Table 2
Minimum Aisle Width
| ||
---|---|---|
Parking Angle
|
Minimum Aisle Width
(feet)
| |
0º (parallel parking)
|
12
| |
30º
|
12
| |
45º
|
13
| |
60º
|
18
| |
90º (perpendicular)
|
24
|
Table 3
Minimum Sight Distance
From a Driveway and Adjoining Street
| ||
---|---|---|
Allowable Maximum
Speed on Roadway
(miles/hour)
|
Minimum Sight
Distance
(feet)
| |
25
|
175
| |
30
|
250
| |
35
|
325
| |
40
|
400
| |
45
|
450
| |
50 or more
|
500
|
Table 4
Driveway Widths, Depressed Curbs
and Curb Return Radius Standards
| |||||||
---|---|---|---|---|---|---|---|
One-Way
Operation
Driveway
Width
(feet)
|
Depressed
Curb
(feet)
|
Curb
Return
Radius
(feet)
|
Two-Way
Operation
Driveway
Width
(feet)
|
Depressed
Curb
(feet)
|
Curb
Return
Radius
(feet)
| ||
Five- to
ten-family
residence
|
12 to 15
|
32 to 35
|
20 min.
30 max.
|
22 to 26
|
40 to 50
|
20 min.
30 max.
| |
Over 10-
family
residence
|
15 to 16
|
35 to 38
|
30 min.
30 max.
|
24 to 30
|
46 to 52
|
25 min.
35 max.
| |
Commercial
and indus-
trial
|
15 to 30
|
35 to 50
|
35 min.
45 max.
|
30 to 50
|
50 to 70
|
35 min.
45 max.
| |
Service
stations
|
20 to 30
|
35 to 50
|
20 min.
35 max.
|
40 to 50
|
50 to 60
|
20 min.
35 max.
| |
NOTE: Driveways connecting to a public
or private street at an angle shall have the same widths as shown
in Table 4. The width of depressed curb and the radius of curb returns
shall provide for the sharpest turning radii of vehicles using the
driveway, keeping said vehicles within their prescribed lanes.
|
Table 5
Off-Street Loading Requirements
Borough of Fort Lee, New Jersey
| |||
---|---|---|---|
Land Use2
|
At Which First
Berth is Required
Floor Area
(square feet)
|
At Which Second
Berth is Required1
Floor Area
(square feet)
| |
Industrial:
| |||
Manufacturing
|
5,000
|
40,000
| |
Laboratory, research
|
5,000
|
40,000
| |
Commercial:
| |||
Wholesale
|
5,000
|
40,000
| |
Retail
|
5,000
|
20,000
| |
Service establishments
|
5,000
|
40,000
| |
Commercial recreation
|
5,000
|
100,000
| |
Restaurants
[Amended 9-28-2000 by Ord. No. 2000-35] |
5,000
|
25,000
| |
Office building
|
5,000
|
100,000
| |
Hotel
|
10,000
|
100,000
| |
Residential:
| |||
Apartment building
|
20,000
|
100, 000
| |
Institutional, public schools
|
10,000
|
100,000
| |
Hospitals, nursing homes
|
10,000
|
100,000
| |
Terminals
|
5,000
|
40,000
| |
Auditoriums
|
10,000
|
100,000
| |
Arenas
|
10,000
|
100,000
| |
Funeral homes
|
10,000
|
100,000
| |
NOTES:
1 One additional
berth shall be required for each additional amount of square feet
as indicated as required between the need for one- and two-berth intervals.
2 In the case of
a multiple-use building, the amount of off-street loading required
shall be equal to the sum of the parts unless the same can be demonstrated
to be in excess as shall be subject to determination by the Planning
Board.
|