The design standards set forth by these regulations are intended to insure proper development in the Borough.
A. 
The following land subdivision principles, standards and requirements shall be applied by the Borough Council and Borough Planning Commission in evaluating the plans for proposed subdivisions and shall be considered minimum requirements, except as provided for above.
B. 
In reviewing subdivision plans, the Borough will consider the adequacy of existing or proposed community facilities to serve the additional dwelling units proposed by the subdivision. A reservation of land for community facilities may be requested when appropriate.
C. 
The subdividing of land shall be done in a manner that will not have the effect of debarring adjacent property owners from access to the streets and ways of the allotment. The Borough may require dedicated, improved or undedicated parcels to be provided for future access to adjacent land.
D. 
Land which is unsuitable for development because of hazards to life, safety, health or property shall not be subdivided or developed until such hazards have been eliminated or unless adequate safeguards against such hazards are provided for in the subdivision or land development plan. Land included as having unsuitable characteristics would be the following:
(1) 
Land subject to flooding or which has a high groundwater table.
(2) 
Land which, if developed, will create or aggravate a flooding condition upon other land.
(3) 
Land subject to subsidence.
(4) 
Land containing significant areas of slopes greater than 15%.
(5) 
Land which, because of topography or means of access, is considered hazardous by the Borough.
(6) 
Land which is subject to ground pollution or contamination.
E. 
Proposed subdivisions of land developments shall be coordinated with existing nearby neighborhoods so that the community as a whole may develop harmoniously.
F. 
Proposed land uses shall conform to the Borough Zoning Ordinance[1] as applicable.
[1]
Editor's Note: See Ch. 275, Zoning.
A. 
Minimum widths.
(1) 
Minimum street right-of-way widths and cartway widths shall be as follows:
Type of Street
Cartway With Curbs
(feet)
Cartway No Curbs*
(feet)
Right-of-Way
(feet)
Cul-de-sac
24
22
50
Minor
24
22
50
Collector
36
32
60
Commercial/ industrial
36
30
60
Arterial
As prescribed by the Pennsylvania Department of Transportation.
* NOTE: Shoulders of eight feet will be required on each side of the cartway.
(2) 
The Borough's preferred roads shall be a paved cartway with curbs.
B. 
In cases where a new subdivision is planned to join the street system on an existing subdivision, the above minimum requirements shall apply except where the existing streets and rights-of-way are larger than required. In this event, the Borough may require that the new streets and rights-of-way be as large as those in the existing subdivision. Any street or way that is planned, though not already established, shall be continued at not less than its width as planned.
C. 
Provisions for additional street width (right-of-way) may be required by the Borough in specific cases for:
(1) 
Public safety and convenience.
(2) 
Parking in commercial and industrial areas and in areas of high-density residential development.
(3) 
Widening existing streets (rights-of-way) where the width does not meet with the requirements of these regulations.
D. 
General design criteria for streets shall be in accordance with specifications as set forth by the Borough.
E. 
Dead-end streets (culs-de-sac) may be permitted when it is clear that through traffic is not essential to the street system in that district, and under existing conditions. A dead-end street must have adequate turning space for vehicles, which shall include a minimum right-of-way radius of 60 feet, and a minimum road edge or curb radius of 45 feet. No more than 20 dwelling units shall be served by a cul-de-sac. They shall not exceed 600 feet in length.
F. 
Street intersections shall comply with the following requirements:
(1) 
Curbs.
(a) 
All curbs at intersections shall be rounded by a minimum radius of:
[1] 
Collector, commercial and arterial streets: 30 feet.
[2] 
Minor streets: 25 feet.
[3] 
Industrial streets: 50 feet.
(b) 
Thirty-foot radii may be used where minor streets intersect collector and/or arterial streets.
(2) 
When fences, hedges or other plantings, structures or walls on any lot corner would create a traffic hazard by limiting clear vision across a corner lot from a height of three feet above the finished paved area, at the center line of the right-of-way, such structure and/or vegetation shall be removed in conjunction with grading the right-of-way to provide a sight line of 150 feet along the center line of a collector, commercial, arterial or industrial street from the center line intersections and 120 feet at minor street intersections. When an arterial, commercial, industrial or collector and a minor street intersect, each shall retain its respective footage requirements along the center line to form the sight triangle. No building or structure shall be permitted in this sight triangle. Sight triangles shall be shown on the plan.
