Type
|
Minor
Residential
|
Residential
Subcollector
|
Primary
Collector
(County
Roads)
|
---|---|---|---|
Right-of-way (row) width (feet)
|
60
|
70
|
80*
|
Paving widths, 2-way (feet)
|
28
|
36
|
40*
|
Curb radii at intersection (feet)
|
25
|
30
|
35
|
Tangents between reverse curves (minimum)
(feet)
|
100
|
200
|
300
|
Horizontal center-line radius (feet)1
|
150
|
500
|
1,000
|
Maximum center-line grades
|
12%
|
10%
|
8%
|
Minimum center-line grades
|
1/2%
|
1/2%
|
1/2%
|
Maximum grades at intersection, 5%
for distance from center-line intersection (feet)
|
100
|
150
|
300
|
Turnaround at end of cul-de-sac without
center island
| |||
Radius of right-of-way (feet)
|
55 to 65
| ||
Radius of pavement
(feet)
|
40 to 50
| ||
Turnaround at end of cul-de-sac with
center island
| |||
Radius of right-of-way (feet)
|
70
| ||
Radius of pavement
(feet)
|
55
| ||
Maximum radius of
center island (feet)
|
27
| ||
Curb face required (inches)
|
6
|
6
|
8
|
Pavement crown (inches)
|
6
|
8
|
8
|
Sidewalks
| |||
Width (feet)
|
4
|
4
|
4
|
Setback (from front
curb face) (feet)
|
6 1/2
|
6 1/2
|
6 1/2
|
NOTES:
| |||
* As designed or indicated on the Master
Plan or mandated by the Ocean County Engineer, Township Planning Board
or Board Engineer.
|
Watts
|
Lumens
| |
---|---|---|
50
|
3,600
| |
70
|
5,500
| |
100
|
8,550
| |
150
|
14,400
| |
250
|
24,750
| |
400
|
45,000
|
Table 1
Green Infrastructure BMPs for Groundwater Recharge, Stormwater
Runoff Quality, and/or Stormwater Runoff Quantity
| ||||
---|---|---|---|---|
Best Management Practice
|
Stormwater Runoff Quality TSS Removal Rate
|
Stormwater Runoff Quantity
|
Groundwater Recharge
|
Minimum Separation from Seasonal High Water Table
(feet)
|
Cistern
|
0%
|
Yes
|
No
|
—
|
Dry well(a)
|
0%
|
No
|
Yes
|
2
|
Grass swale
|
50% or
|
No
|
No
|
2(e)
|
Green roof
|
0%
|
Yes
|
No
|
—
|
Manufactured treatment
|
50% or
|
No
|
No
|
Dependent upon the
|
Pervious
|
Yes(b)
|
2(b)
| ||
Small-scale bioretention
|
80% or
|
Yes
|
Yes(b)
No(c)
|
2(b)
1(c)
|
Small-scale infiltration basin(a)
|
80%
|
Yes
|
Yes
|
2
|
Small-scale sand filter
|
80%
|
Yes
|
Yes
|
2
|
Vegetative filter strip
|
60% to 80%
|
No
|
No
|
—
|
Table 2
Green Infrastructure BMPs for Stormwater Runoff Quantity (or
for Groundwater Recharge and/or Stormwater Runoff Quality with a Waiver
or Variance from N.J.A.C. 7:8-5.3)
| ||||
---|---|---|---|---|
Best Management Practice
|
Stormwater Runoff Quality TSS Removal Rate
|
Stormwater Runoff Quantity
|
Groundwater Recharge
|
Minimum Separation from Seasonal High Water Table
(feet)
|
Bioretention
|
80 or 90
|
Yes
|
Yes(b)
|
2(b)
|
Infiltration
|
80
|
Yes
|
Yes
|
2
|
Standard constructed
|
90
|
Yes
|
No
|
N/A
|
Table 3
BMPs for Groundwater Recharge, Stormwater Runoff Quality, and/or
Stormwater Runoff Quantity only with a Waiver or Variance from N.J.A.C.
