The standards of design in this article shall be used to judge the adequacy
of development proposals. Where, in the opinion of the Township, the literal
application of these standards in certain cases would work undue hardship
or would be plainly unreasonable, the Township Supervisors may grant such
reasonable exceptions as will not be contrary to the public interest.
[Amended 10-24-1995 by Ord. No. 239; 11-18-2003
by Ord. No. 284]
A. Street patterns. The proposed street pattern shall be
integrated with existing and/or officially planned streets, and it shall be
related to topography to produce usable lots and reasonable street grades.
B. Design and purpose. Streets shall be designed according
to their function and laid out to preserve the integrity of their design in
accordance with the following functional classification:
(1) Residential street. A street providing access to residential
properties. Standards assume light traffic flow with the possibility of upgrading
the classification in the future. Generally, a publicly owned and maintained
road in the Township with an average daily traffic volume of less than 1,000
vehicles or an average trip which consist of five miles or less shall be classified
as a residential street.
(2) Collector street. A street which connects local streets
or roads to population centers. Standards assume medium traffic flow with
the possibility of upgrading the classification in the future. Generally,
a publicly owned and maintained road in the Township with an average daily
traffic volume greater than 1,000 vehicles shall be classified as a collector
street. The function shall be to provide traffic service and major movements
rather than to service land. They may carry local routes and provide intracommunity
continuity but shall not penetrate a residential neighborhood by providing
direct residential access. Access to a collector shall be limited to not less
than every 1,000 feet.
(3) Commercial street. A street that is generally a publicly
owned and maintained road in the Township, utilized for commercial and industrial
motor vehicles, and is located in commercial and industrial zoned areas shall
be classified as a commercial street.
C. Street widths. Streets shall be laid out according to
the following minimum schedule; however, additional street width may be required
as determined by the Township.
|
Class of Street
|
Right-of-Way
Width
(feet)
|
Minimum Pavement
Width
(feet)
|
---|
|
Residential
|
50
|
26
|
|
Collector
|
60
|
32
|
|
Commercial
|
80
|
32
|
D. Any development proposed to have 60 or more living units
in the entire master sketch plan shall have two or more public roadway points
of ingress and egress. The Board of Supervisors reserves the right to increase
or modify this section when special circumstances exist.
E. A development planned to have a total of 60 or more living
units, preexisting and proposed, utilizing an existing limited (single) access
public roadway, shall provide for a second public roadway for ingress and
egress. The Board of Supervisors reserves the right to increase or modify
this section when special circumstances exist.
F. Developments proposed that connect in land mass to development
zoned districts and uses shall be connected by a minimum grass-covered pedestrian
pathway that will be a fifteen-foot minimum grass pathway marked by pedestrian
pathway signage approved by the Township and erected by the developer. Signs
and locations shall be clearly marked on the subdivision/land development
plan. The pathway shall be owned and maintained by a homeowners' association
or by the owner of the property that the pathway is located on and indicated
on their property deeds. Signs adjacent to the right-of-way will be maintained
by the Township. The pedestrian pathway shall not be included in the minimum
lot size requirements. The pathways shall be constructed in a way that integrates
with other throughways and in a manner that promotes the optimum level of
public safety and environmental security.
G. All underground utilities shall be located outside of
the cartway of any road. When utilities need to cross the road they shall
do so at a near perpendicular angle.
H. Trees and shrubbery shall not be located on any rights-of-way
and or any other easements except where permitted in the cul-de-sac which
is specified in the permanent cul-de-sac section.
I. Recreational objects shall not be located, either permanently
or temporarily, within the road right-of-way.
J. Continuations. Where new streets are proposed they shall
be laid out to continue existing streets. Streets shall meet the minimum standards
of Antrim Township for road construction standards. Greater widths may be
required to conform with comprehensive plans or in keeping with any other
known development plan adopted by any other government agency.
K. Street names. Continuations of existing streets shall
be known by the same name, but names for other streets shall not duplicate
or closely resemble names for existing streets in the Township and/or region.
