The words "street" and "road" are used interchangeably. All
streets proposed to be constructed or extended within the Township
shall conform to the following design requirements, in addition to
other requirements of this chapter and the Township's Construction
Specifications:
A. Proposed streets shall be planned to be coordinated with the existing
street system, to provide sufficient access for fire protection, large
vehicles (such as trash and moving trucks) and emergency vehicles,
to provide for pedestrian traffic, to handle projected volumes of
traffic, to consider existing and proposed use of land on abutting
properties, and to allow for future extensions of the street systems,
where appropriate.
B. Residential streets shall be designed to discourage excessive through-traffic
and excessive speeds. However, the Township may require any street
to be designed so that it can be extended in the future to provide
access to future development.
C. Proposed streets which are aligned with existing streets shall continue
the name of the existing street. In the event a proposed street is
not aligned with an existing street, it shall not bear a name similar
to any existing street located within the Township and/or the same
postal service area or the same fire company primary service area.
This requirement shall still apply even if two streets have a different
suffix (such as "Street" vs. "Drive.")
D. Streets shall be logically related to topography so as to produce
reasonable grades, satisfactory drainage and suitable building sites.
A profile shall be required to be submitted showing the finished grades
of any proposed street.
E. The streets must be properly located and built with regard to the
proposed traffic functions as shown in the Township Comprehensive
Plan, including minimizing of through traffic on minor streets and
the maintenance of the ability of major streets to accommodate through-traffic
without excessive conflicts from turning movements into and out of
driveways.
F. The arrangement, character, extent, width, grade, and location of
all streets and highways must conform to their functional classification
as identified below. The classification of a street may be revised
by written resolution of the Board of Supervisors.
G. The Board of Supervisors may require that lots have their primary vehicle access onto a street other than an arterial street, where feasible and justified considering traffic conditions. See also §
165-38G. This decision should balance issues of compatibility with nearby homes and the need to control access onto major roads to avoid traffic safety and congestion problems.
H. The functional classification of streets/roads is described below.
For new streets, the Township Comprehensive Plan should be consulted
by the Township to determine the appropriate functional classification.
(1) Arterial. A high order, inter-regional street in the street hierarchy.
Arterial streets are intended to carry large traffic volumes at steady
speeds with minimum interruptions to traffic flow over moderate distances.
The following streets shall be considered arterials for the purposes
of this chapter:
|
Arterials
|
|
York Road (S.R. 0116)
|
|
Jefferson Road (S.R. 0516)
|
|
Glen Rock Road (S.R. 0616)
|
|
Trinity Road (S.R. 0616)
|
|
New Salem Road (S.R. 3046)
|
|
Seven Valleys Road (S.R. 0616)
|
(2) Collector. This classification includes highways that provide connections
with local roads, arterials and state highways. They may serve a traffic
corridor connecting villages, small boroughs, mining and agricultural
areas on an intra-county or township basis. Many trips destined to
such points originate in widely diffused locations. Traffic volumes
and trip lengths vary greatly depending upon size and distance between
localities.
|
Major Collectors
|
|
Green Valley Road (S.R. 3041)
|
|
Days Mill Road (S.R. 3042)
|
|
Indian Rock Dam Road (S.R. 3044)
|
|
Colonial Valley Road (S.R. 3053)
|
|
Lehman Road (S.R. 3090)
|
|
Salem Road (S.R. 3042)
|
|
Stoverstown Road (S.R. 3042 and 3061)
|
|
Minor Collectors
|
|
Ambau Road (T-383)
|
|
Arnold Road (S.R. 3021)
|
|
Bentz Road (part S.R. 3088 and part T-382)
|
|
Glatfelters Station Road (S.R. 3020)
|
|
Joseph Road (T-499)
|
|
Kraft Mill Road (S.R. 3047)
|
|
Messersmith Road (T 501)
|
|
Myers Road (S.R. 3043, 3076 and 3078 and T-145)
|
|
Noss Road (T-403)
|
|
Porters Road (S.R. 3082)
|
|
Slagel Road (T-488)
|
|
Tunnel Hill Road (Part S.R. 3019 and part T-538)
|
|
Walters Hatchery Road (T-485)
|
|
Waltersdorff Road (T-319)
|
|
Zeiglers Church Road (S.R. 3076)
|
(3) Local. This classification is intended to include streets that primarily
provide direct access to abutting land and includes connections from
farms, individual residences and commercial properties to higher classes
of roads. Trip lengths are typically short and operating speeds are
low. All roads which are not listed above as arterials or collector
roads shall be considered to be local roads, unless a new road is
designed to serve a collector function.