7:8-5.3
| ||||
---|---|---|---|---|
Best Management Practice
|
Stormwater Runoff Quality TSS Removal Rate
|
Stormwater Runoff Quantity
|
Groundwater Recharge
|
Minimum Separation from Seasonal High Water Table
(feet)
|
Blue roof
|
0
|
Yes
|
No
|
N/A
|
Extended detention
|
40-60
|
Yes
|
No
|
1
|
Manufactured treatment device(h)
|
50 or 80
|
No
|
No
|
Dependent upon the device
|
Sand filter(c)
|
80
|
Yes
|
No
|
1
|
Subsurface gravel wetland
|
90
|
No
|
No
|
1
|
Wet pond
|
50-90
|
Yes
|
No
|
N/A
|
NOTES to Tables 1, 2, and 3:
| |
(a)
|
Subject to the applicable contributory drainage area limitation specified at § 130-76D(15)(b);
|
(b)
|
Designed to infiltrate into the subsoil;
|
(c)
|
Designed with underdrains;
|
(d)
|
Designed to maintain at least a ten-foot wide area of native
vegetation along at least 50% of the shoreline and to include a stormwater
runoff retention component designed to capture stormwater runoff for
beneficial reuse, such as irrigation;
|
(e)
|
Designed with a slope of less than 2%;
|
(f)
|
Designed with a slope of equal to or greater than 2%;
|
(g)
|
Manufactured treatment devices that meet the definition of "green infrastructure" at § 130-76B;
|
(h)
|
Manufactured treatment devices that do not meet the definition of "green infrastructure" at § 130-76D.
|
Best Management Practice
|
Maximum Contributory Drainage Area
|
---|---|
Dry well
|
1 acre
|
Manufactured treatment device
|
2.5 acres
|
Pervious pavement systems
|
Area of additional inflow cannot exceed three times the area
occupied by the BMP
|
Small-scale bioretention systems
|
2.5 acres
|
Small-scale infiltration basin
|
2.5 acres
|
Small-scale sand filter
|
2.5 acres
|
Table 4 - Water Quality Design Storm Distribution
| |||||
---|---|---|---|---|---|
Time
(minutes)
|
Cumulative Rainfall
(inches)
|
Time
(minutes)
|
Cumulative Rainfall
(inches)
|
Time
(minutes)
|
Cumulative Rainfall
(inches)
|
1
|
0.00166
|
41
|
0.1728
|
81
|
1.0906
|
2
|
0.00332
|
42
|
0.1796
|
82
|
1.0972
|
3
|
0.00498
|
43
|
0.1864
|
83
|
1.1038
|
4
|
0.00664
|
44
|
0.1932
|
84
|
1.1104
|
5
|
0.00830
|
45
|
0.2000
|
85
|
1.1170
|
6
|
0.00996
|
46
|
0.2117
|
86
|
1.1236
|
7
|
0.01162
|
47
|
0.2233
|
87
|
1.1302
|
8
|
0.01328
|
48
|
0.2350
|
88
|
1.1368
|
9
|
0.01494
|
49
|
0.2466
|
89
|
1.1434
|
10
|
0.01660
|
50
|
0.2583
|
90
|
1.1500
|
11
|
0.01828
|
51
|
0.2783
|
91
|
1.1550
|
12
|
0.01996
|
52
|
0.2983
|
92
|
1.1600
|
13
|
0.02164
|
53
|
0.3183
|
93
|
1.1650
|
14
|
0.02332
|
54
|
0.3383
|
94
|
1.1700
|
15
|
0.02500
|
55
|
0.3583
|
95
|
1.1750
|
16
|
0.03000
|
56
|
0.4116
|
96
|
1.1800
|
17
|
0.03500
|
57
|
0.4650
|
97
|
1.1850
|
18
|
0.04000
|
58
|
0.5183
|
98
|
1.1900
|
19
|
0.04500
|
59
|
0.5717
|
99
|
1.1950
|
20
|
0.05000
|
60
|
0.6250
|
100
|
1.2000
|
21
|
0.05500
|
61
|
0.6783
|
101
|
1.2050
|
22
|
0.06000
|
62
|
0.7317
|
102
|
1.2100
|
23
|
0.06500
|
63
|
0.7850
|
103
|
1.2150
|
24
|
0.07000
|
64
|
0.8384
|
104
|
1.2200
|
25
|
0.07500
|
65
|
0.8917
|
105
|
1.2250
|
26
|
0.08000
|
66
|
0.9117