L. Lots shall front on public streets.
(1) Streets shall be designed to make provision for access
to all lots and to adjacent undeveloped portions of the subdivision or land
development. All lots shall have a minimum frontage on a public street or
on a proposed public street to be dedicated to the Township of 85% of the
required lot width as set forth in Article
XVI of Chapter
150, Zoning. A lot
that does not have the required width at the road must obtain the required
lot width at the building restriction line. Lots shall not front on any private
streets.
(2) A lot commonly referred to as a "panhandle lot" shall
be deemed to satisfy the frontage requirements if said lot meets the following
criteria:
(a) The frontage on a public street shall be 50 feet.
(b) A width beyond the fifty-foot frontage shall be equal
to or greater than the minimum lot width requirements as set forth in Article
XVI of Chapter
150, Zoning.
(c) The building to be constructed on the lot must be a single-family
detached dwelling (house).
(d) Only one single-family detached dwelling (house) shall
be permitted for each panhandle lot.
(e) No panhandle lot shall be permitted within 100 feet of
another panhandle lot. The 100 feet shall be measured from the property line
nearest the other panhandle lot.
(f) Lot size, excluding the panhandle area, shall meet all
remaining minimum area requirements as set forth in Article
XVI of Chapter
150, Zoning. The panhandle area is that portion of the lot which does not
meet the minimum lot width and lot depth requirements as set forth in Article
XVI of Chapter
150, Zoning.
(g) All panhandle lots shall meet the other requirements
of this chapter and any other Township ordinance.
M. All driveways shall be depicted on the subdivision, site
and/or land development plan. The location of said driveway may be moved according
to the standards in §
125-45 of this chapter.
N. Driveway standards. The following general requirements
shall be applicable to all driveway and related drainage construction:
(1) Except for joint-use driveways, no driveway shall be
located within 10 feet of any portion of the side property line.
(2) Single-family detached dwellings (houses) shall not be
permitted to utilize joint-use driveways. Joint-use driveways shall only be
permitted with residential use duplexes, townhouses and garden apartments.
(3) Driveways shall not cross the street right-of-way within
five feet of a fire hydrant, catch basin or drain inlet.
(4) Driveways serving residential use properties shall be
a minimum of 12 feet in width and have at a minimum a five-foot radius; driveways
serving nonresidential use properties shall follow PA Code Title 67, Transportation
Chapter 441 (or other applicable PennDOT regulations) for standards for width
and radius.
(5) Where open shoulders or berms occur, the grade of entrance
and exit of the driveway shall slope away from the roadway pavement at a rate
of not less than 1/4 of an inch per foot or not more than one inch per foot
for a distance equivalent to the prevailing width of the shoulder.
(6) The rate of slope of approach ramps should not exceed
one inch per foot, up to the property line.
(7) The center line of each driveway entrance shall be at
a ninety-degree angle to the center line of the public road at the driveway
entrance or as near thereto as site conditions permit.
(8) Residential driveways shall be a paved surface within
the right-of-way.
(9) All nonresidential driveways and parking areas shall
be paved in their entirety. Nonresidential driveways shall be paved in accordance
with Antrim Township specifications for road construction within the Township
right-of-way. Nonresidential driveways that access a state road must follow
all of PennDOT Specifications Publication 408 for road construction.
(10) When deemed necessary to permit safe ingress and egress,
acceleration and deceleration lanes paralleling the street shall be installed
at the expense of the property owner. PA Code Title 67, Transportation Chapter
441 (or other applicable PennDOT regulations) criteria shall be used to determine
if these lanes are warranted.
(11) Driveways shall be located in safe relationship to sight
distance and barriers to vision. PA Code Title 67, Transportation Chapter
441 (or other applicable PennDOT regulations) criteria shall be used to determine
if the location is suitable for sight distance.
(12) All driveways shall be constructed so as not to impair
drainage within the right-of-way, alter the stability of the improved area
or change the drainage of the Township road and adjacent areas.
(13) Each lot created shall have its own access to a public
road, which is to be located entirely on the property for which it serves.
(14) Where a drainage ditch or swale exists, a pipe of adequate
size shall be installed under the driveway. Drainage pipe installed under
driveways shall be a minimum of 15 inches in diameter (circular or equivalent
sized arch), or suitable size based on field conditions and approved by the
Township.
O. Curbs and sidewalks.
(1) Where curbing is preexisting and streets are continued
then curbing shall be required for the entire development. Curbing shall be
constructed to PennDOT Specifications Publication 408 (Exhibit C) (or other
applicable PennDOT regulations.)
