Provision shall be made for open space, suitably located and
adapted for parks, playground and recreational areas, wherever and
to the extent deemed desirable by council.
| |
Areas provided or reserved for such community facilities should
be adequate to provide for building sites, landscaping and off-street
parking as appropriate to the use proposed. Council reserves the right
to accept or refuse offers of dedication for public uses.
| |
Developers, are requested to give careful consideration, to
the desirability of providing adequate rights-of-way and paving on
existing streets, and reserving areas and easements for facilities
normally required in residential sections, including churches, libraries,
schools and other public buildings, parks, playgrounds, and playfields;
shopping and local business centers; rights-of-way and easements for
storm and sanitary sewer facilities in those areas that cannot be
immediately joined to the existing storm and sanitary sewer systems
of the Township.
|
Type of Street
|
Right-of-Way Width
(In Feet)
|
Paving Width
(In Feet)
|
Curbing
|
Sidewalks
| |
---|---|---|---|---|---|
Arterial
|
*
|
*
|
Yes
|
Yes
| |
Collector
|
60
|
36
|
Yes
|
Yes
| |
Residential
|
50
|
30
|
Yes
|
Yes
| |
Cul-De-Sac
|
50
|
30
|
Yes
|
Yes
| |
* As recommended by the Pennsylvania Department of Transportation
or the Montgomery County Roads and Bridges Department, whichever is
applicable.
|
Where the subdivision fronts on an existing street, the existing
paved portion shall be extended to the required curb line. Construction
of any such widening shall be as directed by the Township Engineer.
|
Type of Street
|
Minimum Radius of Arc at Intersection of Pavement Edge
or Curb Line
(In Feet)*
|
Minimum Radius of Arc at Intersection of Right-of-way
Line
(In Feet)*
| |
---|---|---|---|
Arterial
|
40
|
20
| |
Collector
|
30
|
20
| |
Residential
|
25
|
15
| |
Cul-De-Sac
|
25
|
15
| |
* In special circumstances the Township Engineer shall have
the power to require larger radii, subject to the right of appeal
of that determination to council.
|
Land Use
|
Minimum *Paving Width
(Ft.)
|
Minimum Radius at Curb
(Ft.)
|
Maximum Grade Percent
|
Maximum Change of Grade per Ten Feet
| |
---|---|---|---|---|---|
Single-Family
| |||||
Residential
|
10
|
5
|
10
|
10%
| |
Multifamily
|
18 (one way)
|
15
|
8
|
10%
| |
Residential
|
24 (one way)
|
15
|
8
|
10%
| |
Commercial
|
18 (one way)
|
15
|
5
|
7%
| |
and Industrial
|
24 (two way)
|
15
|
5
|
7%
| |
* Curb depression shall be five (5) feet wider than the width
of the driveway.
|
There shall be no physical lane separation. Lanes shall be separated
by paint on the pavement.
|
Parking Stall
|
Aisle Width
| ||||
---|---|---|---|---|---|
Angle of Parking
|
Depth
|
Width
|
One-Way
|
Two-Way
| |
90 Degrees
|
18 ft.
|
9 ft.
|
*
|
26 ft.
| |
60 Degrees
|
21 ft.
|
9 ft.
|
18 ft.
|
20 ft.
| |
45 Degrees
|
19 ft.
|
9 ft.
|
15 ft.
|
18 ft.
| |
30 Degrees
|
19 ft.
|
9 ft.
|
12 ft.
|
18 ft.
| |
Parallel
|
22 ft.
|
8 ft.
|
12 ft.
|
18 ft.
| |
* Not Permitted
|
Sidewalks shall be constructed of concrete to a width as indicated
for the various classifications of the street.
| |
Concrete used in sidewalk work shall be four thousand (4,000)
P.S.I. air-entrained at twenty-eight (28) days with certification
of the mix furnished to the Township engineer. Concrete shall be placed
in forms that are straight and securely braced. Care shall be taken
to control the water content to prevent separation of the aggregates.