(3) 
Where the grade of any street at the approach to an intersection exceeds 2%, a leveling area shall be provided, if possible, with a transitional grade not to exceed 1% for a minimum distance of 50 feet from the nearest right-of-way line of the intersection.
(4) 
Intersections of more than two streets shall be avoided.
(5) 
Minimum street intersection angles shall be 60°. Right-angle intersections shall be used whenever possible.
(6) 
Intersecting streets shall be separated by 350 feet or more, measured between center lines along the center line of the intersected street.
G. 
Horizontal curves shall be laid on all deflecting angles along the center line of streets, and the degree of curvature shall be set to assure the proper sight distance as required by Table A.
H. 
Vertical curves shall be used in changes of grade exceeding 1%, and shall be designed for maximum visibility as set forth by Table A.
I. 
In general, minor and collector streets shall not adjoin into the same side of arterial streets at intervals of less than 500 feet.
J. 
Half streets shall be prohibited. If circumstances render this impractical, adequate provisions for the concurrent dedication of the remaining half of the street must be furnished by the developer. Where there exists a half street in an adjoining subdivision, the remaining half shall be provided in the proposed development. The use of reserve strips is prohibited.
K. 
The provisions for the extension and continuation of major streets into and from adjoining areas are required. Where a subdivision abuts or contains an existing or proposed major street, the Borough may require reverse frontage lots or such treatments as will provide protection for abutting properties, reduction in the number of intersections with the major traffic streets, and separation of local and through traffic.
L. 
When the subdivision adjoins unsubdivided acreage, new streets or reserved rights-of-way shall be provided through to the boundary lines of the development.
M. 
Proposed streets shall be properly related to the official map of New Wilmington Borough and shall be logically related to the topography so as to produce usable lots and reasonable grades.
N. 
Where a subdivision borders on or contains a railroad right-of-way, an arterial highway right-of-way or a stream, ravine, steep hill or swamp, the Borough may require a street approximately parallel to and on each side of such right-of-way or other obstruction at a distance suitable for the appropriate use of the intervening land. Such distances shall also be determined with due regard for the requirements of approach grades and future grade separations, and for nonresidential uses of land, where permitted.
Table A
Design Criteria for Streets
(not to include intersections)
Type of Street
Item
Arterial
Collector
Minor
Cul-de-Sac1
Maximum grade*
6.0%
6.0%
8.0%
8.0%
Minimum grade
0.5%
0.5%
0.5%
0.5%
Minimum center line radius (feet)
500
300
150
150
Minimum sight distance** (feet)
450
250
200
200
Tangent between curves (feet)
300
150
100
0
NOTES:
*
Grades in excess of the allowable percentage may be approved by the Borough Engineer where it is clear that it is necessary and that no traffic hazard is or will be created thereby.
**
Sight distance shall be measured along the center line of the street between points where a driver's eyes at three feet six inches in height can see an object six inches high.
1
Please see "cul-de-sac" definition; cul-de-sac is the entire street, not merely the vehicular turnaround.
A. 
Curbs.
(1) 
Curbs shall be provided on all streets and parking compounds located within multifamily and apartment building developments. Curbs shall also be required on new streets in subdivisions or land developments.
(2) 
All curbs shall be depressed at intersections to sufficient width to accommodate wheelchairs. Depression shall be in line with sidewalks where provided (ADA standards to be used).
(3) 
Curbs shall be the vertical type.
(4) 
All curbs shall be constructed of portland cement concrete with expansion joints every 20 feet, and shall follow PennDOT standards where applicable.
B. 
Sidewalks.
(1) 
Sidewalks shall be provided on all streets and parking compounds located within multifamily and apartment building developments. Sidewalks shall also be required on new streets in subdivisions or land developments in which average lot width of interior lots at the required building setback line is 100 feet or less. The requirement of sidewalks may be waived at the discretion of the Borough.
(2) 
Minimum widths for sidewalks along each type of public street shall be five feet, and shall follow PennDOT specifications where applicable.
