Development Standards
R.O.W. | Cartway | |
|---|---|---|
Primary arterial | 66' | 44' |
Collector | 60' | 36' |
Local street | 40' - 50' | 24' - 32' |
Marginal access street | 40' | 24' |
The right-of-way width for internal roads and alleys in multifamily, commercial and industrial development shall be determined on an individual basis, and shall in all cases be of sufficient width and design to safely accommodate the maximum traffic, parking and loading needs and maximum access for public safety equipment. |
Major development includes all developments that are part of a common plan of development or sale (for example, phased residential development) that collectively or individually meet any one or more of paragraphs a, b, c or d above. Projects undertaken by any government agency that otherwise meet the definition of "major development" but which do not require approval under the Municipal Land Use Law, N.J.S.A. 40:55D-1, et seq., are also considered "major development." |
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 (percent) | 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 less | No | No | 2(e) 1(f) |
Green Roof | 0 | Yes | No | — |
Manufactured Treatment Device(a)(g) | 50 or 80 | No | No | Dependent upon the device |
Pervious Paving System(a) | 80 | Yes | Yes(b) No(c) | 2(b) 1(c) |
Small-Scale Bioretention Basin(a) | 80 or 90 | 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 | 60-80 | No | No | — |
(Notes corresponding to annotations (a) through (g) are found beneath Table 3 below.) |
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 (percent) | Stormwater Runoff Quantity | Groundwater Recharge | Minimum Separation from Seasonal High Water Table (feet) |
Bioretention System | 80 or 90 | Yes | Yes(b) No(c) | 2(b) 1(c) |
Infiltration Basin | 80 | Yes | Yes | 2 |
Sand Filter(b) | 80 | Yes | Yes | 2 |
Standard Constructed Wetland | 90 | Yes | No | N/A |
Wet Pond(d) | 50-90 | Yes | No | N/A |
(Notes corresponding to annotations (b) through (d) are found beneath Table 3 below). |
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 (percent) | Stormwater Runoff Quantity | Groundwater Recharge | Minimum Separation from Seasonal High Water Table (feet) |
Blue Roof | 0 | Yes | No | N/A |
Extended Detention Basin | 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 § 30-58.4o2; |
(b) | Designed to infiltrate into the subsoil; |
(c) | Designed with underdrains; |
(d) | Designed to maintain at least a 10-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 § 30-58.2; |
(h) | Manufactured treatment devices that do not meet the definition of green infrastructure at § 30-58.2. |
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 | 1.1484 |
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. |
A | = | the TSS Percent Removal Rate applicable to the first BMP. |
B | = | the TSS Percent Removal Rate applicable to the second BMP. |
Table 5 | |
|---|---|
Minor Development BMP | |
Grass Swale | Green Roof |
Pervious Paving System | Small-Scale Bioretention Basin |
Small-Scale Infiltration Basin | Small-Scale Sand Filter |
Vegetative Filter Strip | Cistern |
Dry Well* | |
*The use of dry wells is allowed only where the other listed methods cannot feasibly meet the requirements of this section. |
Residential Use | Parking Requirement |
|---|---|
a. Single-family residence | 2 parking spaces |
b. Two-family residence | 3 parking spaces |
c. Multifamily residence | |
1. 0-1 bedroom unit | 1 parking space per unit |
2. 2 or more bedrooms | 2 parking spaces per unit |
d. Planned Residential Development | 2 parking spaces per dwelling unit |
e. (Reserved) | |
f. (Reserved) | |
g. (Reserved) | |
Commercial Uses | Parking Requirement |
h. Commercial Uses | |
1. General Requirements (when specific commercial uses cannot be identified. | |
(a) Retail trade services and office | 1 parking space per employee per shift plus 1 space per 350 gross square feet of floor space |
2. When number of employees cannot be determined: | |
(a) Retail (including take-out food establishment) services | 1 parking space per 250 gross square feet of floor space |
(b) General office, banks, research/laboratory | 1 parking space per 300 gross square feet of floor space |
(c) Physicians, dentists, chiropractors | 5 parking spaces per doctor or 1 parking space per 250 gross square feet of floor space, whichever is greater |
