[Ord. No. 586-20-01, 1/15/2020]
1. The purpose of this Part is to provide vehicular access to properties
and land development in a manner that preserves the safety and efficiency
of the transportation system within the Borough of Manor.
2. Access management encompasses the careful planning of the location,
design and operation of driveways, and street connections. If access
drives and systems are not properly designed and maintained, drives
connected to the Borough's street and primary transportation network,
including arterials and highways, will be unable to safely accommodate
the access needs of persons and traffic from properties and for development;
and to retain their primary transportation function.
3. This Part is intended to promote safe and efficient travel within
the Borough of Manor by limiting the number of conflict points, providing
safe spacing standards between driveways, encouraging shared access
between abutting properties, and ensuring safe access by emergency
vehicles.
[Ord. No. 586-20-01, 1/15/2020]
This Part shall apply to all access to streets within the Borough
of Manor, as identified in the Borough's statement of community development
objectives. Access to state highways, streets or roads is regulated
by the Pennsylvania Department of Transportation.
[Ord. No. 586-20-01, 1/15/2020]
This Part is generally consistent with the Borough's statement
of community development objectives. This Part is authorized by § 1202(12)
of the Borough Code, which provides that the Borough Council has the specific
power to regulate the streets, sewers, public squares, common grounds,
sidewalks, curbs, gutters, culverts and drains, and the heights, grades,
widths, slopes and their construction, and to prohibit the erection
or construction of any building or other obstruction to the convenient
use of the same; conforms with the requirements of the Pennsylvania
Municipalities Planning Code; and meets or exceeds the standards contained
in Title 67, Chapter 441, of the Pennsylvania Code, titled "Access
to and Occupancy of Highways by Driveways and Local Roads."
[Ord. No. 586-20-01, 1/15/2020]
As used in this Part, the following terms shall have the meanings
indicated:
ACCESS
A driveway, street, or other means of passage of vehicles
between the highway and abutting property, including acceleration
and deceleration lanes and such drainage structures as may be necessary
for proper construction and maintenance thereof. [67 Pa. Code Chapter
441]
ACCESS DRIVEWAY PAVEMENT
Access driveways shall be appropriately surfaced with a stabilized
material between the traveled way and the right-of-way line unless
a higher type material is specified by the permit. Low-, medium-,
and high-volume driveways which provide access to paved highways shall
be paved within the right-of-way. Materials used in the construction
of driveways shall meet the requirements of PennDOT Form 408. The
driveway pavement shall be at least four inches thick within the right-of-way.
AUXILIARY LANE
The portion of the roadway adjoining the through lane that
is used for speed change, turning, storage for turning, deceleration,
acceleration, weaving, and other purposes supplementary to through
traffic movement.
AVERAGE DAILY TRAFFIC (ADT)
The total volume of traffic during a number of whole days
(more than one day) and less than one year divided by the number of
days in that period.
DESIGN SPEED
The maximum safe speed that can be maintained over a section
of roadway when conditions are so favorable that the design features
of the road govern.
DRIVEWAY
Every entrance or exit used by vehicular traffic to or from
properties abutting a highway. The term includes proposed streets,
lanes, alleys, courts, and ways. [67 Pa. Code Chapter 441]
DRIVEWAY THROAT
Driveway throat length is the distance available for vehicles
measured from the outer edge of the traveled roadway to the point
where the driveway meets conflicting vehicular traffic movements.
A queue, a waiting line of vehicles. Throat length applies to arterial
roads.
EGRESS
The exit of vehicular traffic from abutting properties to
a street.
85TH PERCENTILE SPEED
The speed, in miles per hour, which is exceeded by only 15%
of the drivers traveling on a section of highway.
EXCAVATION
Any act by which earth, sand, gravel, rock or other similar
material is dug into, cut, carried, uncovered, removed, displaced,
relocated, bulldozed, including the use of hand tools. It shall include
the conditions resulting therefrom.
FUNCTIONAL AREA
The area beyond the physical intersection of two controlled
access facilities that comprises decision and maneuver distance, and
the required vehicle storage lengths.
HIGH-VOLUME DRIVEWAY
A driveway used or expected to be used by more than 1,500
vehicles per day. [67 Pa. Code Chapter 441]
HIGHWAYS, ROADS or STREETS
Any highways, roads, or streets identified on the legally
adopted municipal street or highway plan or the official map that
carry vehicular traffic, together with all necessary appurtenances,
including bridges, rights-of-way and traffic control improvements.
The term shall not include the interstate highway system.
INGRESS
The entrance of vehicular traffic to abutting properties
from a street.