(2) When sidewalks are constructed within the right-of-way
they shall be placed at the right-of-way line, and the curb shall be placed
along the cartway with the stormwater swales located between the curb and
sidewalk (Exhibit C).
(3) Where roadway curbs occur, approaches at the curbline
shall be installed 1 1/2 inches above the adjacent roadway or gutter
curb.
(4) Where street curbs and sidewalks exist, the driveway
approaches shall be of permanent construction.
(5) Abutting property owners to curbs and sidewalks within
the Township right-of-way and property owners with curbs and sidewalks on
their property in the Township shall own and maintain all curbs and sidewalks.
(6) For land development, curbing shall be continued for
the entire road frontage of the property being developed.
(7) All curbing and/or sidewalks shall have smooth drainage
curb cuts to allow water to flow off of the road and into the stormwater facilities
and shall be constructed to drain the roadway impervious area.
P. Clear sight distance. Clear sight distance along the
center lines of residential streets shall be maintained at not less than 150
feet; along collector streets at not less than 250 feet, and along commercial
streets at not less than 450 feet.
Q. Directional changes. Changes in street direction shall
be made by horizontal curves with a minimum radius of 500 feet for collector/commercial
streets and 200 feet for residential streets. These radii are to be measured
at the center line. Shorter radii may be permitted upon recommendation of
the developer's engineer, reviewed and approved by the Township Engineer.
R. Dead-end streets. All dead-end streets shall be constructed
with a cul-de-sac meeting the Township specifications for cul-de-sac design
and construction. All dead-end streets must meet PennDOT Specifications Publication
Nine (or other applicable PennDOT regulations) as it pertains to liquid fuels
reimbursement.
(1) Cul-de-sac design specifications are as follows:
(a) Permanent culs-de-sac in a residential district shall
terminate at the closed end with a paved turnaround having a minimum radius
from the center of the cul-de-sac to the edge of the right-of-way of 60 feet,
and the same shall be constructed as illustrated in the detail on permanent
culs-de-sac (Exhibit B).
[1] There shall be no more than three driveways off the circular
turnaround and lots accessing a cul-de-sac shall be exempt from §
125-45L(1).
(This shall be noted on the development plan.)
[2] There shall be no half-moon culs-de-sac (a.k.a. teardrop
culs-de-sac).
[3] Lots shall allow for a minimum off-street parking for
four spaces. (This shall be noted on the development plan.)
[4] Mailbox clusters are required prior to entering the cul-de-sac
and shall be shown on the plan. Mailboxes shall not be placed within the area
of the cul-de-sac or are to be accessed by the cul-de-sac. (This shall be
noted on the development plan.)
[5] Pillars, piers, monuments, or any other structures are
not at any time permitted within the entire right-of-way of the cul-de-sac.
(This shall be noted on the development plan.)
[6] Only single-family dwellings are permitted in culs-de-sac.
(This shall be noted on the development plan.)
[7] No recreational objects shall be placed, either permanently
or temporarily, within the road right-of-way. (This shall be noted on the
development plan.)
[8] Culs-de-sac shall be a one-way street moving in a counterclockwise
direction, and the developer shall pay for the necessary signage to post the
cul-de-sac as one-way.
(b) Commercial and industrial culs-de-sac shall be constructed
at least to meet minimum criteria established above and may require a larger
radius depending upon the type of use to be serviced.
(c) Whenever a development proposes the use of a cul-de-sac
as referenced in the two paragraphs above, there shall be a note added to
the plans that responsibility for maintenance of the grass area shall be allocated
to the property owners owning lots on the cul-de-sac, with maintenance responsibility
being allocated to each lot in accordance with the percentage of each lot
area relative to the cul-de-sac. In addition to the note on the plans, every
deed issued for land fronting on a cul-de-sac shall contain a clause assigning
maintenance responsibility for the grass area to the abutting property owners
in accordance with the percentage of each lot area on the cul-de-sac, based
upon the total front footage or total area of all lots fronting on the cul-de-sac.