|
106
|
1.2267
|
27
|
0.08500
|
67
|
0.9317
|
107
|
1.2284
|
28
|
0.09000
|
68
|
0.9517
|
108
|
1.2300
|
29
|
0.09500
|
69
|
0.9717
|
109
|
1.2317
|
30
|
0.10000
|
70
|
0.9917
|
110
|
1.2334
|
31
|
0.10660
|
71
|
1.0034
|
111
|
1.2351
|
32
|
0.11320
|
72
|
1.0150
|
112
|
1.2367
|
33
|
0.11980
|
73
|
1.0267
|
113
|
1.2384
|
34
|
0.12640
|
74
|
1.0383
|
114
|
1.2400
|
35
|
0.13300
|
75
|
1.0500
|
115
|
1.2417
|
36
|
0.13960
|
76
|
1.0568
|
116
|
1.2434
|
37
|
0.14620
|
77
|
1.0636
|
117
|
1.2450
|
38
|
0.15280
|
78
|
1.0704
|
118
|
1.2467
|
39
|
0.15940
|
79
|
1.0772
|
119
|
1.2483
|
40
|
0.16600
|
80
|
1.0840
|
120
|
1.2500
|
R = A + B - (A x B)/100
|
Where:
| ||
R
|
=
|
total TSS percent load removal from application of both BMPs,
and
|
A
|
=
|
the TSS percent removal rate applicable to the first BMP
|
B
|
=
|
the TSS percent removal rate applicable to the second BMP.
|
Table 1
| |||
---|---|---|---|
Water Quality Design Storm Distribution1
| |||
Time
(minutes)
|
Cumulative Rainfall
(inches)1
|
Time
(minutes)
|
Cumulative Rainfall
(inches)
|
0
|
0.0000
|
65
|
0.8917
|
5
|
0.0083
|
70
|
0.9917
|
10
|
0.0166
|
75
|
1.0500
|
15
|
0.0250
|
80
|
1.0840
|
20
|
0.0500
|
85
|
1.1170
|
25
|
0.0750
|
90
|
1.1500
|
30
|
0.1000
|
95
|
1.1750
|
35
|
0.1330
|
100
|
1.2000
|
40
|
0.1660
|
105
|
1.2250
|
45
|
0.2000
|
110
|
1.2334
|
50
|
0.2583
|
115
|
1.2417
|
55
|
0.3583
|
120
|
1.2500
|
60
|
0.6250
|
NOTES:
|
1 Source: N.J.A.C.
7:8-5.5(a).
|
R = A + B - (A x B)/100
| ||||
Where
| ||||
R
|
=
|
Total TSS percent load removal from application
of both BMPs;
| ||
A
|
=
|
The TSS percent removal rate applicable to the
first BMP; and
| ||
B
|
=
|
The TSS percent removal rate applicable to the
second BMP.
|
Table 2
| |||
---|---|---|---|
Pollutant Removal Rates for BMPs1
| |||
Best Management Practice
|
TSS Percent Removal Rate
|
Total Phosphorus Percent Removal Rate
|
Total Nitrogen Percent Removal Rate
|
Bioretention Systems
|
90%
|
60%
|
30%
|
Constructed stormwater wetland
|
90%
|
50%
|
30%
|
Extended detention basin
|
40% to 60% (final rate based upon detention
time; see New Jersey BMP Manual, Chapter 9)
|
20%
|
20%
|
Infiltration basin
|
80%
|
60%
|
50%
|
Manufactured treatment device
|
Pollutant removal rates as certified by NJDEP; see Subsection D
|
Pollutant removal rates as certified by NJDEP; see Subsection D
|
Pollutant removal rates as certified by NJDEP; see Subsection D
|
Pervious paving systems
|
80% (porous paving)
|
60%
|
50%
|
80% (permeable pavers with storage bed)
| |||
0%; volume reduction only (permeable pavers
without storage bed)
|
0%; volume reduction only (permeable pavers
without storage bed)
|
0%; volume reduction only (permeable pavers
without storage bed)
| |
Sand filter
|
80%
|
50%
|
35%
|
Vegetative filter strip (For filter strips with
multiple vegetated covers, the final TSS removal rate should be based
upon a weighted average of the adopted rates shown in Table 2, based
upon the relative flow lengths through each cover type.)
