ARTICLE 8
DESIGN STANDARDS AND REQUIRED IMPROVEMENTS
SECTION 800 APPLICATION
800.1 The design standards and requirements as outlined in this Article
shall be utilized by the Planning Commission in evaluating the plans for all
proposed subdivisions and land developments.
800.2 Any request to modify the design standards and requirements of
this Article shall be in accordance with Section 109 of this Ordinance.
SECTION 801 GENERAL STANDARDS
(a) All applicable Township, County, State and Federal statutory
provisions and/or regulations;
(b) All governing rules and regulations of the Pennsylvania
Department of Environmental Resources;
(c) The applicable regulations and design standards of
Pennsylvania Department of Transportation;
(d) Whenever another Township, County, State or Federal statute
and/or regulation imposes a higher or more restrictive standard than those
contained in this Ordinance, the higher or more restrictive standard shall
apply.
SECTION 802 SITE SUITABILITY FOR DEVELOPMENT
802.1 The land for any proposed subdivision or land development shall be
suited for the purpose of intended use.
802.2 Land which the Planning Commission deems unsuitable for
subdivision or development due to flooding, improper drainage, rock formations,
adverse earth formations or topography, steep slopes, utility easements, or
other features which may reasonably be harmful to the safety, health, and
general welfare of the present or future inhabitants of the subdivision and/or
its surrounding areas, shall not be subdivided or developed unless adequate
methods are formulated by the applicant and approved by the Planning Commission
upon the recommendation of the Township Engineer.
802.3 The approval of a plan for any proposed subdivision or land
development shall not constitute a representation, guarantee or warranty of any
kind by the Township, any official, any employee, or agent thereof of the
practicability or safety of the use of such land or development, and shall
create no liability upon the Township, its officials, employees or agents.
SECTION 803 MONUMENTS AND MARKERS
The applicant shall place
permanent reference monuments and markers by a Registered Land Surveyor.
803.1
Monuments shall be placed so that the center of a scored or
marked point shall coincide exactly with the intersection of the lines to be
marked.
803.2
Monuments shall be of concrete or stone, with a flat top
having a minimum width or diameter of four (4) inches and a minimum length of
thirty (30) inches. Concrete monuments
shall be marked with a three-quarter (3/4) inch copper or brass dowel; stone or
precast monuments shall be marked on the top with a proper inscription and a
drill hole. Monuments shall be set so
that the top of the monument or marker is level with the surface of the
surrounding ground.
803.3
Markers shall consist of either iron or steel bars at least
thirty-six (36) inches long and not less than five-eighths (5/8) inch in
diameter. Markers normally shall be
flush with the surrounding grade.
803.4
Monuments shall be set as follows:
(a) One at each single angle of the perimeter of the property at all
major subdivisions and land developments.
(b) One at the beginning and end of all curves along street
right-of-way lines along one side of the street.
(c) A minimum of one at each street intersection along the street
right-of-way line.
803.5
Markers normally shall be
flush with the surrounding grade.
803.6 Markers shall be set as follows:
(a) At all points where lot lines intersect street right-of-way lines,
except for monument locations.
(b) At all other lot corners.
(c) At all points where lot lines intersect curves.
(d) At all angles in property lines of lots.
SECTION 804 RESIDENTIAL BLOCKS
For blocks the following
standards shall apply:
a. Maximum length not to exceed 1,200 feet;
b. Be of sufficient width to permit two (2) tiers of lots.
Exceptions to this
prescribed block width shall be permitted in blocks adjacent to major streets,
railroads, or waterways.
SECTION 805 RESIDENTIAL LOTS
805.1 All subdivisions and land development for residential use shall be
in conformance with the applicable minimum lot sizes, lot widths in yard
requirements as set forth in the Franklin Township Zoning Ordinance.
805.2 Each lot or area platted for residential use shall be accessible
from an existing or proposed street.
805.3 The lot depth shall not be greater than three (3) times its width.
805.4 Side lines of lots shall be at right angles to straight streets and
on radius lines on curved streets. Some
variation may be permitted at the discretion of the Planning Commission, but
pointed or very irregular shaped lots shall be avoided.
805.5 In the case of lots utilizing an on-site sewage disposal system,
there shall be sufficient area for the disposal field in accordance to DER.
regulations.