INTERNAL TRIPS
Site-generated trips that occur between two or more land
uses on the subject site without exiting onto the intersecting street.
LEVEL OF SERVICE (LOS)
A qualitative measure describing the operational conditions
within a section of roadway or at an intersection that includes factors
such as speed, travel time, ability to maneuver, traffic interruptions,
delay, and driver comfort. Level of service is described as a letter
grade system (similar to a school grading system) where delay (in
seconds) is equivalent to a certain letter grade from A through F.
LOCAL ROAD
Every public highway other than a state highway. The term
includes existing streets, lanes, alleys, courts, and ways. [67 Pa.
Code Chapter 441]
LOW-VOLUME DRIVEWAY
A driveway used or expected to be used by more than 25 but
less than 750 vehicles per day. [67 Pa. Code Chapter 441]
MEDIUM-VOLUME DRIVEWAY
A driveway used or expected to be used by more than 750 but
less than 1,500 vehicles per day. [67 Pa. Code Chapter 441]
MINIMUM USE DRIVEWAY
A residential or other driveway that is used or expected
to be used by not more than 25 vehicles per day. [67 Pa. Code Chapter
441]
OFFSITE IMPROVEMENTS
Those public capital improvements that are not onsite improvements
and that serve the needs of more than one development.
ONSITE IMPROVEMENTS
All improvements constructed on the applicant's property,
or the improvements constructed on the property abutting the applicant's
property necessary for access, ingress and egress to the applicant's
property, and required to be constructed by the applicant pursuant
to any municipal ordinance, including, but not limited to, the municipal
code, subdivision and land development ordinance, planned residential
development regulations, and zoning ordinance.
OUTPARCEL
A lot that is adjacent to the roadway that interrupts the
frontage of another lot.
PERMEABLE SURFACES
A variety of materials and designs can be used for permeable
surfaces for driveways, parking areas, patios or walkways. The permeable
surface can be poured in place or laid in a pattern upon a subbase
of material designed and installed to permit water to infiltrate the
surface, subsurface and land. The surface material can be designed
and installed with gravel or stone filled within the gaps of the material
to create a permeable surface. Concrete and asphalt can be mixed to
allow water to drain through the surface and into the subsurface and
land. Other building materials such as stone, concrete or brick designed
and manufactured as permeable pavers can be used and laid with spaces
between the pavers for gravel or stone to allow water to flow between
them. Plastic or metal grids designed for permeable surfaces can also
be used with stone or loose soil and vegetation installed within the
grid to allow water soak and pass through.
PREXISTING DRIVEWAY
Permitted driveways in place at the time of the adoption
of this Part that do not conform to the standards herein.
RIGHT-OF-WAY
An area of land, measured from the centerline of the cartway,
that can be used by the public for travel and the location of utilities.
RIGHT-OF-WAY PRESERVATION
The acquisition of an area of land, through dedication or
easement, needed to accommodate the future widening of the roadway.
ROAD IMPROVEMENT
The construction, enlargement, expansion, or improvement
of public highways, roads, or streets.
SETBACKS
The minimum distance from the street right-of-way line to
the lot line that establishes the area within which no structure can
be erected.
STOPPING SIGHT DISTANCE
The distance required by a driver traveling at a given speed
to stop the vehicle after an object on the roadway becomes visible
to the driver.
STORAGE LENGTH
Lane footage needed for a right or left turn lane to store
the maximum number of vehicles likely to accumulate during a peak
period of travel.
STREET
Includes street, avenue, boulevard, road, highway, freeway,
parkway, lane, alley, viaduct, and any other ways used or intended
to be used by vehicular traffic or pedestrians, whether private or
public, including the right-of-way for the same.
TAPER
The widening of the roadway to allow the redirection or transition
of vehicles into or around an auxiliary lane.
TRIP
A one-directional vehicular trip to or from a site.
TRIP GENERATION
The total number of vehicular trips going to and from a particular
land use on a specific site during a specific time period.
ULTIMATE RIGHT-OF-WAY
An area of land beyond the legal or dedicated right-of-way
needed to accommodate future widening of the roadway, measured from
the centerline.
[Ord. No. 586-20-01, 1/15/2020]
1. Number of Driveways.
A. Single-family residence. Only one access shall be permitted for a
single-family residence. An additional access drive for a single-family
residence shall be permitted if the applicant demonstrates that an
additional access is necessary to accommodate traffic to and from
the residence and it can be achieved in a safe and efficient manner.