A. 
Blocks shall be designed to insure proper firesafety.
B. 
In general, all blocks in a subdivision shall have a maximum length of 800 feet. Blocks subdivided into lots shall be approximately two lot depths in width, except lots along a major thoroughfare which front on an interior street. Block lengths shall not be less than 530 feet.
C. 
In commercial areas, the block layout shall conform, with due consideration to site conditions, to the best possible layout to serve the buying public, to permit good traffic circulation and the parking of cars, to make delivery and pickup efficient, and to reinforce the best design of the units in the commercial areas.
D. 
The block layout in industrial areas shall be governed by the most efficient arrangement of space for present use and future expansion, with due regard for worker and customer access parking. Of special interest will be the accommodation of truck traffic.
A. 
All lots shall abut by their frontage on a publicly dedicated street or on a street that has received the legal status as such. Lots abutting on a private street or easement are not recommended. If permitted, the use of private streets must be approved, in writing, by the New Wilmington Borough Council. All streets, public or private, must meet the design and construction standards set forth in § 221-43 of this chapter.
B. 
Double frontage and reverse frontage lots should be avoided except where essential to provide separation of residential development from traffic arteries or to overcome specific disadvantages of topography and orientation. A planting screen easement across which there shall be no right of access may be required by the Borough along the line of lots abutting such a traffic artery or other disadvantageous use.
C. 
The use of flag lots shall be discouraged, as a matter of policy, by the Borough. However, the Borough recognizes that, in certain circumstances, a flag lot may be the only practical method to develop road frontage. All proposed flag lots must comply with the following:
(1) 
The flag lot shall access a public street.
(2) 
For residential development, the minimum width of the frontage shall be 50 feet.
(3) 
For nonresidential development, the minimum width of the frontage shall be 60 feet.
D. 
Side lines of lots, so far as practical, shall be at right angles or radial to street lines.
E. 
Corner lots shall be increased in size whenever necessary so as to conform to the Borough Land Development Standards so that any structure to be placed thereon shall conform to minimum building setback line requirements.
F. 
Lots abutting local streets shall front upon the streets which parallel the long dimension of the block, if possible.
G. 
The lot size, width, depth, shape, orientation and the minimum building setback lines shall be appropriate for the location of the subdivision and for the type of development and use contemplated.
A. 
Blocks and lots shall be graded to provide proper drainage away from buildings and to prevent the collection of stormwater in pools. Minimum two-percent slopes away from structures shall be required.
B. 
Lot grading shall be of such design as to carry surface waters to the nearest practical street, storm drain or natural watercourse. Where drainage swales are used to deliver surface waters away from buildings, their grade shall not be less than 1% nor more than 4%. The swales shall be sodded, planted or lined as required. A grading and draining plan shall be required for all subdivisions and land developments, except minor subdivisions.
C. 
No final grading shall be permitted with a cut face steeper in slope than two horizontal to one vertical except under one or more of the following conditions:
(1) 
The material in which the excavation is made is sufficiently stable to sustain a slope of steeper than two horizontal to one vertical, and a written statement of a civil engineer, licensed by the Commonwealth of Pennsylvania and experienced in erosion control, to that effect is submitted to the Borough Engineer and approved by same. The statement shall state that the site has been inspected and that the deviation from the slope specified hereinbefore will not result in injury to persons or damage to property.
(2) 
A concrete or stone masonry wall constructed according to sound engineering standards for which plans are submitted to the Borough Engineer for review and written approval is provided.
D. 
No final grading shall be permitted which creates any exposed surface steeper in slope than two horizontal to one vertical except under one or more of the following conditions:
(1) 
The fill is located so that settlement, sliding or erosion will not result in property damage or be hazardous to adjoining property, streets, alleys or buildings.
(2) 
A written statement from a civil engineer, licensed by the Commonwealth of Pennsylvania and experienced in erosion control, certifying that he has inspected the site and that the proposed deviation from the slope specified above will not endanger any property or result in property damage, is submitted to and approved by the Borough Engineer.
(3) 
A wall is constructed to support the face of the fill.
E. 