805.6 Double frontage lots shall be avoided but may be permitted when
required to provide a separation of a residential development from arterial
streets or to overcome specific disadvantages of topography or other natural
features of the site.
805.7 Lots shall be laid out so as to provide positive drainage away from
all buildings and individual lot drainage shall be coordinated with the general
storm drainage pattern for the area.
Drainage shall be designed so as to avoid concentration of storm
drainage water from each lot onto adjacent lots.
SECTION 806 STREETS - GENERAL REQUIREMENTS
806.1 Any proposed subdivision or land development shall have frontage
upon or access to an existing State, County, or Township road.
806.2 Streets shall be designed to provide adequate vehicular access to
all lots or parcels within any proposed subdivision or land development.
806.3 Streets shall be designed and appropriately related to the
topographic conditions of the site, with the grade of streets conforming as
closely as possible to the original topography.
806.4 Streets shall be graded and improved in accordance with the
appropriate design standards and specifications of this Ordinance.
806.5 All streets shall be properly integrated with the existing and
proposed system of streets and dedicated right-of-way as established in the
Comprehensive Plan.
806.6 All streets shall be properly related to specific traffic generators
such as industries, business districts, schools, churches, and shopping
centers; to population densities; and to the pattern of existing and proposed
land uses.
806.7 Proposed streets shall be extended to the boundary lines of the
tract to be subdivided, unless prevented by topography or other physical conditions,
or unless in the opinion of the Planning Commission such extension is not
necessary or desirable for the coordination of the layout of the subdivision
with the existing layout or the most advantageous future development on
adjacent tracts.
806.8 Any residential subdivision and/or land development containing ten
(10) or more lots which do not front upon an existing off-site public road,
shall provide within the overall traffic design of the site, not less than two
separate points within the site where an interior road as part of the proposed
subdivision and/or land development shall intersect with and provide access to
an existing off-site public road.
SECTION 807 STREET NAMES
The applicant may propose
names for all streets within a subdivision or land development prior to final
approval. A proposed street name shall
not include the name of any existing street in the Township, except that a
street when planned as a continuation of an existing street shall bear the same
name. Final approval of street names
for streets subject to public dedication to the Township shall be vested with
the Franklin Township Board of Supervisors. Final approval of street names for streets to remain under private
ownership shall be vested with the Planning Commission.
SECTION 808 STREET SIGNS
Street signs, which provide
the legal name of each street shall be erected at the intersection of each
street within a subdivision or land development prior to final approval. The size, color and construction materials
of said signs shall be subject to approval by the Planning Commission.
SECTION 809 TRAFFIC CONTROL SIGNS
Traffic control signs,
designed to regulate the speed of traffic or to convey any other pertinent
traffic or physical characteristic of the road to motorists shall be installed
at appropriate locations by the applicant as determined by PennDOT, Luzerne
County or the Planning Commission.
SECTION 810 CONSTRUCTION OF ROADS AND DEAD-END ROADS
The arrangement of streets
shall provide for the continuation of principal streets between adjacent
properties when such continuation is necessary for convenient movement of
traffic, effective fire protection, for efficient provision of utilities, and
when such continuation is in accordance with the Township’s goals as provided
for within the Statement of Community Development Objectives of the Franklin
Township Zoning Ordinance. If the
adjacent property is undeveloped and the street must be a dead-end street
temporarily, the right-of-way shall be extended to the property line. A temporary turnabout shall be provided on
all temporary dead-end streets. This
may limit the length of temporary dead-end streets in accordance with the
design standards of these regulations
SECTION 811 DEAD-END ROADS (PERMANENT)
Where a road does not extend
to the boundary of the subdivision and its continuation is not required by the
Planning Commission for access to adjoining property, its terminus shall
normally not be nearer to such boundary than fifty (50) feet. However, the Planning Commission may require
the reservation of an appropriate easement to accommodate drainage facilities,
pedestrian traffic, or utilities. A
cul-de-sac turnaround shall be provided at the end of a permanent dead-end street
in accordance with Township construction standards and specifications. For greater convenience to traffic and more
effective police and fire protection, permanent dead-end streets shall, in
general, be limited in length in accordance with design standards of this
Ordinance.