An additional access drive for a single-family residence located on
a street cul-de-sac may be permitted if the applicant provides a plan
design that is necessary to accommodate traffic to and from the residence;
and the Council determines that the additional access drive can be
located and function in a safe manner and not create any unsafe conditions
for the neighboring properties or the pedestrian or vehicle traffic
on the cul-de-sac.
B. Occupancies and uses for property other than a single-family residence.
Driveway access shall be permitted for all such uses. The number,
location, size and features of such driveway access shall be determined
by Council if an applicant demonstrates that such access or additional
accesses are necessary to accommodate traffic to and from the site
and it can be achieved in a safe and efficient manner.
C. The municipality shall restrict access to right-turn-only ingress
and egress or to another state-maintained road or local road if safe
and efficient movements cannot be accommodated.
D. For a property that abuts two or more roadways, the municipality
may restrict access to only that roadway that can more safely and
efficiently accommodate traffic.
E. If the municipality anticipates that a property may be subdivided
and that the subdivision may result in an unacceptable number or arrangement
of driveways, or both, the municipality shall require the property
owner to enter into an access covenant to restrict future access.
2. Corner Clearance.
A. Corner clearance shall meet the following driveway spacing standards
that are desirable for arterial and major collector roads:
(1)
Principal arterial: 600 feet.
(2)
Minor arterial: 400 feet.
(3)
Major collector: 200 feet.
(4)
Minor streets: 30 feet minimum from an intersection.
(5)
Minor collector streets: 200 feet.
B. Access shall be provided to the roadway where corner clearance requirements
can be achieved.
C. If the minimum driveway spacing standards cannot be achieved due
to constraints, the following shall apply in all cases:
(1)
There shall be a minimum ten-foot tangent distance between the
end of the intersecting roadway radius and the beginning radius of
a permitted driveway.
(2)
The distance from the nearest edge of cartway of an intersecting
roadway to the beginning radius of a permitted driveway shall be a
minimum of 30 feet.
D. If no other reasonable access to the property is available, and no
reasonable alternative is identified, the driveway shall be located
the farthest possible distance from the intersecting roadway. In such
cases, directional connections (i.e., right-in/right-out only, right-in
only or right-out only) may be required.
E. The municipality shall require restrictions at the driveway if the
municipal engineer determines that the location of the driveway and
particular ingress or egress movements will create safety or operational
problems.
3. Safe Sight Distance.
A. Safe sight distance shall be available for all permitted turning
movements at all driveway intersections.
B. PennDOT's Pub. 441 and Pub. 282 for driveways or Pub. 70 for local
roads shall be referenced to determine minimum driveway and roadway
intersection safe sight distance requirements.
C. All driveways and intersecting roadways shall be designed and located
so that the sight distance is optimized to the degree possible without
jeopardizing other requirements such as intersection spacing, and
at least minimum sight distance requirements are met.
4. Driveway Channelization.
A. For high- and medium-volume driveways, channelization islands and
medians shall be used to separate conflicting traffic movements into
specified lanes to facilitate orderly movements for vehicles and pedestrians.
B. Where it is found to be necessary to restrict particular turning
movements at a driveway, due to the potential disruption to the orderly
flow of traffic or a result of sight distance constraints, the municipality
may require a raised channelization island.
C. Raised channelization islands shall be designed with criteria consistent
with the latest AASHTO publication entitled "A Policy on Geometric
Design of Highways and Streets."
5. Joint and Cross Access.
A. The municipality may require a joint driveway in order to achieve
the following driveway spacing standards that are desirable for arterial
and major collector roads:
(1)
Principal arterial: 600 feet.
(2)
Minor arterial: 400 feet.
(3)
Major collector: 200 feet.
B. Adjacent nonresidential properties shall provide a joint or cross
access driveway to allow circulation between sites wherever feasible
along roadways classified as major collectors or arterials in accordance
with the functional classification contained in the municipal comprehensive
plan. The following shall apply to joint and cross access driveways:
(1)
The driveway shall have a design speed of 10 miles per hour
and have sufficient width to accommodate two-way traffic including
the largest vehicle expected to frequently access the properties.
(2)
A circulation plan that may include coordinated or shared parking
shall be required.
(3)
Features shall be included in the design to make it visually
obvious that abutting properties shall be tied in to provide cross
access.
C. The property owners along a joint or cross access driveway shall:
(1)
Record an easement with the deed allowing cross access to and
from other properties served by the driveway.
(2)
Record an agreement with the municipality so that future access
rights along the driveway shall be granted at the discretion of the
municipality and the design shall be approved by the municipal engineer.
(3)
Record a joint agreement with the deed defining the maintenance
responsibilities of each of the property owners located along the
driveway.