(d) Auditoriums, stadiums, theaters, arenas and places of assembly | 1 parking space per 5 seats, based on maximum seating capacity |
i. Hotel, motel, rooming house or equivalent. Uses such as restaurants, nightclubs and retail shops that are contained within the hotel and open to the public shall be calculated separately as required herein. Fifty (50%) percent of the spaces thus calculated will be added for the parking requirement for the hotel. | 1 parking space per employee per shift plus .75 parking spaces per sleeping unit. Where number of employees cannot be determined, 1 parking space per sleeping unit |
j. Restaurant, nightclub, bar | 1 parking space per employee per shift plus 1 parking space per 300 gross square feet of floor area. When number of employees cannot be determined, 1 parking space per 50 square feet of customer floor area. |
k. Motor vehicle service stations | 10 parking spaces plus 1 space per 2 workers employed during busiest shift |
l. Motor vehicle repair garage | 4 parking spaces per bay plus 1 space per 2 employees |
m. Truck or bus depots | 1 parking space per 2 workers employed or to be employed at any one time |
n. Car washes, drive-through lubrication stations | 1 parking space per 2 workers employed or to be employed at any one time plus reservoir space for 10 cars or 5 times the number of cars capable of being processed at any one time, whichever is greater. |
o. Funeral homes | 1 parking space per 60 square feet of area intended for public occupancy |
Industrial Use | |
p. Manufacturing, assembly, processing plants; wholesale trade establishments | 1 parking space per 300 gross square feet of floor area |
q. Warehouses | 1 sparking space per worker employed at any one time plus 1 parking space per 5,000 square feet of floor area or fraction thereof; where number of workers cannot be determined, 1 parking space per 500 square feet of floor area |
Schools | |
r. Nursery schools, day care centers | 5 parking spaces, plus 1 parking space per worker employed or to be employed at any one time |
s. Elementary, middle schools | 1 1/2 parking spaces per worker employed or to be employed at any one time |
t. High schools | 1 1/2 parking spaces per worker employed or to be employed at any one time, plus 1 parking space per 4 students of school capacity |
u. Colleges, universities, professional institutes | 1 parking space per employee plus 1 parking space per 2 students enrolled |
v. Theme entertainment centers | 1 parking space per 45 square feet of usable visitor floor area |
w. Exhibition pavilions | 1 space per 200 square feet of usable visitor area floor |
x. Bed and Breakfast Establishments | .75 per sleeping unit and one (1) space per employee per shift. |
Parking Angle (degree) | Stall Width (feet) | Aisle Width (feet) | Stall Width (feet) | Aisle Width (feet) |
|---|---|---|---|---|
0 | 7 | 12 | 7 | 12 |
45 | 8.5 | 13 | 7.5 | 12 |
9.0 | 12 | |||
9.5 | 12 | |||
60 | 8.5 | 18 | 7.5 | 14 |
9.0 | 16 | |||
9.5 | 15 | |||
75 | 8.5 | 22 | 7.5 | 17 |
9.0 | 21 | |||
9.5 | 20 | |||
90 | 8.5 | 24 | 7.5 | 22 |
9.0 | 23 | |||
9.5 | 22 |
One Way Operation | Two Way Operation | |||
|---|---|---|---|---|
Curbline Opening (in feet) | Driveway Width (in feet) | Curbline Opening (in feet) | Driveway Width (in feet) | |
Up to 10 family structures | 12-15 | 10-13 | 12-30 | 10-26 |
10 family or over | 1-30 | 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 |
Maximum Allowable Speed on Road (MPH) | Minimum Required Sight Distance (Feet) |
|---|---|
25 | 150 |
30 | 200 |
35 | 250 |
40 | 300 |
45 | 350 |
50 | 400 |
Area | Loading Space Requirement |
|---|---|
3,000 to 20,000 sq. ft. | 1 loading space |
20,000 to 80,000 sq. ft. | 2 loading spaces |
80,000 to 150,000 sq. ft. | 3 loading spaces |
More than 150,000 sq. ft. | 4 loading spaces |
SPECIAL CATEGORY SIGNS | |||||||
|---|---|---|---|---|---|---|---|
Type | Max Size | Max. Height (feet) | Max. No. | Min. Set-Back | Permit Required | Illumination Permitted | Notes/Supplementary Regulations |
Special Category Signs | |||||||
Construction Signs for minor or major developments; ground, pole or wall mounted | *40 contiguous square feet | 8 feet From grade | 1 per street front age | NA | Yes | No | To be placed no sooner than after final approval of the minor or major development project. Such signs must be removed after the issuance of the first temporary or final certificate of occupancy. Must be constructed of a rigid material |