(4) Alleys. The use of alleys is permitted only in the Village Center
District or where specifically approved by the Board of Supervisors,
and shall be limited to providing a means of access to the side and/or
rear of those lots with street frontage and shall be designed to discourage
through traffic. The intent is that the Township will not accept dedication
of an alley. Instead, for any alley, a legally binding and Township-approved
method shall be used to ensure proper maintenance.
(5) Cul-de-sac. Permanent cul-de-sac streets are discouraged. Where no
potential for a through-street exists because of the shape of the
lot, a permanent cul-de-sac may be approved by the Board of Supervisors.
The maximum length of a permanent cul-de-sac street shall not exceed
500 feet as measured from the right-of-way line of the intersecting
street to the beginning of the cul-de-sac bulb. Alternative designs
to the circular cul-de-sac will be considered only if they meet the
requirements of Act 655 for obtaining liquid fuels tax allocations.
(a)
At the end of every cul-de-sac, provisions shall be included
for a snow storage easement, with a twelve-foot minimum width and
with proper drainage. The easement shall be located so that snow may
be pushed straight off of the end of the cul-de-sac by a snowplow.
Driveways and mailboxes shall not obstruct the snow storage easement.
(b)
A temporary cul-de-sac turnaround may be approved where a road
is proposed to be extended in the future. In such case, the plan shall
state how the excess right-of-way will be owned after the cul-de-sac
is no longer needed.
(6) Private streets. A new or extended private street or the subdivision
of land to result in a new driveway onto an existing private street
shall only be allowed if the street meets all of the construction
requirements that would apply to a public street, and if there is
a legally binding agreement in place to ensure the proper maintenance
and funding of the street over time.
(a)
Such agreement shall be recorded with the York County Recorder
of Deeds in conjunction with the final plan. This agreement shall
stipulate the following:
[1]
Private streets shall be constructed and maintained in conformance
with public street standards of this chapter.
[2]
The Township is under no obligation at any time to agree to
accept dedication of any street.
[3]
The method of assessing maintenance and repair costs to the
owners of adjacent lots shall be described, which shall be legally
binding.
[4]
The applicant must show that there is an agreement to clearly
distribute the costs of maintenance and repair over time, such as
a front foot assessment.
(b)
Before an applicant can receive permission to create one new
lot on a private street that existed prior to July 1, 1998, and that
does not meet requirements for a public street, the applicant must
prove to the satisfaction of the Township that the street will have
a sixteen-foot wide and twelve-foot-high clear pathway, which shall
include a minimum cartway of 12 feet, which shall be maintained in
crushed stone or asphalt in a mud-free condition, and which will be
maintained in a condition that is accessible to an ambulance and other
emergency vehicles. If more than one new lot is proposed, the Board
of Supervisors may require a wider cartway and a more substantial
roadway construction, as they determine is necessary to handle the
expected traffic volumes.
(7) Dead-end streets. Dead-end streets without a Township-approved turnaround
at the end are prohibited.
(8) Future streets. Where deemed necessary by the Township, land area
shall be reserved for future street usage in conjunction with the
development of adjoining properties. Such land area for a future street
is not required to be improved if they are not necessary to adequately
serve currently proposed development. Instead, a stub right-of-way
may be required to be set aside for future extension by the developer
of the adjacent tract. When connecting a proposed street to an existing
temporary cul-de-sac, such connection and all restoration work required
to restore the adjacent lots in the area of the existing turnaround
shall be the responsibility of the developer proposing the connection.
(a)
Where subdivisions or land developments abut existing streets which do not conform to the minimum right-of-way and cartway widths of this chapter, such existing streets shall be improved to the specifications of §
165-38 from the center line of the streets abutting the property being subdivided or developed. See §
165-38B(8), which may allow a modification to avoid a street widening. Under § 165-38A., such additional right-of-way shall also be required to be reserved for future dedication, if and when it may be needed.
Streets shall be designed in accordance with the Township Construction
Specifications, latest edition (provided that where such specifications
do not include a standard, the latest published version of PennDOT
Publication 408 shall be utilized); and the following criteria, whichever
is more stringent:
A. Ultimate right-of-way. The ultimate right-of-way width shall be reserved on existing streets (as indicated in §
165-37H) in accordance with the following:
(1) Arterial roads. An eighty-foot right-of-way, measured 40 feet from
the center line of existing roads.
(2) Collector roads. For both major and minor collector roads, a sixty-foot
right-of-way, measured 30 feet from the existing street center line.