(2) Construction of a dead-end street shall be as follows
(Exhibit B):
(a) The cul-de-sac must have no more or less than a one-hundred-sixteen-foot
right-of-way from outermost edge to outermost edge, unless approved otherwise
by the Board of Supervisors.
(b) There shall be a fifty-foot grass island in the center
of the cul-de-sac with a radius of 25 feet and a two-percent crown along the
center of the entire circumference of the cartway to ensure that water will
drain to the outermost edge of the cartway or into the grass island.
(c) The inlet box shall be a PennDOT-type "M" inlet, and
meet the requirements of PennDOT Publication 408 (or other applicable PennDOT
regulations) for precast concrete inlets. Construction and placement of the
PennDOT-type "M" inlet and pipe shall be in accordance with the latest edition
of PennDOT Publication No. 72 for precast concrete inlets and drainage pipe.
(d) The cartway shall be constructed as to meet all of Antrim
Township standards for street construction. The cartway shall be 24 feet in
width around the entire grass island with a two-percent crown.
(e) A nine-inch grass swale shall be constructed along the
outermost edge of the cartway to the edge of the right-of-way around the entire
cul-de-sac.
S. Grades. There shall be a minimum center line grade of
1% on all streets. Grades shall not exceed 6% on all commercial streets and
10% on residential and collector streets. Steeper grades may be permitted
on residential streets for short distances if no greater slope is possible.
T. Vertical curves. Changes in grade shall be joined by
vertical curves, and the maximum rate of change of grade shall be 5% per 100
feet of road, provided that the clear sight distances specified above are
maintained at all points.
U. Crown. The slope of the crown on all streets up to 26
feet wide shall be 1/4 inch per foot, and streets more than 26 feet wide shall
be 1/2 inch per foot.
V. Side slopes. Street cuts and fills shall be provided
with side slopes not steeper than one vertical to three horizontal. Such slopes
shall be suitably planted with perennial grasses or other vegetation to prevent
gullying erosion, as per approval of Franklin County Soil Conservation District.
W. Intersections. Street intersections shall be designed
according to the following standards:
(1) No more than two streets shall cross at the same point.
Street intersections shall be at right angles wherever possible, and intersections
of less than 60° (measured at the center lines of the streets) will not
be permitted.
(2) Intersection streets shall not enter into the same side
of collector or commercial streets at intervals of less than 800 feet. Residential
streets entering another street from opposite sides should be directly opposite
each other, or, if necessary, they may be separated by at least 150 feet between
center lines measured along the center line of the cross street. Greater offsets
may be required depending on the importance of the cross street.
(3) Maximum grade within any intersection shall not exceed
5% in any direction, and approaches to any intersection shall follow a straight
course within 100 feet of the intersection. Grades within 100 feet of an intersection
shall not exceed 10%.
(4) Curb radii at intersections shall be according to the
following schedule of minimum lengths: 15 feet for intersections of alleys
and all streets; 20 feet for residential streets; and 35 feet for commercial
and collector streets. Where streets of different categories intersect, requirements
for the larger radii shall hold. The maximum radius of intersection right-of-way
lines shall be 40 feet.
(5) Except where buildings are permitted to front on property
lines, a seventy-five-foot clear sight triangle shall be provided, in which
no building or structure, wall, fence, hedge, tree, shrub or other growth
of 30 inches in height shall be placed, except for utility poles, light standards,
street signs and fire hydrants.
X. Blacktop restoration. Any excavated areas in residential
streets shall be restored to the Antrim Township road specifications in §
125-54.
Any excavated areas in collector or commercial streets shall be restored to
the Antrim Township road specifications in §
125-55.
Y. In addition to other valid reasons, the Township shall
not be required to accept for dedication or ordain any street that would not
qualify for liquid fuels funding.
Z. A temporary cul-de-sac shall be permitted when a plan
has been previously approved and bonding/or financial guaranties have been
provided for the continuation of the street in a future phase, and/or the
construction costs for creating a permanent cul-de-sac is provided. The specifications
for a temporary cul-de-sac shall be the same as permanent road construction
less the wearing course. When the developer intends to dedicate a road to
the Township that contains a temporary cul-de-sac, the temporary cul-de-sac
shall not be part of that deed. When the road continues, the temporary cul-de-sac
shall be abandoned by saw cutting and removing the macadam that would be outside
the cartway so that the cartway width matches the existing and future road.
