Land or Building Use
|
Minimum Standards
(number of spaces)
| |
---|---|---|
Assembly hall, auditorium, stadium, theater,
church or other similar place or other similar place of public assemblage
|
1 for each 3 fixed seats or, where capacity
cannot be determined by the number of fixed seats, 1 for each 40 square
feet of floor area available for patron use
| |
Assembly and finishing operations
|
1 for each 800 square feet of gross floor area
| |
Automobile and gasoline service station
|
3 per service bay, grease rack or similar unit
of service capability, plus 1 for each 2 employees during the period
of greatest employment, provided that the total number of spaces shall
be not less than 6 but no greater than 12 spaces
| |
Bowling alleys
|
8 for each alley, plus 1 for each employee
| |
Dwelling:
| ||
Detached single-family unit and two-family residences
|
2 per unit
| |
All other dwelling units, except units designed
for the elderly
|
1.8 for 1-bedroom
2.0 for 2-bedroom
2.1 for 3-bedroom
| |
Units designed and intended for the elderly
|
0.5 for each dwelling unit except where it can
be demonstrated that public or private transit will be available,
in which case these requirements may be reduced accordingly
| |
Financial institutions
|
1 for each 150 square feet of building floor
area
| |
Funeral homes and mortuaries
|
1 for each car used in connection with the business,
plus 1 for each 50 square feet of floor area of assembly room
| |
Hotel
|
1.2 per guest room plus additional spaces required
for other uses such as restaurants and meeting rooms
| |
Industrial
|
1 per 800 square feet of gross floor area
| |
Library
|
1 per 300 square feet of gross floor area
| |
Manufacturing
|
1 per 800 square feet of gross floor area
| |
Motel
|
1 for each suite, plus 1 for each employee on
major shift
| |
Medical or dental clinic
|
1 for each 200 square feet of building floor
area
| |
Offices, business and professional, other than
medical
|
1 for each 250 square feet of building floor
area
| |
Personal service business
|
1 for each 150 square feet of building floor
area
| |
Private kindergarten, child nursery or institutional
home
|
1 for each 600 square feet of building floor
area
| |
Research
|
1 per 300 square feet of gross floor area
| |
Restaurant
|
The greater of 1 for each 4 seats or 1 for each
40 square feet of floor area devoted to patron drinking and dining
use, plus 1 for each 2 persons employed on the premises at one time
| |
Recreation centers, clubs and service organizations
|
1 for each 500 square feet of gross floor area,
plus 1 for each 2 full-time employees
| |
Retail business
|
1 for each 200 square feet of building floor
area
| |
Schools:
| ||
Elementary
|
2 per classroom, but not less than 1 per each
teacher and each staff person
| |
Intermediate
|
1.5 per classroom, but not less than 1 per each
teacher and each staff person
| |
Secondary
|
2.5 per classroom, but not less than 1 per each
teacher and each staff person
| |
Self-service laundry
|
1 for each 200 square feet of building floor
area
| |
Shopping centers
|
1 for each 100 square feet of floor area
| |
Swimming clubs
|
1 for each 2 full-time employees, plus 1 for
every 3 separate memberships
| |
Wholesale storage and warehouse
|
1 per 5,000 square feet of gross floor area
| |
Mixed uses
|
If 2 or more uses are conducted on 1 lot, the
minimum required number of parking spaces shall be the aggregate of
the required minimum number of parking spaces for each use, computed
separately
| |
Uses not specified
|
As determined by the Board on the basis of the
number of persons to be employed or reside in or visit said building
and the anticipated use by residents, visitors, or patrons of transportation
modes other than private automobiles
|
Aisle Width
| ||||
---|---|---|---|---|
Space
(angle)
|
Minimum
Space Width
(feet)
|
Minimum
Space Depth
(feet)
|
One-Way
(feet)
|
Two-Way
(feet)
|
90°
|
9
|
18*
|
24
|
24
|
60°
|
9
|
18 1/2
|
18
|
25
|
45°
|
9
|
18 1/2
|
13
|
25
|
30°
|
9
|
18 1/2
|
13
|
25
|
Parallel to aisle
|
9
|
18 1/2
|
12
|
25
|
* Note: Plus a minimum two-foot overhang.
