain-link fence which is not less than four feet or greater
than 10 feet in height. An alternative to chain link may be permitted
by the Construction Official if it is designed in a manner consistent
with the intent and purpose of the Uniform Construction Code.
(4)
A gate not less than four feet in height shall be provided.
The gate shall be self-closing, open only outwardly and be equipped
with a locking device or padlock which must be kept locked except
when the pool is in use.
(5)
No portion of the fence or gate shall be closer than 15 feet
to the edge of the swimming pool.
B. Private swimming pools.
(1)
Private swimming pools shall not be permitted within any required
front, street side, or street rear yard setback of any lot.
(2)
The distance between swimming pool and property lines or main
buildings shall be measured from the water's edge and shall comply
with the following minimum standards:
|
All Private Swimming Pools
|
---|
|
Lot Size
(square feet)
|
Distance from Side or Rear Property Line
(feet)
|
Distance from Fence or Main Building
(feet)
|
---|
|
Up to 5,000
|
6
|
6
|
|
5,001 to 10,000
|
7
|
7
|
|
10,001 to 20,000
|
10
|
8
|
|
20,001 to 40,000
|
15
|
8
|
|
Over 40,000
|
20
|
8
|
(3)
No private swimming pool shall be located less than five feet
from any accessory structure.
(4)
No overhead electrical lines shall be permitted to extend across
a private swimming pool.
(5)
Pool equipment such as pumps and filters shall be located not
less than five feet from any property line on any lot less than 10,000
square feet and not less than 10 feet on any lot 10,000 square feet
or more. In no case shall pool equipment be located in a required
front, street side or street rear yard setback.
(6)
Pool equipment must be screened so as to minimize visibility
from public streets and adjacent properties. Screening shall consist
of either a solid fence, landscaping, or other methods acceptable
to the Township Construction Official.
(7)
Private swimming pools shall be enclosed by a non-climbable
barrier at least four feet in height in accordance with the New Jersey
Uniform Construction Code in effect at the time of application.