(See Exhibit A for the details concerning this matter. The details contained
in Exhibit A shall be complied with.)
AA. Construction on a property which is accessed by a public
road shall have minimal impact on the road and neighborhood while construction
is taking place. All entrances shall be constructed prior to any excavation
taking place. All construction vehicles shall be parked outside of the public
rights-of-way and shall only enter and exit the property by means of the construction
entrance. The owner of the property shall see that the street is clean of
mud or debris which has been caused by the construction at the end of each
day. Stormwater swales shall not be altered by any means during any part of
the construction of the property, and silt fence shall be placed adjacent
to the stormwater swales to prevent any debris and/or alterations to the swales.
Where stormwater tiles are required under a driveway, they shall be constructed
to be flush with the bottom of the stormwater swales to allow the water to
keep flowing through the swale. If a stormwater swale is altered or damaged
during construction, the property owner will be responsible for reconstructing
the swale as per the approved plan and will bear the expense of the Township
Engineer visiting the site to determine if the swale was constructed as per
the approved plans.
The subdivider or developer shall grade and pave the streets and install
all other necessary improvements at no expense to the Township, including,
where required, curbs, sidewalks, water mains, erosion, sedimentation and
water management control facilities, sanitary and stormwater sewers, streetlights,
fire hydrants, street name signs and other facilities and utilities required
by the Board, in strict accordance with the requirements of this article and
the standards and specifications of the Township. Construction of all such
facilities and utilities shall be subject to inspection by appropriate Township
officials during the progress of the work. The subdivider or developer shall
not begin work on structures in any part of the subdivision or land development
until the streets in that part have been graded to within four inches of the
finished grade.
In the event that any improvements which may be required have not been
installed as provided in this chapter or in accord with the approved final
plat the Board of Supervisors is hereby granted the power to enforce any corporate
bond, or other security by appropriate legal and equitable remedies. If the
proceeds of such bond or other security are insufficient to pay the cost of
installing or making repairs or corrections to all the improvements covered
by said security, the Board of Supervisors may, at its option, install part
of such improvements in all or in part of the subdivision or land development
and may institute appropriate legal or equitable action to recover the money
necessary to complete the remainder of the improvements. All of the proceeds,
whether resulting from the security or from any legal or equitable action
brought against the developer, or both, shall be used solely for the installation
of the improvements covered by such security, and not for any other Township
purpose.
Materials and construction standards for streets, curbs and gutters,
sidewalks and any other facilities or utilities required by the Township shall
conform to regulations and standards of the Township.
Generally all work shall conform to standards put forth by the American
Congress of Surveying and Mapping and the following minimum standards:
A. Monuments. Monuments shall be six inches square or four
inches in diameter, 30 inches long and made of concrete, stone, or by setting
a four-inch cast iron or steel pipe filled with concrete. Monuments shall
be set:
(1) At the intersection of all right-of-way lines.
(2) At the intersection of lines forming angles in the boundaries
of the subdivision, mobile home park or land development as required by the
Township.
(3) At such intermediate points as may be required by the
Township.
B. Markers. Markers shall be 3/4 of an inch square or 3/4
of an inch in diameter and 15 inches long. Markers shall be made of iron or
steel bars. Markers shall be set:
(1) At all lot corners except those monumented.
(2) Prior to the time the lot is offered for sale.
[Amended 10-24-1995 by Ord. No. 239; 11-18-2003
by Ord. No. 284]
All residential streets to be dedicated to the Township shall meet the
following standards:
A. Adequate surface and subsurface drainage shall be provided
as per the Township ordinance and approved by the Township Engineer.
B. All streets shall have a minimum twenty-six-foot paved
cartway.
C. Inspection. Upon the approval of a street plan, including
profiles and layout, the proposed street shall be inspected by the Township
as follows:
(1) Before construction. At this stage the street developer
will be required to pay a fee for the inspection of his or her street(s) to
the Township.
(2) After subgrade is completed. The Township will require
a proof roll when complete.
(3) After subbase is completed. The Township will require
a proof roll when complete.
(5) After wearing course is finished. This will be the final
inspection of all paving materials.
(6) Stormwater facilities shall be inspected continuously
during construction.