SECTION 812 ACCESS TO ARTERIAL STREETS
Where a subdivision or land
development borders on or contains an existing or proposed arterial street, the
Planning Commission may require that access to such street be limited by one of
the following methods:
a. The subdivision of lots in a manner in which the lots front
onto a parallel local street with no access provided to or from the arterial
street which shall contain a strip of screening along the rear property line of
such lots.
b. A series of cul-de-sacs, U-shaped streets, or short loops
entered from and designed generally at right angles to such a parallel street,
with the rear lines of their terminal lots backing onto the arterial.
c. A marginal access or service road, separated from the arterial
street by a planting or grass strip and having access thereto at suitable
points.
SECTION 813 INTERSECTIONS
813.1 Streets shall intersect as nearly as possible at right
angles. When local streets intersect
with collector or arterial streets the angle of intersection at the street
centerlines shall in no case be less than seventy-five (75) degrees. No two streets shall intersect with an angle
of intersection at the centerlines of less than sixty (60) degrees.
813.2 Multiple intersections involving the junction of more than two
streets shall be prohibited.
813.3 Intersections shall be designed with a flat grade wherever
practical. In hilly or rolling areas,
at the approach to an intersection, a leveling area shall be provided having
not greater than a two (2) percent grade at a distance of sixty (60) feet,
measured from the nearest right-of-way of the intersecting street.
813.4 Where any street intersection will involve earth banks or existing
vegetation inside any corner lot that would create a traffic hazard by limiting
visibility, the applicant shall cut such ground and/or vegetation (including
trees) in connection with the grading of the public right-of-way to the extent
deemed necessary to provide an adequate sight distance.
813.5 The cross-slopes on all streets, including intersections shall be
three (3%) percent or less.
SECTION 814 ROAD DESIGN, CONSTRUCTION AND PAVING STANDARDS
814.1 In order to provide for roads of suitable location, width and
improvement to accommodate prospective traffic and to afford satisfactory
access to police, fire fighting, snow removal, sanitation and road maintenance
equipment and to coordinate streets so as to compose a convenient system and
avoid undue hardships to adjoining properties.
814.2 The classification of any street, when not identified within any
Comprehensive Plan adopted by Franklin Township, shall be determined by the
Planning Commission by utilizing applicable definitions of this Ordinance.
814.3 Subgrade
and Base Specifications
(a) The subgrade of all streets shall be rolled and prepared in
accordance with PennDOT Specifications
as contained in the applicable sections of the 1990 edition of Publication 408,
or the most recent edition of Publication 408, including any subsequent
revisions and/or amendments thereto. The
following conditions shall also apply to the subgrade:
1. The area within the limits of the proposed road surface
shall be
shaped to conform
to the line, grade, and cross-section of the proposed
road.
2. All unsuitable subgrade material shall be removed or
stabilized.
3. Wet areas, excluding wetlands, shall be permanently drained
and stabilized. Details shall be
furnished on the method of drainage and shall by approval by the Township
Engineer.
4. Areas requiring fill shall be made with suitable materials
and thoroughly compacted for full width in uniform layers not more than eight
(8) inches thick per layer.
5. The subgrade shall be thoroughly compacted by rolling with a
minimum ten ton roller and or a sheeps foot roller in layers not greater than
six (6) inches.
6. Backfill for trenches within the cartway and curb area shall
be thoroughly compacted prior to the application of the base course.
7. All stone used to replace unsuitable subgrade materials
shall be subject to prior approval by the Township Engineer.
(b) The base for all streets, unless otherwise specified shall
contain a minimum of six (6") inches of stone subbase placed upon a
prepared and compacted subgrade. The required minimum of six (6") inches
of stone subbase material shall be determined by site conditions. The
construction of the base for all streets shall be in accordance with PennDOT
Specifications as contained in the applicable sections of the 1990 edition of
Publication 408, or the most recent edition of Publication 408, including any
subsequent revisions and/or amendments thereto. The following requirements
shall apply to the base course:
1. The base
course shall consist of a minimum of six (6) inches of AASHTO
#1 crushed stone placed upon an acceptable rolled subgrade.
2. After compaction of the base stone, dry screenings shall be
applied in sufficient quantity to fill all of the voids in the rolled stone
base. A vibratory roller of PennDOT
approved design, must be used in this step of construction and rolling shall
continue until all voids are filled.
Small areas around inlets and manholes that cannot be reached by the
vibratory roller shall be compacted with a mechanical tamper or wacker.
3. No base materials shall be placed upon a wet or frozen
subgrade.