|
Permitted Road Speed
(mph)
|
Required Sight Distance
(feet)
|
---|---|
25
|
150
|
30
|
200
|
35
|
250
|
40
|
300
|
45
|
350
|
50
|
450
|
55
|
500
|
One-Way Operation
|
Two-Way Operation
| |||
---|---|---|---|---|
Curbline
Opening
(feet)
|
Driveway
Width
(feet)
|
Curbline
Opening
(feet)
|
Driveway
Width
(feet)
| |
Less than 10-family structures
|
12-15
|
10-13
|
12-30
|
10-26
|
10 families or over
|
12-30
|
10-26
|
24-36
|
20-30
|
Commercial and industrial
|
18-36
|
18-34
|
24-50
|
24-46
|
Service stations
|
15-36
|
12-34
|
24-36
|
20-34
|
Street Right-of-Way Requirements
| ||||||||
---|---|---|---|---|---|---|---|---|
Parking
| ||||||||
Type of Street
|
Minimum Right-of-Way
(feet)
|
Minimum Cartway
(feet)
|
Number of Lanes
|
Traveled Way
(feet)
|
(# Sides)
|
(Total Feet)
|
Sidewalk
|
Shoulder
|
Minor arterials
|
80
|
36
|
2
|
24
|
0
|
0
|
2 sides
|
6 feet of stabilized earth, with curb
|
Collectors
|
60
|
34
|
—
|
20
|
2
|
16
|
2 sides
|
6-inch curb
|
Local streets (loop roads)
|
50
|
30
|
—
|
14
|
2
|
16
|
4 feet two sides
|
6-inch curb
|
Culs-de-sac
|
40
|
26
|
—
|
20
|
1
|
8
|
1 side
|
6-inch curb
|
Street Grade and Intersection Design Criteria
Street Hierarchy
| |||||
---|---|---|---|---|---|
Intersection Standard
|
Special Purpose Street: Alley
|
Special Purpose Street: Cul-de-sac
|
Rural, Residential Access, and Neighbor-
hood
|
Minor Collector
|
Major Collector
|
Minimum grade
|
0.5%
|
0.5%
|
0.5%
|
0.5%
|
0.5%
|
Maximum grade
|
15%
|
12%
|
12%
|
10%
|
8%
|
Maximum grade within 50 feet of intersection
|
5%
|
5%
|
5%
|
5%
|
5%
|
Minimum center-line radius
|
100 feet
|
100 feet
|
100 feet
|
150 feet
|
300 feet
|
Minimum tangent length between reverse curves
|
0 feet
|
50 feet
|
50 feet
|
100 feet
|
150 feet
|
Curb radii
|
20 feet
|
25 feet
|
25 feet
|
30 feet
|
35 feet
|
NOTE:
|
*As measured from the nearest right-of-way level.
|
Figure 6
PAVEMENT SECTIONS FOR LOCAL STREETS
(Residential Access, Neighborhood, Rural
or Parking Loop)
|
Source:
|
New Jersey Society of Municipal Engineers, Asphalt
Handbook for County and Municipal Engineers (Edison, NJ NJSME, 1991).
|
NOTES:
| ||
---|---|---|
1.
|
The granular base shall be dense graded aggregate
conforming to Subsection 901.08 or soil aggregate designated I-5 conforming
to Subsection 901.09 and shown in Table 901-2 of the NJ Department
of Transportation standard Specifications for Road and Bridge Construction
(1989).
| |
2.
|
All subgrades shall be considered "poor" unless
the applicant proves otherwise through CBR testing or field evaluation
of soil classification. Test results shall be reviewed by the Municipal
Engineer.
| |
3.
|
Subgrade compaction shall be approved by the
Municipal Engineer.
|
Source:
|
New Jersey Society of Municipal Engineers, Asphalt
Handbook for County and Municipal Engineers (Edison, NJ NJSME, 1991).
|
NOTES:
| |
---|---|
1.
|
The granular base shall be dense graded aggregate
conforming to Subsection 901.08 or soil aggregate designated I-5 conforming
to Subsection 901.09 and shown in Table 901-2 of the NJ Department
of Transportation standard Specification for Road and Bridge Construction
(1989).