(7) Final inspection will be done upon request, in writing,
by the developer/subdivider and after all infrastructures is in place as per
the approved plans.
(8) Inspection fees with each inspection done by representatives
of Antrim Township (pass or fail) shall be paid to the Township by the developer.
(9) Inspection fees shall be established by resolution by
the Board of Supervisors. Engineering review fees will be forwarded to the
subdivider/developer for reimbursement to the Township
D. Subgrade. All topsoil shall be removed to the natural
subsoil and the proposed roadway brought up to subgrade level with approved
slate a minimum of 32 feet wide.
(1) Prepare the subgrade prior to placing subbase. Do not
place subbase material on soft, muddy, or frozen areas, as determined by the
Township. Before placing subgrade, satisfactorily correct irregularities or
soft areas in the prepared subgrade. Correct unsatisfactory subgrade conditions
developing ahead of the base and paving operations by scarifying, reshaping,
and recompacting, or by replacement of subgrade, if directed, which is required
to be reinspected by the Township (according to PennDOT Specifications Publication
408 or other applicable PennDOT regulations).
(2) A proof roll is required for every two feet of fill installed,
and witnessed by representatives of Antrim Township.
E. Subbase. A minimum of eight inches compacted, of PennDOT-approved
2A coarse aggregate, rolled, shall be placed a minimum of 28 feet wide for
cartway construction. As an alternative, a minimum of eight inches compacted,
of approved slate, rolled, and then a minimum of two inches compacted of PennDOT-approved
2A coarse aggregate rolled, shall be placed a minimum of 28 feet wide for
cartway construction.
F. Base course. A PennDOT-approved Superpave Mix 25mm, based
on ESAL's Publication 408, shall be used. A minimum of four inches compacted
of 25mm Superpave course, rolled, shall be placed a minimum of 26 feet wide
for cartway construction. Superpave must be installed according to all PennDOT
Specifications. See Publication 408 for paving and asphalt testing (asphalt
content and percentage passing No. 200 sieve). All asphalt plant test results
must be received and approved by Antrim Township prior to wearing course being
applied.
G. Wearing. A PennDOT-approved Superpave Mix 9.5 mm SRL
treatment, based on ESAL's Publication 408, shall be used. A minimum of two
inches compacted of 9.5 mm Superpave course, rolled, shall be placed a minimum
of 26 feet wide for cartway construction. Wearing must be constructed according
to all PennDOT Specifications. See Publication 408 for paving and asphalt
testing (asphalt content and percentage passing No. 200 sieve). All asphalt
plant test results must be forwarded to Antrim Township within five business
days.
H. Core samples for base and wearing course shall be taken
and measured for thickness and density according to PennDOT Specifications.
See Publication 408. (Forward all test results of each layer of pavement prior
to the next layer being applied.) The final test results shall be forwarded
to the Township within five business days after application of Subsections
F and
G above. Core holes must be patched with in-kind material.
I. Traffic lights, traffic control signage, markings, and
streetlighting. The developer shall be responsible for the purchase of all
necessary stop signs, one-way signs, speed limit signs, or other traffic control
signs and/or pavement markings, including travel lane/shoulder separation
striping within the subdivision, in accordance with PennDOT Specifications
Publication 68 (or other applicable PennDOT regulations). The developer will
be responsible for the installation of all signs adjacent to all PennDOT streets.
Either permanent or temporary stop signs shall be installed at street intersections
as soon as the road surface is improved to a mud-free condition. In all commercial,
industrial, and residential land development/subdivisions with more than 50
proposed homes or businesses, the developer shall prepare necessary analysis
and reports supporting signage, streetlighting, or pavement marking locations
or that supports the position that signage or pavement markings are not needed.
J. Street specifications. Streets shall be surfaced to the
grades and dimensions drawn on the plans, profiles and cross sections submitted
by the applicant and approved by the Board of Supervisors. Before paving the
street surface, the applicant must install all required utilities and service
laterals and provide storm drainage facilities as were approved by the Board
of Supervisors. All subgrade and paving work must be supervised by the Township.
The wearing course shall only be placed between April 1 and October 31. Prior
to the commencement of paving, the Township shall be contacted to determine
the suitability of compaction. The subgrade, pavement base, binder and wearing
surface and shoulders shall be constructed in accordance with PennDOT Specifications
Publication 408.