The top or bottom edge of slopes shall be a minimum of three feet from property or right-of-way lines of streets or alleys in order to permit the normal rounding of the edge without encroaching on the abutting property. All property lines, where walls or slopes are steeper than one horizontal to one vertical and five feet or more in height shall be protected by a protective fence no less than three feet in height approved by the Borough Engineer.
A. 
In order to promote the highest environmental quality possible, the degree to which the applicant of a subdivision or land development plan has preserved existing salient natural features and land forms intrinsic to the site shall be assessed. Terms of approval of a plat may be subject to the manner in which the layout or design of the plan has preserved existing natural features, such as, but not limited to, trees, wooded areas and watercourse.
B. 
Open space. Where the applicant is offering for dedication, or is required by ordinance to establish, a reservation of open space or preserve an area of scenic or historic importance, a "limit of work," which will confine excavation, earth moving procedures and other changes to the landscape, may be required to ensure preservation and prevent despoliation of the character of the area in open space.
C. 
Tree preservation. Whenever possible, trees shall not be removed unless they are located within the proposed street right-of-way, within the proposed building area, well area, sewage facility area, or within utility locations and equipment access areas. In areas where trees are retained, the original grade level shall be maintained, if possible, so as not to disturb the trees.
D. 
Topsoil preservation. All of the topsoil from areas where cuts and fills have been made should be stockpiled and redistributed uniformly after grading. All areas of the site shall be stabilized by seeding or planting on slopes of less than 10% and shall be stabilized by sodding on slopes 10% or more and planted in ground cover on slopes 20% or greater.
E. 
Landscaping. For all multifamily, apartment, office, commercial and industrial subdivisions or land developments, a landscaping plan shall be provided and shall include sufficient plantings for the required open space, planting strips, screening, formal gardens, shade trees and natural barriers.
F. 
Buffer planting requirements. Buffer yard as may be required.
G. 
Preserved landscaping. When there is a conscientious effort to preserve the existing natural integrity and character of a site and where such preservation effectuates areas of woodland and trees comparable to required planting improvements, i.e., landscaping and buffer screening, the plan may be received in lieu of additional landscaping requirements.
H. 
Trees. The planting of trees within the street right-of-way line shall not be permitted. The planting of any trees within the private property of each residential lot shall be at the discretion of the property owner or developer.
A. 
Where a subdivision is traversed by a watercourse, drainageway, channel or stream, a drainage easement may be required that conforms substantially with the water line of such watercourse, drainageway, channel or stream and of such width as will be adequate to preserve the unimpeded flow of natural drainage, or for the purpose of widening, deepening, relocating, improving or protecting such drainage facilities.
B. 
Where desirable or necessary, adequate easements or dedications for public service utilities shall be provided for sewer, water, electric power, gas lines, storm drainage and similar services; and no structure or obstruction of any kind shall be placed or allowed to be placed where it will interfere in any way with such easements.
C. 
Utility easements, where required, shall have a minimum width of 20 feet and be placed at the side or rear of lots whenever possible.
D. 
Aerial easements, if required, shall commence at a point 15 feet or more above ground.
The applicant may choose his street names subject to the review of the county, the Borough, the Post Office, and the Lawrence County Public Safety Department. No street, other than an extension, may be given a name identical or similar to another street in the local municipality or nearby areas.
A. 
All drainage facilities and plans shall comply with the Pennsylvania Storm Water Management Act[1] and such Borough regulations that may be applicable. (See § 221-22B.)
[1]
Editor's Note: See 32 P.S. § 680.1 et seq.
B. 
Lots shall be laid out and graded to provide positive drainage away from buildings. The Borough may require a grading and drainage plan for individual lots indicating a buildable area within each lot, complying with the setback requirements, for which positive drainage is assured.
C. 
No person, corporation or other entity shall block, impede the flow of, alter, construct any structure or deposit any material or thing, or commit any act which will affect normal or flood flow in any communal stream or watercourse without having obtained prior approval from the Borough or Department of Environmental Protection, whichever is applicable.
D. 
Where a subdivision or land development is traversed by a natural watercourse, there shall be provided a drainage easement or right-of-way conforming substantially with the line of such watercourse and of such width as will be adequate to preserve natural drainage. (See also § 221-35.)