814.4 Slope
All streets shall have a
minimum slope of two (2%) percent crown as measured from the centerline of the
street to the edge of each side of the cartway.
814.5 Use
of Fill Material
If fill material is proposed
to be used for the roadway bed,
subgrade or any other aspect of
the design and construction
of a street, the fill material shall be acceptable material for
such use as determined by
the Township Engineer. Placement of
acceptable fill material
within three (3) feet of the
proposed final roadway grade shall be in eight (8") loose lifts
and compacted to not less
than ninety-seven (97%) of the material's dry weight density as
determined by methods
prescribed by the Engineer. Placement of acceptable fill material
below three (3) feet of the
proposed final roadway grade shall be in eight (8") loose lifts
and compacted to not less
than ninety-five (95%) of the material's dry weight density as
determined by methods
prescribed by the Engineer. The type of compacting equipment to
be used for such purposes
shall be of sufficient and nature as determined by the Township
Engineer. Use of fill material shall comply with PennDOT
Specifications of Section 206 of
the most recent edition of Publication 408, including any
subsequent revisions and/or
amendments thereto. The regulations within this Section
shall apply to the use of fill
material within the any area of the cartway and the
shoulder of the roadway.
814.6 Slope of Embankments
The recommended slope of any
required road embankment shall be three (3) horizontal to one (1) vertical, but
under no circumstances shall the embankment have a slope greater than two (2)
horizontal to one (1) vertical.
814.7 Local
Streets
The minimum pavement
structure for a Local Street shall be as follows:
One and one-half (1.5") inches of ID-2A Wearing
Course upon four and
one-half (4.5") inches of B.C.B.C.
Applicable construction and
design standards of PennDOT, as contained within Section 400, of the 1990
edition of Publication 408, or the most recent edition of Publication 408,
including any subsequent revisions and/or amendments thereto shall apply.
814.8 Collector
Streets
The minimum pavement
structure for a Collector Street shall be as follows:
One and one-half (1.5") inches of ID-2A Wearing Course
upon five (5") inches of B.C.B.C.
Applicable construction and
design standards of PennDOT, as contained within Section 400, of the 1990
edition of Publication 408, or the most recent edition of Publication 408,
including any subsequent revisions and/or amendments thereto shall apply.
814.9 Arterial
Streets
The pavement structure for
an Arterial Street or Highway shall be governed by the most
recent edition of PennDOT
publication No. 242, Roadway Management
Manual,
including any subsequent revisions or amendments. All
applicable construction and
design standards of PennDOT,
as contained within Section 400, of the 1990 edition of
Publication 408, or the most
recent edition of Publication 408, including any
subsequent revisions and/or amendments thereto shall apply.
814.10 Dimensional
Standards For Roads
DIMENSIONS
|
TYPE OF STREET RIGHT-OF-WAY
CARTWAY SHOULDER
WIDTH |
|
|
|
ARTERIAL PennDOT SPEC* PennDOT SPEC* PennDOT SPEC* |
|
|
|
COLLECTOR 60 FEET
24 FEET 4 FEET per side |
|
|
|
LOCAL 50 FEET 20 FEET 2 FEET per side |
* PennDOT SPEC represents
governing PennDOT standards.
814.11 Limited Exemption
A subdivision or land development containing not more than
three (3) lots or three (3) detached single-family dwellings units shall may be
serviced by a private street having a minimum right-of way of not less than
fifty (50) feet. Said right-of-way shall be cleared of all vegetation and
properly graded. The width of the cartway shall be not less than sixteen (16)
feet and have a base consisting of six (6) inches of acceptable base. All other
design specifications for street, as set forth in this Ordinance which do not
conflict with the above shall apply.
Any subdivision or land development qualifying and wishing
to provide a private street, designed as such, shall contain covenants and/or deed restrictions as a condition of
approval, recorded with the approved plan and addressing the following:
1. The street shall remain as a private street, not subject to
offer for public dedication, unless it is improved to meet or exceed all applicable
design standards in effect at the time such offer is made.
2.
A
maintenance agreement and appropriate provisions which outline
3.
the
parties responsible for the continued of the street.
3. An agreement with the Township under which elected
officials, appointed officials, representatives and/or employees of Franklin
Township are held harmless form any liability related to
the use and safety of a private street, including but not limited to,
enforcement of the
maintenance agreement in relationship to vehicular access
of emergency vehicles.
