Class
|
Right-of-Way Width
(feet)
|
Pavement Width
(feet)
|
Sidewalks3
|
Curbs
|
Maximum Slope2, 4
(percent)
|
---|---|---|---|---|---|
1a
|
66
|
40
|
Yes
|
Yes
|
4%
|
1b
|
50
|
34
|
Yes
|
Yes
|
10%
|
2
|
50
|
30
|
Yes
|
Yes
|
10%
|
NOTES:
| |
---|---|
1
|
Pavement types as shown below.
|
2
|
Minimum slope shall be 0.5% for a distance not to exceed 250
feet.
|
3
|
Where the street frontage exceeds 175 feet, sidewalks may be
omitted at the discretion of the approving authority.
|
4
|
Maximum grades within intersections shall be 3.0%.
|
Class
|
Pavement Types
|
---|---|
Class 1a
|
2 inches bituminous concrete surface course, Mix I-5; on 6 inches
bituminous stabilized base course, Mix I-2; on 6 inches dense graded
aggregate
|
Class 1b
|
2 inches bituminous concrete surface course, Mix I-5; on 5 inches
bituminous stabilized base course, Mix I-2; on 6 inches dense graded
aggregate
|
Class 2
|
2 inches bituminous concrete surface course, Mix I-5; on 4 inches
bituminous stabilized base course, Mix I-2; on 6 inches dense graded
aggregate
|
Tack coat and prime coat shall be applied as directed by the
Town Engineer. Material specifications refer to NJDOT Standard Specifications
for Road and Bridge Construction, 1983.
|