Table 1. Pavement Widths
| |||||||
---|---|---|---|---|---|---|---|
Pavement Widths
| |||||||
Class
|
Guide ADT
|
Street Line
(feet)
|
Curbs
(feet)
|
No Curbs
(feet)
|
Sidewalk Required
|
Curb Required
|
Shoulder
(feet)
|
Arterial
|
8,000 +
|
—
|
—
|
—
|
—
|
—
|
—
|
Easton Road
|
—
|
120
|
—
|
—
|
Yes
|
Yes
|
No
|
All others
|
—
|
100
|
—
|
—
|
Yes
|
Yes
|
No
|
Collector
|
3,001 to 7,999
|
60
|
36
|
28
|
Yes
|
Yes
|
6
|
Primary
|
1,000 to 3,000
|
60
|
30
|
26
|
Yes
|
Yes
|
6
|
Secondary
|
500 to 999
|
50
|
30
|
24
|
Yes
|
Yes
|
6
|
Residential
|
0 to 499
|
50
|
30
|
24
|
Yes
|
Yes
|
6
|
Cul-de-sac
|
0 to 200
|
50
|
30
|
24
|
Yes
|
Yes
|
6
|
Marginal access
|
-
|
50
|
26
|
-
|
Yes
|
Yes
|
6
|
Alleys
|
0 to 200
|
20
|
—
|
—
|
—
|
—
|
—
|
Table 2. Minimum Street Construction Standards
| ||||
---|---|---|---|---|
Street Class
|
Prepared Subgrade
|
Subbase
(inches)
|
Base Course
|
Wearing Surface
|
Arterial
|
Yes
|
(Note 1)
|
(Note 1)
|
(Note 1)
|
Collector
|
Yes
|
—
|
6" 2A Material and 5" of Superpave 25 mm base course (0.3-.0
mESAL)
|
2" of 19 mm Superpave binder and 1.5" of Superpave 9.5 mm wearing
course (0.3-3.0 mESAL)
|
Primary
|
Yes
|
—
|
Same as above
|
Same as above
|
Secondary
|
Yes
|
—
|
6" 2A Material and 4.5" of Superpave 25 mm base course (0.0-0.3
mESAL)
|
1.5" 9.5 mm Superpave wearing course (0.0-0.3 mESAL)
|
Residential
|
Yes
|
—
|
Same as above
|
Same as above
|
Cul-de-sac
|
Yes
|
—
|
Same as above
|
Same as above
|
Marginal access
|
Yes
|
—
|
Same as above
|
Same as above
|
Alleys
|
Yes
|
—
|
Same as above
|
Same as above
|
Driveways and parking areas
|
Yes
|
—
|
(Note 3)
|
(Note 3)
|
Bituminous sidewalks
|
Yes
|
No
|
4 inches of 2A Material
|
2" 19 mm Superpave wearing course (Note 2)
|
NOTES:
| |
(1)
|
As required by the Pennsylvania Department of Transportation
|
(2)
|
Geotextile fabric shall be as required as determined by the
Township Engineer during construction.
|
(3)
|
Alternate construction specifications may be permitted within
parking stalls subject to Township Engineer approval.
|
Table 3. Parking Lot Dimensions
| ||||||
---|---|---|---|---|---|---|
Angle of Parking
|
Parking Stall
|
Driveway
| ||||
WidthA
(feet)
|
Depth to curb or wallD
(feet)
|
Width Parallel to AisleC
(feet)
|
Stall LengthB
(feet)
|
One-way
(feet)
|
Two-way
(feet)
| |
90°
|
9.5
|
18
|
9
|
18
|
n/a
|
24
|
60°
|
9.5
|
20
|
10.5
|
18
|
19
|
24
|
45°
|
9.5
|
19
|
12.5
|
18
|
19
|
24
|
30°
|
9.5
|
16
|
18
|
18
|
19
|
24
|
Parallel
|
10
|
n/a
|
n/a
|
22
|
19
|
24
|
Table 4. Trail and Path Minimum Width Requirements
| |
---|---|
Type of Trail or Path
|
Minimum Width
(feet)
|
Hiking or nature
|
4
|
Equestrian
|
8
|
Shared use/multi-use
|
10
|
Table 5. Maximum Pole Height
| |
---|---|
Maximum Pole Height
(feet)
| |
Residential uses
|
15
|
Nonresidential uses
| |
Commercial
|
30
|
Industrial
|
30
|
Institutional
|
30
|
Athletic fields
| |
Baseball, softball, football, soccer
|
80
|
Tennis, basketball
|
40
|
Other sports
|
40
|
Table 6. Building-Mounted Luminaires
| |
---|---|
Building-Mounted Luminaires (from property line)
|
Glare Rating
|
More than 2 mounting heights
|
G1
|
1 to 2 mounting heights
|
G0
|
Less than 1 and greater than 0.5 mounting height
|
G0
|
0.5 mounting height or less
|
G0
|
Other luminaire types
|
G1
|
Table 7. Peak Flow Rate Rational Formula
| |
---|---|
Peak Flow Rate Rational Formula
| |
Q = CIA
| |
Q =
|
Peak runoff rate, in cubic feet per second
|
C =
|
Runoff coefficient equal to the ratio of the peak runoff rate
to the average rate of rainfall over a time period equal to the time
of concentration
|
I =
|
Average rainfall intensity in inches per hour for a time equal
to the time of concentration
|
A =
|
Drainage area in acres
|
Table 8. Enclosed Parking Structure or Deck Dimensions
| |
---|---|
Angle of Parking Spaces
(degrees)
|
Minimum Aisle Width
(feet)
|
40 to 60
|
18
|
60 to 75
|
22
|
90
|
24*
|
*
|
May be reduced to 22 feet if the support columns for the deck
are arranged opposite each other.
|
Table 9. Tree Replacement Standards
| |
---|---|
Tree Size Removed
(inches)
|
Number of 2.5-inch Replacements Required
|
Less than 3
|
0
|
3 to 5
|
1
|
6 to 23
|
5
|
24 to 36
|
10
|
37 or greater
|
Inch for inch
|
Table 10. Landscape Equivalencies
| ||
---|---|---|
Landscape Equivalencies
| ||
Quantity
|
Size
|
Type
|
1
|
1.5 inches DBH
|
Shade tree
|
2
|
1.5 inches DBH
|
Ornamental trees
|
2
|
4 feet to 5 feet in height
|
Evergreen trees
|
5
|
18 inches in height
|
Shrub
|
Table 11. Native Species Requirements
| |
---|---|
Planting Requirement
|
Native Species Required (%)
|
Street trees
|
80
|
Buffer and perimeter areas
|
80
|
Off-street parking
|
80
|
Drainage area and detention/retention basin
|
100
|
Site element screening
|
50
|
Individual lot landscaping
|
80
|
Revegetation of riparian areas
|
100
|
Replacement trees
|
100
|
Figure 10 provides an example of how to calculate the connectivity
index. In the typical suburban street layout diagram, there are nine
links and eight nodes (circles), therefore, the connectivity index
is 1.125 (9/8 = 1.125). In the village residential street layout,
there are 21 links and 13 nodes; therefore, the connectivity index
is 1.615. Cul-du-sacs count as intersections. Stub streets that dead-end
at the property line for connection by other developers on the adjacent
parcels later do not count as intersections. This discourages the
use of cul-de-sacs at property lines and encourages developers to
incorporate stub streets into the design of the subdivision.
|