(3) Local roads. A fifty-foot right-of-way, measured 25 feet from the
center line of existing roads.
(4) An ultimate right-of-way along an existing street is not required
to be immediately dedicated, unless the Township or PennDOT specifically
request that all or part of the additional right-of-way be dedicated.
In other cases, the future right-of-way shall be reserved for future
dedication to the Township or PennDOT, and the requirement shall be
deferred until the Board of Supervisors or PennDOT may in writing
determine that it is needed.
B. Street right-of-way and cartway width. The minimum right-of-way and
cartway widths for new streets shall be based upon the following:
(1) Arterial streets. To be decided upon by PennDOT, after a review by
the Township Engineer and the Board of Supervisors. The Board of Supervisors
shall also have the authority to require that up to 40 feet of right-of-way
on each side of the centerline of an arterial street be dedicated
or reserved for future dedication, unless the applicant proves to
the Board of Supervisors that the proposed subdivision or land development
does not generate any additional need for the additional right-of-way.
(2) Major collector streets.
(a)
Provides access to a residential land use with a density in
excess of four dwelling units per acre; or
(b)
Provides access to an industrial use or a commercial use; or
(c)
Serves an average daily traffic count over 2,000 vehicles; or
(d)
Typically has a speed limit over 35 miles per hour.
(3) Minor collector streets.
(a)
Primarily provides access to residential land use with a density
of two to four dwelling units per acre;
(b)
Serves a primary or secondary school or a use with similar traffic
impact; or
(c)
Serves an average daily traffic count between 1,000 and 3,000
vehicles.
(4) Local streets.
(a)
Provide access primarily to dwellings at a density of less than
two units per acre; or
(b)
Serves an average daily traffic count less than 500 vehicles.
|
Type of Street
|
Minimum Right-of-Way Width
(feet)
|
Minimum Cartway Width
(feet)
|
---|
|
Major collector
|
60
|
36
|
|
Minor collector
|
50
|
28
|
|
Local
|
50
|
24
|
|
Cul-de-sac
|
10 feet outside of the cartway
|
801
|
|
NOTE:
|
---|
|
1
|
Width or diameter.
|
(5) Additional cartway width may be required by the Township where necessary
for on-street parking, particularly for residential developments with
a density of two or more dwelling units per acre. An applicant for
an attached housing development may propose overflow parking areas
in place of providing on-street parking.
(6) The extension of existing streets which are presently constructed
with a cartway different from the standards of this chapter shall
be provided with a transition area, the design of which is subject
to Township approval.
(7) The Board of Supervisors may require that streets that are not curbed
shall include compacted stone shoulders with a width of up to four
feet on each side of the cartway, and that streets that are curbed
include paved shoulders of up to four feet width on each side of the
cartway.
(8) Fee in lieu of road improvements. If an applicant seeks that a modification
be granted to reduce the required street width, the Board of Supervisors
may establish a condition that the applicant shall contribute an amount
equal to 50% of the resulting cost savings in order for the modification
to be approved. Such fee shall be accounted for separately in a road
improvement account and shall only be used for improvements of public
roads in the general vicinity of the development. If an applicant
desires to use this provision, the applicant's engineer, surveyor
or landscape architect shall submit an accurate estimate of the costs
of meeting the requirement, which shall be subject to revision and
acceptance by the Township Engineer.
C. Horizontal street alignment. The following criteria shall apply to
the horizontal alignment of all proposed and reconstructed streets:
(1) Horizontal street alignments shall be measured along the center line
and horizontal curves shall be used at all angle changes.
(2) Where practical, single, long radius curves shall be used rather
than a series of curves with varying radii or a series of short curves
separated by short, straight segments. Additionally, decreasing radius
curves are specifically prohibited.
(3) The minimum horizontal curve radius shall be 300 feet for major and
minor collector streets, 150 feet for local streets, and subject to
PennDOT review and concurrence for arterial roads.
(4) A minimum tangent of 100 feet between reverse curves shall be provided
on all streets.
D. Vertical street alignment. The following criteria shall apply to
the vertical alignment of all proposed and reconstructed streets:
(1) Vertical street alignment shall be measured at the center line and
vertical curves shall be used in changes of grade when the algebraic
difference exceeds 1%.
(2) The minimum grade of all streets shall be 1% and the maximum grade
shall not exceed 10% for major and minor collector street and local
streets. The grade of arterial roads shall be a minimum of 1% and
a maximum of 6%, unless a differing standard is required by PennDOT
for a state road.