The concrete shall have a broom finish and the edges shall be finished
with an approved edging tool.
| |
All concrete sidewalks shall be constructed on a four-inch crushed
stone or gravel base to insure proper drainage. The concrete shall
be placed so that there is a separate joint every five (5) feet and
shall be so constructed so that the five-foot sections are completely
separated from adjacent sections. One-half-inch premolded expansion
joints shall be placed every twenty (20) feet and between all points
where the concrete sidewalk abuts a concrete curb.
| |
All concrete sidewalks shall have a minimum thickness of four
(4) inches, except under driveways, where they shall have a minimum
thickness of six (6) inches. The concrete apron in the driveway area
shall be reinforced with wire six (6) inches by six (6) inches, Number
9 wire (minimum). Two (2) layers of this wire shall be utilized, with
a minimum of two-inch spacing between layers. The wire shall be installed
so that it is not closer than one-half (1/2) inch from the top or
bottom surfaces of the driveway.
| |
Should field conditions warrant, foundation underdrain shall
be placed in the stone base and outlet at the nearest drainage structure.
|
All concrete used in the construction of improvements shall
be certified to develop a compressive stress of at least four thousand
(4,000) P.S.I. at twenty-eight (28) days with certification of the
mix furnished to the township engineer.
| |
Concrete shall be placed in forms that are straight and securely
braced. Care shall be taken to control the water content to prevent
separation of the aggregates. All concrete shall be thoroughly tamped
into the forms. After the concrete has set sufficiently, the form
shall be removed and the exposed surface shall be rubbed to provide
an even finish. All edges shall be finished with an approved edging
tool.
| |
To provide for driveways, depressions in the curbing may be
constructed and finished during the time of pouring. Depressions should
be rolled one and one-half (1 1/2) feet on either side of the
driveway and an exposed one and one-half (1 1/2) inch face of
curb shall exist between top of curb and the gutter line.
|
Through Lots. Double frontage lots generally will not be permitted
except where reversed frontage is desired away from a major thoroughfare
to a street of lesser traffic volume.
|
The township engineer may require an underground system to accommodate
a 100-year flood and a secondary surface system to accommodate larger,
less frequent floods. Drainage plans shall be consistent with local
and regional drainage plans. The facilities shall be designed to prevent
the discharge of excess runoff onto adjacent properties.
|
In addition, the Federal Insurance Administrator and Pennsylvania
Department of Community Affairs, Bureau of Community Planning, shall
be notified by the township prior to any alteration or relocation
of any watercourse.
|
Construction and installation operations shall also be subject
to inspection by Township officials during the progress of the work
and the subdivider, developer, or builder shall pay for all inspections.
|
Guarantee. All plant material shall be guaranteed by the developer
for one (1) year from the date of final approval of the landscape
installation by Township engineer and until satisfactory inspection
between May 15 and November 15. Any plant material that is twenty-five
(25) percent or greater dead shall be considered dead. A tree shall
be considered dead when the main leader has died or twenty-five (25)
percent of the crown is dead. Any dead plant material shall be replaced
and installed according to approved planting practices.
|
1—3 trees to be planted: one (1) species.
| |
4—12 trees to be planted: two (2) species.
| |
13—20 trees to be planted: three (3) species.
| |
21—40 trees to be planted: four (4) species.
| |
41 trees and over to be planted: six (6) species.
| |
The same scale shall be applied to shrub plantings.
|
Appendix "A" — Calculations for removal and replacement
of existing trees.
| |
Appendix "B" — Preservation of existing trees.
| |
Appendix "C" — Acceptable plant list.
| |
Table 1 — Softening buffer minimum planting requirements
and applicable zoning districts.
| |
Table 2 — Screen buffer minimum planting requirements,
buffer sizes, types and applicable zoning districts.
|