Plant Type
|
Number of Plant
(per 1,000 linear feet)
| |
---|---|---|
Shade trees
|
80
| |
Evergreen trees
|
40
| |
Ornamental trees
|
10
| |
Shrubs
|
50
|
Plant Type
|
Size
| |
---|---|---|
Shade trees
|
2 inches caliper
| |
Ornamental trees
|
8 feet high
| |
Evergreen trees
|
6 feet high
| |
Evergreen and deciduous shrubs
|
2.5 to 3 feet high
|
Plant Type
|
Number of Plants
(per 1,000 linear feet)
| |
---|---|---|
Shade trees
|
80
| |
Evergreen trees
|
40
| |
Ornamental trees
|
10
| |
Shrubs
|
50
|
{1}
|
Prostrate (spreading): at least 12 inches and up to 15 inches
in spread.
| |
{2}
|
Small (mature size under three feet in height): at least 12
inches and up to 15 inches in height.
| |
{3}
|
Large (mature size three feet or greater in height): at least
24 inches and up to 30 inches in height.
|
{1}
|
The plantings to be utilized.
| |
{2}
|
The size of the plants (minimum size shall be specified).
| |
{3}
|
Distance between plants.
| |
{4}
|
Proposed elevation of plants.
|
{1}
|
The buffer fence, when required, shall be a four- to six-foot-high
fence, installed on the property of the development. The fence shall
be installed by the applicant and/or developer. The Planning Board
shall determine the type of fence after considering the recommendations
of its professionals and comments of the owners of adjacent property.
| |
{2}
|
The Planning Board may grant exceptions to this requirement
as may be reasonable and within the general purpose and intent of
the provisions of this subsection if literal enforcement of the requirement
is impractical.
|
{1}
|
Clay, clay loam, and high organic soil: 135;
| |
{2}
|
Sandy loam, loam, silt loam: 90;
| |
{3}
|
Loamy sand, sand: 45; or
| |
{4}
|
Other amounts as determined by soil testing.
|
Recommended Seed Mix (at 100 pounds per acre)
| ||
---|---|---|
Type of Seed Mix
|
Percentage
| |
Hard fescue
|
55%
| |
Chewings fescue
|
15%
| |
Creeping fescue
|
15%
| |
Oats
|
10%
| |
Alsike clover
|
5%
|
Table 4.1 Bufferyard Design
| ||
---|---|---|
Minimum Width Of Bufferyard
(in feet)
|
Landscaping Required per 35 Linear Feet of Property Line
or Right-of-Way
| |
10
|
1 shade tree and 4 large shrubs
| |
20
|
1 shade tree and 6 large shrubs
| |
30
|
1 shade tree, 1 evergreen tree and 10 large shrubs
| |
40
|
1 shade tree, 2 evergreen trees and 10 large shrubs
|
Figure 4-1. Parking Lot Landscaped Strip, Option 1
|
---|
Provide a minimum ten-foot-wide strip between a right-of-way
and the parking lot, planted with a minimum of one shade tree and
10 medium shrubs for every 35 linear feet of street frontage, excluding
driveway openings.
|
Figure 4-2. Parking Lot Landscaped Strip, Option 2
|
---|
Provide a berm at least 2.5 feet higher than the finished elevation
of the parking lot. The berm shall have a minimum side slope of 2:1
and a minimum crown width of two feet. Live vegetation must cover
the berm with a minimum of one shade tree and five medium shrubs for
every 35 linear feet of street frontage, excluding driveway openings.
|
Figure 4-3. Parking Lot Landscaped Strip, Option 3
|
---|
Provide a six-foot landscaped strip with a minimum three-foot
grade drop from the right-of-way to the parking lot. A minimum of
one shade tree and five medium shrubs are required for every 35 linear
feet of street frontage, excluding driveway openings.
|
Figure 4-4. Parking Lot Landscaped Strip, Option 4
|
---|
Provide a three-foot-high opaque fence or wall constructed of
materials compatible with the principal building and a four-foot-wide
landscaped strip planted with vegetative ground cover (low-growing,
dense vegetation), and a minimum of one shade tree for every 35 linear
feet of street, excluding driveway openings.
|
Figure 4-8. Commercial and Industrial Landscaped Strip, Option
1
|
---|
Provide a minimum ten-foot-wide strip between the right-of-way
and the building, planted with a minimum of one shade tree and 10
medium shrubs for every 35 linear feet of street frontage, excluding
driveway openings.
|
Figure 4-9. Commercial and Industrial Landscaped Strip, Option
2.
|
---|
Provide a landscape strip a minimum of 10 feet wide and maximum
of 20 feet wide and an average width of 15 feet adjacent to the public
right-of-way, planted with a minimum of one shade tree and five medium
shrubs for every 35 linear feet of street frontage, excluding driveway
openings.
|
Table 4.2 On-Site Residential Planting Requirements
| ||||
---|---|---|---|---|
Residential Type
|
Minimum Number of Shade Trees
|
Number of Ornamental or Evergreen Trees
|
Notes
| |
Single-family or two-family development
|
One per dwelling unit
|
One per dwelling unit
|
Shade tree shall be located in the front yard
| |
Multifamily dwelling developments
|
One per 1,200 square feet or fraction thereof of the building
footprint
|
See Subsection A(4) for explanation of green area and permissible plant substitutions
|
Class
|
Cement
|
Sand
|
Coarse Aggregate
|
Void Contract
| |
---|---|---|---|---|---|
A
|
1
|
1.50
|
3.0
|
1.35
| |
B
|
1
|
1.75
|
3.5
|
1.55
| |
C
|
1
|
2.00
|
4.0
|
1.80
| |
D
|
1
|
2.25
|
4.5
|
2.00
|
Length of Site Frontage
(feet)
|
Number of Driveways
| |
---|---|---|
100 or less
|
1
| |
101 to 800
|
2
| |
Over 800
|
To be determined by the Planning Board upon receipt of advice
of the Township Engineer
|
NOTE: This subsection shall not supersede or in any way modify § 405-62A(1)(c) herein.