(3) Vertical curves shall have a minimum length of 300 feet for major
and minor collector streets and 200 feet for local streets.
(4) The maximum grade for 50 feet on each side of an intersection may
not exceed 4%, unless a more restrictive requirement is established
by PennDOT along a state road.
(5) The grade within the diameter of a turnaround of a permanent cul-de-sac
shall be at least 1% and shall not exceed 5% in all directions.
E. Street intersections.
(1) All intersections with state routes shall be subject to the approval
of PennDOT and copies of highway occupancy permits shall be submitted
to the Township prior to or as a condition of final plan approval.
(2) All intersections involving the junction of more than two streets
are prohibited.
(3) The minimum separation between the center line intersections of streets
shall be measured along the center line of the street being intersected
and shall meet the following requirements. The strictest requirement
shall apply.
|
Street Classification
|
Minimum Offset
(feet)
|
---|
|
Arterial
|
800
|
|
Major collector
|
600
|
|
Minor collector
|
500
|
|
Local
|
200
|
(4) All streets shall intersect with each other at a right angle. However,
intersections of new and existing minor collector and local streets
may deviate from perpendicular a maximum of 15° in either direction.
(5) The minimum radii of the cartway edge at intersections shall be 50
feet for collector streets and 35 feet for local streets. The right-of-way
radii at intersections shall be concentric with the cartway edge,
where possible.
(6) Clear sight triangles and sight distances at intersections: See the
requirements in the Township Zoning Ordinance. As of the enactment date of this chapter, such provisions were in §
195-42.1, and driveway provisions are in §
165-42.
F. Improvement specifications. All streets shall be designed and constructed
in accordance with the latest edition of PennDOT Publication 408 and
the North Codorus Township Construction and Materials Specifications,
as amended. Publication 408 shall be used where required by PennDOT
or where the Township specifications do not address a particular matter.
G. Lots abutting arterial and collector roads. In a subdivision or land
development abutting an arterial or major collector street, one of
the following may be required by the Board of Supervisors where feasible:
(1) The frontage shall be reversed so that the lots contiguous to such
roadways will front on a new minor collector or local street or an
existing local street, with an additional lot depth of 15 feet as
an easement exclusively for planting and screening to be provided
by the developer along the existing street; or
(2) A service road shall be provided along such existing street and shall
be separated from the right-of-way thereof by a landscaped area at
least 20 feet in width; or
(3) Such other means of separating through and local traffic and of providing
a suitable buffer shall be provided as the Board of Supervisors may
determine to be appropriate.
All single-family and two-family dwelling driveways shall conform
to the following, unless such provisions differ from a subsequently
adopted Township Driveway Ordinance, and except where PennDOT establishes
a different standard along a state road:
A. The number of driveways involving both turns into a lot and turns
out of a lot shall not exceed one per lot.
B. Either edge of a driveway may be no closer than:
(1) Fifty feet from the right-of-way line of an intersecting street on
the same side of the street;
(2) Five feet from an existing or proposed fire hydrant;
(3) Ten feet from a side property line for a principal business property
abutting a residential property.
D. Driveways accessing a state road shall require a highway occupancy
permit issued by PennDOT; all Township development approvals are automatically
conditioned upon the applicant showing that such permit has been issued,
where applicable.
E. Driveways shall not be less than 10 feet nor more than 20 feet wide
along the street right-of-way, unless a wider width is determined
by the Township or PennDOT to be necessary, such as for truck or bus
traffic.
F. Driveways must be located in safe relationship to sight distance
and barriers to vision. The driveway shall not exceed a slope of 8%
within 15 feet of the street right-of-way line. Where a drive enters
a bank through a cut, the shoulders of the cut may not exceed 50%
in slope within 25 feet of the point the drive intersects the right-of-way.
(1) In other locations, the slope of a new driveway shall not exceed
15%.
(2) The safe sight distance at each driveway shall not be less than the
distances found in PennDOT regulations, regardless of whether the
driveway enters a state road or a Township road.
G. Clear sight triangle. Driveways shall be located and constructed
so that a clear sight triangle a minimum of 200 feet of length in
each direction as measured along the street center line and along
the driveway center line measured 15 feet back from the street curbline
or ultimate pavement width is maintained. No visual obstructions and/or
plant materials over three feet high and less than 10 feet minimum
clearance shall be placed within this triangular area. This clear
sight triangle restriction shall apply to all property under the control
of the applicant.
H. Residential single-family detached, single-family semidetached (twin)
and single-family attached dwellings (townhouses) may utilize driveways
as part of required parking for each dwelling unit.