K. Access to adjacent lands; residue; and street integrating.
(1) Streets shall be laid out to provide for access to all
lots and to adjacent undeveloped areas, and the subdivider or developer shall
improve or reserve future right-of-way to the property limits of the subdivision
or land development.
(2) The Board of Supervisors may grant a modification of
the requirement for access to adjacent lands if the literal enforcement of
said requirement will exact undue hardship because of peculiar conditions
pertaining to the land in question, provided that the modification shall not
be contrary to the public interest and that the purpose and intent of the
section are observed.
L. It will be the street developers' responsibility to reimburse
the Township for any engineering and legal review costs respective to their
work pursuant to §
125-15 of the Code of the Township of Antrim
Pennsylvania.
[Amended 11-18-2003 by Ord. No. 284]
All streets for commercial and industrial developments shall meet the
following standards:
A. Adequate surface and subsurface drainage shall be provided
as per the Township ordinance and approved by the Township Engineer.
B. All streets shall have a minimum thirty-two-foot paved
cartway.
C. Inspection. Upon the approval of a street plan, including
profiles and layout, the proposed street shall be inspected by the Roadmaster,
Zoning Officer and the Township as follows:
(1) Before construction. At this stage the street developer
will be required to pay a fee for the inspection of his or her street(s) to
the Township.
(2) After subgrade is completed. The Township will require
a proof roll when complete.
(3) After subbase is completed. The Township will require
a proof roll when complete.
(5) After binder is completed.
(6) After wearing course is finished. This will be the final
inspection of all paving materials.
(7) Stormwater facilities shall be inspected continuously
during construction.
(8) Final inspection will be done upon request, in writing,
by the developer/subdivider and after all infrastructures is in place as per
the approved plans.
(9) Inspection fees with each inspection done by representatives
of Antrim Township (pass or fail) shall be paid to the Township by the developer.
(10) Inspection fees shall be established by resolution by
the Board of Supervisors. Engineering review fees will be forwarded to the
subdivider/developer for reimbursement to the Township.
D. Subgrade. All topsoil shall be removed to the natural
subsoil and the proposed roadway brought up to subgrade level with approved
slate a minimum of thirty-eight-feet wide.
(1) Prepare the subgrade prior to placing subbase. Do not
place subbase material on soft, muddy, or frozen areas, as determined by the
Township. Before placing subgrade, satisfactorily correct irregularities or
soft areas in the prepared subgrade. Correct unsatisfactory subgrade conditions
developing ahead of the base and paving operations by scarifying, reshaping,
and recompacting, or by replacement of subgrade, if directed, which is required
to be reinspected by the Township. The subgrade must be completed according
to PennDOT Specifications Publication 408 (or other applicable PennDOT regulations.)
E. Subbase. A minimum of 10 inches compacted of PennDOT-approved
2A coarse aggregate, rolled, shall be placed a minimum of 36 feet wide for
cartway construction. As an alternative, a minimum of 12 inches compacted
of approved slate, rolled, and then a minimum of two inches compacted of PennDOT-approved
2A coarse aggregate rolled, shall be placed a minimum of 36 feet wide for
cartway construction.
F. Base course/binder course/wearing course. A PennDOT-approved
Superpave Mix based on ESAL's Publication 408 shall be used as follows:
(1) Base course. A PennDOT-approved Superpave Mix 37.5 mm
compacted with two four-inch lifts for a total of eight compacted inches of
Superpave Mix, rolled, shall be used. A minimum of eight inches compacted
of Superpave Mix 37.5 mm, rolled, shall be placed a minimum of 32 feet wide
for cartway construction. Superpave shall be placed and compacted in lifts
with a maximum depth of four inches. Superpave must be installed according
to all PennDOT Specifications. See Publication 408 for paving and asphalt
testing (asphalt content and percentage passing No. 200 sieve). All asphalt
plant test results must be received and approved by Antrim Township prior
to second layer being applied, and second layer test results must be received
and approved by Antrim Township prior to wearing course being applied.