6. Access to Outparcels.
A. For commercial and office developments under the same ownership and
consolidated for the purposes of development or phased developments
comprised of more than one building site, the municipality shall require
that the development be served by an internal road that is separated
from the main roadway.
B. All access to outparcels shall be internalized using the internal
roadway.
C. The driveways for outparcels shall be designed to allow safe and
efficient ingress and egress movements from the internal road.
D. The internal circulation roads shall be designed to avoid excessive
queuing across parking aisles.
E. The design of the internal road shall be in accordance with all other
sections of this Part.
F. All necessary easements and agreements required under Subsection
5C shall be met.
G. The municipality may require an access covenant to restrict an outparcel
to internal access only.
[Ord. No. 586-20-01, 1/15/2020]
1. Driveway Throat Length.
A. For minimum use driveways, the throat length shall be a minimum of
25 feet.
B. For low-volume driveways, the throat length shall be a minimum of
50 feet or as determined by queuing analysis.
C. For medium-volume driveways, the throat length shall be a minimum
of 120 feet or as determined by a queuing analysis.
D. For high-volume driveways, the throat length shall be a minimum of
150 feet or as determined by a queuing analysis.
2. Driveway Throat Width From Edge of Pavement or Curb Through the Road
Right-of-Way.
A. For driveways without curb:
(1)
A driveway throat for the principal driveway for a single-family
residence, or a minimum use driveway, that is perpendicular from the
connection point of the street pavement to the garage or carport,
shall have a minimum width of 10 feet; and a maximum width of 1.25
feet for every one foot of the width of the garage door(s) or carport
accessed from the driveway. In no instance shall the driveway throat
exceed 30 feet in width. For a driveway that is not perpendicular
from the connection point of the street pavement to the garage or
carport (e.g., a side entry or rear entry garage or carport), the
driveway throat shall not exceed 15 feet. For a driveway that is not
connected to a garage or carport, the driveway throat shall not exceed
15 feet.
(2)
Low- and medium-volume driveways shall have a minimum width
of 10 feet for one-way operation and a minimum width of 20 feet for
two-way operation.
(3)
The design of high-volume driveways shall be based on analyses
to determine the number of required lanes.
B. For driveways with curb, two feet should be added to the widths contained in Subsection
2A(1) and
(2).
C. The municipality may require additional driveway width to provide
turning lanes for adequate traffic flow and safety.
3. Driveway Radius.
A. The following criteria shall apply to driveway radii:
(1)
For minimum use driveways, the radii shall be a minimum of two
feet.
(2)
For low-volume driveways, the radii shall be a minimum of 15
feet uncurbed and 25 feet curbed.
(3)
For medium-volume driveways, the radii shall be a minimum of
15 feet uncurbed and 25 feet curbed.
(4)
For high-volume driveways, the design should be reviewed by
the municipal engineer on municipal roadways and PennDOT on state-maintained
roadways.
B. For all driveways, the radii shall be designed to accommodate the
largest vehicle expected to frequently use the driveway.
C. Except for joint driveways, no portion of a driveway radius may be
located on or along the frontage of an adjacent property.
4. Driveway Profile.
A. Driveway grade requirements where curb is not present on the intersecting
street:
(1)
Shoulder slopes vary from 4% to 6%. When shoulders are present,
the existing shoulder slope shall be maintained across the full shoulder
width.
(2)
The change in grade between the cross slope of the connecting
roadway or shoulder and the driveway shall not exceed 8%.
(3)
The driveway grade shall not exceed 8% within 10 feet of the
edge of travel lane for minimum use driveways and within 40 feet for
low-, medium-, and high-volume driveways.
(4)
A forty-foot-minimum vertical curve should be used for a high-volume
driveway.
B. Driveway grade requirements where curbs and sidewalks are present:
(1)
The difference between the cross slope of the roadway and the
grade of the driveway apron may not exceed 8%.
(2)
The driveway grade shall not exceed 8% within 10 feet of the
edge of travel lane for minimum use driveways and within 40 feet for
low-, medium-, and high-volume driveways.
(3)
If a planted area exists between the sidewalk and curb, the
following shall apply:
(a)
The grade of the planted area shall not exceed 8%.
(b)
If the driveway grade would exceed 8% in the area between the
curb and the sidewalk, the outer edge (street side) of the sidewalk
may be depressed to enable the driveway grade to stay within 8%. A
maximum sidewalk cross slope of 8% must be maintained.
(c)
If the sidewalk cross slope exceeds 2%, the entire sidewalk
may be depressed. The longitudinal grade of the sidewalk may not exceed
6%.