|
Allowable Speed on Road
(mph)
|
Required Sight Distance
(feet)
| |
---|---|---|
25
|
150
| |
30
|
200
| |
35
|
250
| |
40
|
300
| |
45
|
350
| |
50
|
400
|
Type of Development
|
One-Way Curbline Opening
(feet)
|
Operation Driveway Width
(feet)
|
Two-Way Curbline Opening
(feet)
|
Operation Driveway Width
(feet)
| |
---|---|---|---|---|---|
5- to 10-family residence
|
12 to 15
|
10 to 13
|
12 to 30
|
10 to 26
| |
10-family or over
|
12 to 30
|
10 to 26
|
24 to 36
|
20 to 30
| |
Commercial and industrial
|
24 to 50
|
24 to 34
|
24 to 50
|
24 to 56
| |
Service station
|
15 to 36
|
12 to 34
|
24 to 36
|
20 to 34
|
Octave Band Center Frequency
(Hz)
|
Octave Band Sound-Pressure Level
(dB)
| |
---|---|---|
31.5
|
96
| |
63
|
82
| |
125
|
74
| |
250
|
67
| |
500
|
63
| |
1,000
|
60
| |
2,000
|
57
| |
4,000
|
55
| |
8,000
|
53
|
Octave Band Center Frequency
(Hz)
|
Octave Band Sound-Pressure Level
(dB)
| |
---|---|---|
31.5
|
86
| |
63
|
71
| |
125
|
61
| |
250
|
53
| |
500
|
48
| |
1,000
|
45
| |
2,000
|
42
| |
4,000
|
40
| |
8,000
|
38
|
Octave Band Center Frequency
(Hz)
|
Octave Band Sound-Pressure Level
(dB)
| |
---|---|---|
31.5
|
96
| |
63
|
82
| |
125
|
74
| |
250
|
67
| |
500
|
63
| |
1,000
|
60
| |
2,000
|
57
| |
4,000
|
55
| |
8,000
|
53
|
Angle of Parking
(degrees)
|
Minimum Aisle Width
(feet)
| |
---|---|---|
Parallel
|
12
| |
30
|
12
| |
45
|
14
| |
60
|
18
| |
90
|
24
|
Type of Street
|
Minimum Right-of-Way Width
(feet)
| ||
---|---|---|---|
Local roadways
|
50
| ||
Local collector roadways
|
60
| ||
County road system
|
66
| ||
Arterial roadways:
| |||
State highway system
|
80
| ||
County road system
|
66
|
Total Width*
| |||||
---|---|---|---|---|---|
Classification
|
Lane Width
(feet)
|
Minimum Number of Travel Lanes
|
Shoulder Width
(feet)
|
Curbed
(feet)
|
Uncurbed
(feet)
|
Arterial
|
12
|
2
|
12
|
50
|
48
|
Collector
|
12
|
2
|
8
|
44
|
40
|
*
|
NOTE: Add 12 feet of paving for each additional travel
lane. If curbs are required, add two feet of width to the right lane
for a gutter area.
|
Q = AIR
|
Where
| |||||
Q
|
=
|
Volume of runoff in cubic feet per second.
| |||
A
|
=
|
The contributory drainage area, in acres, both within and outside
the boundary of the development.
| |||
I
|
=
|
Coefficient of runoff applicable to the drainage area. It shall
consider the soil character, slope of the area and degree of ultimate
development as determined by current zoning. In general, the values
of the runoff coefficient will fall within the following range:
| |||
Classification
|
Coefficient
| ||||
Parklands, golf courses, etc.
|
0.15 to 0.30
| ||||
Densities below 2 dwelling units per acre
|
0.30 to 0.50
| ||||
Densities of 2 dwelling units per acre and above
|
0.50 to 0.70
| ||||
Commercial and industrial
|
0.70 to 0.90
| ||||
NOTE: For composite areas of various classifications, the coefficient
for the predominate area shall be used for all calculations.
| |||||
R
|
=
|
Rainfall intensity. A minimum intensity of 2.75 shall be used.
|
Where
| ||||
---|---|---|---|---|
R
|
=
|
Hydraulic radius of conduit, or area of a stream divided by
wetter perimeter.
| ||
S
|
=
|
Slope of hydraulic grade line or, for open channels or ditches,
the slope of the water surface.
| ||
n
|
=
|
The coefficient of friction. Acceptable values of "n" are 0.015
for circular cross section, nonporous concrete pipe; 0.015 for pipes
18 inches or smaller in diameter and concrete-lined ditches; 0.025
for clear unlined ditches; or 103 to 0.15 for fair to poor natural
streams and watercourses. Other cross sections of pipe materials shall
have commensurate friction factors as may be approved by the Township
Engineer.
|
Material
|
Velocity
(feet per second)
| |
---|---|---|
Fine sand to loam
|
2.5 to 3.5
| |
Clay to hardpan
|
3.75 to 6.0
| |
Concrete lined
|
15
| |
Pipe
|
See Note
|
NOTE: Minimum design velocity at flowing full condition shall
be three feet per second. Pipes shall be considered flowing full at
maximum capacity.
|