E. 
The applicant or developer, and each person, corporation or other entity which makes any surface changes, shall be required to:
(1) 
Design all storm drainage facilities and plan to be in conformity with the Pennsylvania Storm Water Management Act.
(2) 
Collect on-site surface runoff and dispose of it to the point of discharge into the common natural watercourse of the drainage area.
(3) 
Design drainage facilities to handle runoff from upstream areas, assuming full development of those areas, based upon the Comprehensive Plan for the Borough.
(4) 
Design, construct and/or install such drainage structures and facilities as are necessary to prevent erosion damage to the subdivision or land development, adjacent property and downstream property. Such structures and facilities shall satisfactorily convey such surface waters to the nearest practical street, storm drain, detention pond or natural watercourse.
F. 
Storm sewers, culverts and related installations shall be provided to permit unimpeded flow of natural watercourses, to drain all low points along streets, and to intercept stormwater runoff along streets at intervals reasonably related to the extent and grade of the area drained.
G. 
Storm sewers, as required, shall be placed in front of the curb or curbline when located in a street right-of-way. When located in undedicated land, they shall be placed within an easement not less than 20 feet wide, as approved by the Borough Engineer, who may require additional width of easement as circumstances warrant.
H. 
Street drainage will not be permitted to cross intersections or the crown of the road.
(1) 
Maximum spacing of street inlets shall not exceed 600 feet.
(2) 
All street inlets shall be PennDOT Type C or M. Inlet tops shall be cast-in-place reinforced concrete or precast concrete.
(3) 
All culvert ends shall be provided with either reinforced concrete head walls or pipe end sections.
(4) 
Minimum pipe size shall be fifteen-inch diameter.
(5) 
When material for storm drain systems is not specified, PennDOT specifications will govern.
I. 
All springs and sump pump discharges shall be collected so as not to flow in the streets.
J. 
Stormwater roof drains shall not discharge water directly over a sidewalk.
K. 
Stabilized outlets shall be provided for footer drains, floor drains and downspouts.
L. 
The Soils Cover Complex Method (TR55) of the Soil Conservation Service of the U.S. Department of Agriculture shall be used as the primary means of estimating stormwater runoff.
M. 
Where the estimated runoff based upon the above method is doubtful, other recognized methods should be studied and compared.
N. 
The minimum design criteria shall be a ten-year storm. Higher frequency conditions shall be used in sensitive areas where an overflow would endanger public or private property.
O. 
Runoff calculations must include complete hydrologic and hydraulic design and analysis of all control facilities.
P. 
Control facilities.
(1) 
Permanent control measures/facilities shall be designed to assure that the maximum rate of stormwater runoff is not greater after development than prior to development for a ten-year storm frequency. More stringent criteria may be required in sensitive areas where stormwater problems presently exist.
(2) 
Control facilities shall be designed to meet, as a minimum, the design standards and specifications of the "Erosion and Sedimentation Control Handbook for Counties."
(a) 
Detention ponds may be waived by the Borough on the recommendation of the Borough Engineer at sites in close proximity to the major streams. This is to facilitate drainage prior to stream flooding.
(b) 
In areas underlain with limestone geology, ponds shall be limited to the detention (dry) type unless the developer can show a special need for a retention pond, in which case it shall have a lining. Detention ponds shall be prohibited in areas of known sinkholes unless the pond is lined. If a sinkhole develops in a pond or channel before acceptance by the local municipality, a lining shall be required.
(c) 
Any ponds with slopes steeper than three to one shall be fenced with a six-foot fence with a type subject to the approval of the local municipality.
(3) 
A maintenance program for control facilities must be included as part of the grading and drainage plan.
(a) 
Maintenance during development activities of a project shall be the responsibility of the contractor, developer and owner.
(b) 
Arrangement for maintenance of permanent control facilities after completion of development activities shall be made before approval of final plans is given by the Borough.
(4) 
In cases where permanent control facilities are owned by an entity, it shall be the responsibility of that entity to maintain control facilities (e.g., homeowners' association). In such cases a legally binding agreement between the owner and the Borough shall be made providing for maintenance of all permanent erosion control facilities, including the inspection by the Borough.