C. Although site conditions may not allow strict adherence to these
guidelines in this Part, every effort should be made to design and
construct the safest and most efficient access onto the municipal
or state roadway.
[Ord. No. 586-20-01, 1/15/2020]
1. Permit Issuance Fees. Issuance fees shall be used to defray costs
incurred by the Borough in reviewing and processing the application
and plan, including the preliminary review of the site location identified
in the application, and issuing and processing the permit. A site
survey needs to be submitted and prepared by a surveyor or an engineer
indicating the location of the proposed driveway in relation to the
owner's property line. The survey must accurately incorporate all
of the design characteristics required by this Part.
A. Issuance fees shall be as follows:
(1)
Minimum use driveways: $150.
(2)
Low-volume driveways: $250.
(3)
Medium-volume driveways: $500.
(4)
High-volume driveways: $1,000.
B. Supplement fee shall be for each six-month time extension or each
submitted change: $100.
2. General Permit Inspection Fees. General inspection fees shall be
used to defray costs incurred by the Borough in spot inspection of
permitted work or subsequent inspection after the permitted work has
been completed, to insure compliance with the permit and this chapter;
they shall be as follows: An as built survey must be submitted by
the owner indicating the final location of the driveway.
A. Minimum use driveway: $100 each.
B. Low-volume driveway: $100 each.
C. Medium-volume driveway: $250 each.
D. High-volume driveway: $400 each.
3. Additional Inspection Fees. If the Borough determines that the permitted
work is of sufficient magnitude or importance to warrant assignment
of one or more employees of the Borough or the Borough's engineer
to inspect the permitted work, permittee shall be charged and pay
for all salary, overhead, and expenses incurred by the Borough for
such inspection(s).
4. Miscellaneous Fees. The applicant shall pay notary and recording
costs including the cost of recording the permit in the County Office
of the Recorder of Deeds when required, and the cost of all drainage
releases. Permits shall be recorded whenever deemed necessary by the
Borough, including when:
A. A permit requires drainage facilities to be installed and maintained;
or
B. A permit authorizes one or more high-volume driveways to be constructed.
5. Fees for Permits, Inspections and Miscellaneous Costs. The fees required
for any permit issued; for any inspection required; or for any costs
involved, under this Part, shall be in amounts as established from
time to time by resolution of Borough Council.
[Ord. No. 586-20-01, 1/15/2020]
1. General Rule. Upon application filed with the Borough; payment of
the required fee; and review and approval of the application and compliance
with this Part, a permit will be issued by the Borough Manager, subject
to conditions contained on the permit and its attachments and supplements.
The permit will be the authority for the applicant to proceed with
the work.
2. Permit Issued Only to Property Owner. Permits will be issued only
to the owners of the property. Permits will only be issued to contractors
if the property owner also signs the application.
3. Permit Requiring Agreement. Where the Borough determines that certain
conditions must be met, applicant will be required to execute an agreement
with the Borough as a prerequisite to issuance of the permit.
4. Requesting Permit Time Extension. A permit shall be valid for a six-month
period. If the permittee has not completed all authorized work by
the completion date specified on the permit, a renewal application
shall be submitted to the Borough requesting a time extension. If
approved, a supplement may be issued by the Borough, authorizing work
to continue for an additional six-month period.
5. Work Completion Notification. When all permitted work and conditions
have been completed, inspected and approved by the Borough, the permitee
shall be provided with a written completion notification.
[Ord. No. 586-20-01, 1/15/2020]
Any person, firm or corporation who shall violate any provision
of this Part, upon conviction thereof in an action brought before
a magisterial district judge in the manner provided for the enforcement
of summary offenses under the Pennsylvania Rules of Criminal Procedure,
shall be sentenced to pay a fine of not less than $50 nor more than
$1,000, plus costs, together with reasonable attorney fees; and, in
default of payment of said fine and costs, to a term of imprisonment
not to exceed 90 days. Each day that a violation of this Part continues
or each section of this Part which shall be found to have been violated
shall constitute a separate offense.
[Ord. No. 586-20-01, 1/15/2020]
If any sentence, clause, section or part of this part is for
any reason found to be unconstitutional, illegal or invalid, such
unconstitutionality, illegality or invalidity shall not affect or
impair any of the remaining provisions, sentences, clauses, sections
or parts of this part. It is the intent of the Borough Council that
the remaining provisions of this Part would have been enacted had
such unconstitutional, illegal or invalid sentence, clause, section
or part not been included herein.
[Ord. No. 586-20-01, 1/15/2020]
All ordinances or parts of ordinances which are inconsistent
herewith are hereby repealed.