4. Any further proposed development upon the site, excluding accessory
structures, shall result in the development being classified
as a major subdivision or major land development, subject
to all applicable design standards for such in effect at the time approval is
sought for additional development.
SECTION 815 HORIZONTAL VISIBILITY
The all applicable regulations contained within Chapter 441
(Access to and Occupancy of Highways by Driveways and Local Roads) of Title 67 Transportation
of the shall govern all design features of roads and driveways related to
horizontal visibility.
815.1 A minimum tangent of one hundred (100) feet shall be required
between curves on all classifications of streets.
815.2 The centerline grades shall not exceed the following:
Arterial Street - five (5%)
percent
Collector Street - seven
(7%) percent
Local Street - eleven (11%)
percent
There shall be a minimum
centerline grade of not less than two (2%) percent on all streets.
815.3 Vertical curves shall be used at changes of grade exceeding one
(1%) percent. Vertical curves shall be
designed to produce the following minimum sight distances:
Arterial Street - five
hundred (500) feet
Collector Street - three
hundred (300) feet
Local Street - one hundred
fifty (150) feet
815.4 Clear sight triangles shall be provided at all street
intersections. Within such triangles no
object greater than two and one half (2 1/2) feet in height and no other object
that would obscure the vision of the motorist shall be permitted. Such triangles shall be in conformance with
Chapter 441, Title 67, Department of
Transportation of Pennsylvania.
SECTION 816 CUL-DE-SAC STREETS
816.1 A cul-de-sac street will not be approved when
a through street is more advantageous.
816.2 Cul-de-sac streets, permanently designed as such and/or single
access streets, shall not exceed 750 feet in length and
furnish access to not more than ten (10) dwelling units, subject to all
proposed lots being in compliance with the applicable zoning regulations for
the minimum front footage for the Zoning District in which the subdivision is
located.
816.3 Cul-de-sac streets shall terminate in a circular right-of-way with
a minimum diameter of 120 feet and 100 feet diameter to the outer pavement edge
or curb line.
816.4 The
pave width of a cul-de-sac shall not be less than the minimum cartway width for a local street.
816.5 The entire area within a cul-de-sac shall be
paved. No physical obstructions shall be permitted within the cul-de-sac
including, but not limited to, islands, vegetative cover, trees, and/or any other types of
decorative features.
816.6 No physical obstructions shall be located
within six (6) feet of the edge of the cartway within a cul-de-sac, including
but not limited to, mailboxes, utility poles, utility transformer boxes and/or
similar above grade obstructions.
816.7 Any street which is terminated, with planned
future access to an adjoining property or because of authorized stage development,
shall be provided with a temporary, all-weather turning circle. The turning circle shall be completely within
the boundaries of the subdivision and/or land development, and the use of the
turn around shall be guaranteed to the public until such time as the street is extended.
SECTION 817 BRIDGES AND STREAM CROSSINGS
Bridges and other stream
crossing structures which are part of the proposed street system shall be
designed and constructed in accordance with current PennDOT Standards and
Specifications. Evidence of compliance
with and approval of the Division of Dams and Encroachments, Pennsylvania
Department of Environmental Resources, shall be provided by the developer, if
applicable.
SECTION 818 DRIVEWAY ENTRANCES
818.1 Adequate provisions to maintain uninterrupted parallel drainage along
a public street at the point of driveway entry shall be required. The adequacy
of each proposed driveway shall be made based upon the recommendation of the
Township Engineer in relationship to existing site conditions.
818.2 Driveway entrances or aprons within the street right-of-way shall
be surfaced their full width of entrance.
818.3 Driveway entrances or aprons shall be stabilized and maintained by
the property owner in a manner to prevent erosion of driveway material onto any
adjoining public right-of-way
818.4 All driveway entrances with access onto a public road shall be
required to secure a Highway Occupancy Permit from either Franklin Township,
Luzerne County or PennDOT prior to construction and the establishment of the
same. A deed restriction requiring the owner or developer of a property as the
responsible party to secure the required Highway Occupancy Permit shall be
contained in all deeds.
818.5 All
driveways shall be designed and constructed in accordance with all applicable provisions within Chapter 441
(Access to and Occupancy of
Highways by Driveways and Local Roads) of Title 67
Transportation