|
2.
|
All subgrades shall be considered "poor" unless
the applicant proves otherwise through CBR testing or field evaluation
of soil classification. Test results shall be reviewed by the Municipal
Engineer.
|
3.
|
Subgrade compaction shall be approved by the
Municipal Engineer.
|
SUBGRADE CATEGORIES
| ||
---|---|---|
Based on Strength Test
| ||
Subgrade Category
|
California Bearing
Ratio (CBR)
|
Resilient Modules
Mr Value
|
Good to excellent
|
10
|
Above 15,000
|
Medium
|
+5 to 9
|
7,500 to 13,500
|
Poor
|
2 to 4
|
3,000 to 6,000
|
Sources:
|
Per the Rutgers Model Subdivision and Site Plan
Ordinance by David Listokin and Carole W. Baker, January 1987 - Original
strength test and soil classification information derived from the
Asphalt Institute, "Thickness Design — Full Depth Asphalt Pavement
Structures for Highways and Streets", MS-1, 8th Edition, August 1970
in Robert F. Baker et al. (editor), Handbook of Highway Engineering.
Inclusion of SW, SP, SC soil classifications based on information
from the Portland Cement Association's Thickness Design for Concrete
Highway and Street Pavements.
|
Revised CBR strength test and Mr value information
are from the Asphalt Handbook for County and Municipal Engineers,
November 1991 (Second Edition), published by the New Jersey Society
of Municipal Engineers.
|
SUBGRADE CATEGORIES
| |||
---|---|---|---|
Based on Soil Classification
| |||
Subgrade
Category
|
Material
|
Unified
System*
|
AASHTO
System*
|
Good to excellent
|
Gravels and sands
|
GW, GP, GM, GC, SW, SP, SM, SC
|
A-1, A-2-4, A-2-5, A-2-6, A-2-7, A-3
|
Good or Poor
|
Silts and clays
|
ML, CL, OL, MH, CH, OH
|
A-4, A-5, A-6, A-7-5, A-7-6
|
NOTES:
| |
---|---|
*
|
Refers to categories of soil types and properties.
|
Sources:
|
Per the Rutgers Model Subdivision and Site Plan
Ordinance by David Listokin and Carole W. Baker, January 1987 —
Original strength test and soil classification information derived
from the Asphalt Institute, "Thickness Design — Full Depth Asphalt
Pavement Structures for Highways and Streets", MS-1, 8th Edition,
August 1970 in Robert F. Baker et al. (editor), Handbook of Highway
Engineering. Inclusion of SW, SP, SC soil classifications based on
information from the Portland Cement Association's Thickness Design
for Concrete Highway and Street Pavements.
|
Revised CBR strength test and Mr value information
are from the Asphalt Handbook for County and Municipal Engineers,
November 1991 (Second Edition), published by the New Jersey Society
of Municipal Engineers.
|
Nuisance Characteristic
|
Location of Test
| |
---|---|---|
Smoke
|
Vent or smokestack
| |
Solid particles or fly ash
|
Vent or smokestack
| |
Odors
|
Property line
| |
Liquid waste
|
Property line
| |
Solid waste
|
Property line
| |
Radiation
|
Vent or smokestack
| |
Noise
|
Setback line
| |
Vibration
|
Building wall
| |
Glare
|
Property line
| |
Temporary change:
| ||
Gas
|
Vent or smokestack
| |
Liquid or solid
|
Property line
|
DEGREE OF OPENNESS
| ||
---|---|---|
Solid
(50% or more solid)
|
Semi-Open
(25% up to 50%)
|
Open
(Up to 25%)
|
Solid picket
|
One by two wood screen
|
Split rail
|
Board
|
Contemporary picket
|
Contemporary rail
|
Board and batten
|
Cinder or concrete block laid on side
|
Wire mesh
|
Louver panel
|
Rail and wire mesh
| |
Staggered board
| ||
Panel
| ||
One-by-four wood screen
| ||
Brick
|
NOTE:
|
"Openness" is defined as the total area of solid
elements divided by the total area of fence. Translucent, transparent
or clear plastic or similar materials shall be considered as solid
elements.
|