I. Except for a one-family driveway entering onto a local Township road,
all driveways that otherwise would involve vehicles backing onto a
road shall provide an area to be utilized as a vehicle turnaround
area. The minimum size of this turnaround area shall be 10 feet by
20 feet and the turnaround shall be placed to the side of the main
driveway so that entrance to the road can be performed in a safe manner.
J. The cartway of all driveways shall be constructed with a minimum
of six inches PennDOT No. 2A aggregate base course and 2 1/2
inches bituminous asphalt. All work shall conform to the requirements
of the latest edition of PennDOT Publication 408 and the Township
Construction Specifications. However, for residential, outdoor recreation
or agricultural driveways longer than 100 feet, only the first 25
feet shall be required to be paved, while the remainder may be maintained
in compacted stone.
(1) An alternative paving material may be pre-approved by the Township,
such as decorative masonry pavers placed over the base course, or
approved types of pervious asphalt or pervious concrete.
See the Township Stormwater Management Ordinance.
A. All site grading activities shall conform to the requirements of
this chapter, the Township Construction Specifications, or other specifications
as may be recommended by the Township Engineer and approved by the
Board of Supervisors.
B. In order to provide more suitable sites for building and other uses,
improve surface drainage, and control erosion, the following requirements
shall be met:
(1) All lots, tracts, or parcels shall be graded to provide proper drainage
away from buildings and dispose of the runoff without ponding, and
all land within a development shall be graded to drain and dispose
of surface water without ponding, except where other arrangements
are approved by the Board of Supervisors.
(2) All drainage provisions shall be designed to adequately handle the
surface runoff and carry it to the nearest approved stormwater facility
or other approved location. Where drainage swales are used, they shall
be stabilized and planted and shall be of such slope, shape and size
as to conform with the requirements of the Township.
(3) Changes in surface water runoff that result in concentrations of
runoff from the site shall need approval of the Township.
(4) Grading shall be done in such a way so as to not divert water onto
the property of another landowner without the expressed consent of
the Township and the affected landowner.
(5) During grading operations, necessary measures shall be taken to prevent
erosion and/or siltation of waterways.
(6) During grading operations, necessary measures for dust control shall
be exercised.
(7) Topsoil shall be preserved and redistributed as cover and shall be
expeditiously planted with erosion-resistant vegetation.
(8) Tree guards during construction and grading, and limitations as to
cuts and fills, both temporary and permanent near trees, shall be
provided as necessary to give reasonable assurance of their protection
for continued healthy growth.
(9) Grading equipment will not be allowed to cross waterways unless the
crossing is specifically addressed in an approved erosion and sediment
pollution control plan. See also PADEP permit requirements. The installation
of culverts or bridges must be approved by the York County Conservation
District and/or PADEP as required. Emergency crossings may be permitted
through permission of PADEP.
(10)
Excavations and fills.
(a)
Cut slopes shall not be steeper than 2:1 unless stabilized by
a retaining wall or cribbing, except as approved by the Township Engineer
when handled under special conditions. Fill slopes shall not exceed
3:1. Low-maintenance vegetation may be required to be planted in areas
that are too steep for safe mowing.
(b)
Adequate provisions shall be made to prevent surface water from
damaging the cut face of excavations or the sloping surfaces of fills.
(c)
Cut and fills shall not endanger adjoining property.
(d)
Fill shall be placed and compacted so as to minimize sliding
or erosion of the soil.
(e)
Fills shall not encroach on natural watercourses or swales.
(f)
Fills placed adjacent to natural watercourses or constructed
channels shall have suitable protection against erosion during periods
of flooding.
(11)
Slope controls. The following controls shall apply in all areas
where more than 500 square feet of land with a natural slope exceeding
25% is proposed to undergo regrading.
(a)
Prior to any alteration of the existing grade for development
purposes, and prior to the issuance of a related Township construction
permit, a grading plan shall be approved by the Township Engineer
or other person designated to approve such plans by the Board of Supervisors.
(b)
The applicant shall indicate the methods whereby structural,
erosion and foundation problems caused by slope conditions will be
overcome and water quality will be protected.
(c)
These grading plans shall not conflict with the more generalized
or typical grading and stormwater plans that were submitted as part
of preliminary and final plans, but are intended to provide more detailed
information about specific improvements.
In developments of five or more new lots, new electric service lines, cable television, telephone and all other utility lines shall be installed underground. Developers are encouraged to allow all cable television companies in the area an option to place underground lines in the development. See also additional utility provisions in §
165-50.