|
60% (turf grass)
| ||
70% (native grasses, meadow and planted woods)
|
30%
|
30%
| |
80% (indigenous woods)
| |||
Wet pond/retention basin
|
50% to 90% (final rate based upon pool volume
and detention time; see New Jersey BMP Manual)
|
50%
|
30%
|
Subsurface infiltration systems
|
80% (as approved by the NJDEP for Stafford Township)
|
60%
|
50%
|
NOTES:
|
1 Source: N.J.A.C.
7:8-5.5(c) and New Jersey BMP Manual, Chapter 4.
|
Loading Space
|
Apron/Aisle Length
| |||
---|---|---|---|---|
Length
(feet)
|
Width
(feet)
|
(90º)
(feet)
|
(60º)
(feet)
| |
60
|
10
|
72
|
66
| |
60
|
12
|
62
|
57
| |
60
|
14
|
60
|
54
|
(7.1)
|
The plan shall include both inside curve radius
and outside curve radius for all curves on the site. This is to include
the entrances to and exits from fire lanes, loading areas, parking
aisles and all entrances and exits from the site. The minimum curve
radius shall meet the requirements as outlined in the Design Vehicles
and Minimum Turning Path Chart. (See Engineering Plat Detail, Figure
10.[1])
[Added 3-7-1989 by Ord. No. 89-25; amended 12-16-1997 by Ord. No. 97-101] |
Type
|
Aisle Width
(feet)
|
Stall
Dimensions
(feet)
| |
---|---|---|---|
90-degree parking
|
24
|
9 x 18
| |
60-degree parking
|
18
|
9 x 18
| |
Parallel parking
| |||
1-way operation
|
12
|
7 x 23
| |
2-way operation
|
24
|
7 x 23
|
Total
Parking in Lot
|
Required Minimum Number of
Accessible Spaces
| |
---|---|---|
1 to 25
|
1
| |
26 to 50
|
2
| |
51 to 75
|
3
| |
76 to 100
|
4
| |
101 to 150
|
5
| |
151 to 200
|
6
| |
201 to 300
|
7
| |
301 to 400
|
8
| |
401 to 500
|
9
| |
501 to 1,000
|
2% of total
| |
1,001 and over
|
20, plus 1 for each
| |
100 over 1,000
|
(9.1)
|
Convenience store: 6.5 spaces per 1,000 square
feet of gross floor area.
[Added 11-1-2005 by Ord. No. 2005-96] |
(18.1)
|
Pharmacy: 4.5 spaces per 1,000 square feet of
gross floor area. Pharmacies with a drive-through, 4.5 spaces per
1,000 square feet of gross floor area, plus storage for three vehicles
at the drive-through.
[Added 11-1-2005 by Ord. No. 2005-96] |
Residential Use
Requirements
|
Off-Street Parking
(spaces)
| |
---|---|---|
Single family
| ||
2 bedroom
|
1.5
| |
3 bedroom
|
2
| |
4 bedroom
|
2.5
| |
5 bedroom
|
3
| |
Garden apartment
| ||
1 bedroom
|
1.8
| |
2 bedroom
|
2
| |
3 bedroom
|
2.1
| |
Townhouse
| ||
1 bedroom
|
1.8
| |
2 bedroom
|
2.3
| |
3 bedroom
|
2.4
| |
Mobile home
| ||
1 bedroom
|
1.8
| |
2 bedroom
|
2
|
Loading Space
|
Apron/Aisle Length
| |||
---|---|---|---|---|
Length
(feet)
|
Width
(feet)
|
(90º)
(feet)
|
(60º)
(feet)
| |
60
|
10
|
72
|
66
| |
60
|
12
|
62
|
57
| |
60
|
14
|
60
|
54
|