(2) Binder course. A PennDOT-approved Superpave Mix 19 mm
compacted with two two-inch lifts for a total of four compacted inches of
Superpave Mix, rolled, shall be used. A minimum of four inches compacted of
Superpave Mix 19 mm, rolled, shall be placed a minimum of 32 feet wide for
cartway construction. Superpave shall be placed and compacted in lifts with
a maximum depth of two inches. Superpave must be installed according to all
PennDOT Specifications. See Publication 408 for paving and asphalt testing
(asphalt content and percentage passing No. 200 sieve). All asphalt plant
test results must be received and approved by Antrim Township prior to second
layer being applied, and second layer test results must be received and approved
by Antrim Township prior to wearing course being applied.
(3) Wearing course. A PennDOT-approved Superpave Mix 12.5
mm compacted to two inches shall be used. A minimum of two inches compacted
of Superpave wearing course, rolled, shall be placed a minimum of 32 feet
wide for cartway construction. Wearing must be constructed according to all
PennDOT Specifications. See Publication 408 for paving and asphalt testing
(asphalt content and percentage passing No. 200 sieve). All asphalt plant
test results to Antrim Township within five business days.
G. Core samples for base, binder, and wearing course shall
be taken and measured for thickness and density according to PennDOT Specifications,
See Publication 408. [Forward all test results of each layer of pavement prior
to the next layer being applied). The final test results shall be forwarded
to the Township within five business days after application of Subsection
F(1),
(2) and
(3) above]. Core holes must be patched with in-kind material.
H. It will be the commercial or industrial street developer's
responsibility to reimburse the Township for any engineering and legal review
costs respective to their work pursuant to §
125-15 of the Code
of the Township of Antrim Pennsylvania.
I. Access to adjacent lands; residue; and street integrating.
(1) Streets shall be laid out to provide for access to all
lots and to adjacent undeveloped areas, and the subdivider or developer shall
improve or reserve future right-of-way to the property limits of the subdivision
or land development.
(2) The Board of Supervisors may grant a modification of
the requirement for access to adjacent lands if the literal enforcement of
said requirement will exact undue hardship because of peculiar conditions
pertaining to the land in question, provided that the modification shall not
be contrary to the public interest and that the purpose and intent of the
section is observed.
J. Traffic lights, traffic control signage, markings and
streetlighting. The developer shall be responsible for the purchase of all
necessary stop signs, one-way signs, speed limit signs, or other traffic control
signs and/or pavement markings, including travel lane/shoulder separation
striping, within the subdivision in accordance with PennDOT Specifications
Publication 68 regulations. The developer will be responsible for the installation
of all signs adjacent to all of PennDOT streets. Either permanent or temporary
stop signs shall be installed at street intersections as soon as the road
surface is improved to a mud-free condition. In all commercial or industrial
subdivision/land development, the developer shall prepare necessary analysis
and reports supporting signage, streetlighting or pavement marking locations
or that supports the position that signage or pavement markings are not needed.
K. Street specifications. Streets shall be surfaced to the
grades and dimensions drawn on the plans, profiles and cross sections submitted
by the applicant and approved by the Board of Supervisors. Before paving the
street surface, the applicant must install all required utilities and service
laterals and provide storm drainage facilities as were approved by the Board
of Supervisors. All subgrade and paving work must be supervised by the Township.
The wearing course shall only be placed between April 1 and October 31. Prior
to the commencement of paving, the Township shall be contacted to determine
the suitability of compaction. The subgrade, pavement base, binder, and wearing
surface and shoulders shall be constructed in accordance with PennDOT Specifications
Publication 408.
[Amended 7-8-1997 by Ord No. 246; 12-12-2006
by Ord. No. 305]
Any property requiring that a subdivision or land development plan (as
defined in this chapter) be filed pursuant to this chapter shall also file
a stormwater management plan pursuant to the requirements of Chapter
126 of
the Code of the Township of Antrim.
The measures used to control erosion and reduce sedimentation shall
at a minimum meet the erosion and sedimentation control standards and specifications
as set forth in the Erosion and Sediment Pollution Control Program Manual,
Commonwealth of Pennsylvania, Department of Environmental Protection, Bureau
of Soil and Water Conservation, April 1990, as amended. Copies of this document
are available from the commonwealth and through the Franklin County Conservation
District Office.