Construction Signs for minor or major developments mounted on construction fences | *No more Than 25% in contiguous length of the linear frontage of a construction fence along a street frontage | 8 feet from grade or top of fence (which ever is lower) | 1 per street front-age | NA | Yes | No | To be placed no sooner than after final approval of the minor or major development project. Such signs must be removed after the issuance of the first temporary or final certificate of occupancy. May be used only in lieu of a ground, pole or wall mounted construction sign. |
Real Estate Signs for minor or major developments: ground pole or wall mounted. | 40 contiguous square feet | 8 feet from grade | I per street front-age | NA | Yes | No | To be placed no sooner than after final approval of the minor or major development project. Must be constructed of a rigid material. Must be removed after the sale, lease or rental of 80% or more of the nonresidential and/or residential units contained therein |
Real estate signs for minor or major development: mounted on construction fences | "No more than 25% in contiguous length of the linear frontage of a construction fence along a street frontage. | 8 feet from grade or top of fence (which-ever is lower) | I per street frontage | NA | Yes | Yes | To be placed no sooner than after final approval of the minor or major development project. May be used only in lieu of a ground or pole mounted real estate sign. Must be removed after the sale, lease or rental of 80% or more of the nonresidential and/or residential units contained therein. |
Building wrap signs for minor or major developments | Shall not extend beyond the exterior building wall Text may not exceed 10% of the area of the sign or 400 square feet whichever Is less along any street frontage | NA | 1 per street frontage | NA | Yes | No | To be placed only after completion of the structural framing of a building Must be removed after completion of the exterior building wall. Building wrap signs shall display a graphic reproduction of the completed building facade located behind the sign |
*The combined area of construction signs and real estate signs which are ground, pole or wall mounted shall not exceed 40 square feet along any street frontage. If both sign types are proposed along a street frontage, they shall be combined into a single sign board. |
*The combined length of construction signs and real estate signs which are mounted on construction fences shall not exceed 25% of the linear frontage of the construction fence along any street frontage. If both sign types are proposed along a street frontage, they shall be combined to create a single sign. |
Development Standards
R.O.W. | Cartway | |
|---|---|---|
Primary arterial | 66' | 44' |
Collector | 60' | 36' |
Local street | 40' - 50' | 24' - 32' |
Marginal access street | 40' | 24' |
The right-of-way width for internal roads and alleys in multifamily, commercial and industrial development shall be determined on an individual basis, and shall in all cases be of sufficient width and design to safely accommodate the maximum traffic, parking and loading needs and maximum access for public safety equipment. |
Major development includes all developments that are part of a common plan of development or sale (for example, phased residential development) that collectively or individually meet any one or more of paragraphs a, b, c or d above. Projects undertaken by any government agency that otherwise meet the definition of "major development" but which do not require approval under the Municipal Land Use Law, N.J.S.A. 40:55D-1, et seq., are also considered "major development." |
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 (percent) | 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 less | No | No | 2(e) 1(f) |
Green Roof | 0 | Yes | No | — |
Manufactured Treatment Device(a)(g) | 50 or 80 | No | No | Dependent upon the device |
Pervious Paving System(a) | 80 | Yes | Yes(b) No(c) | 2(b) 1(c) |
Small-Scale Bioretention Basin(a) | 80 or 90 | 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 | 60-80 | No | No | — |
(Notes corresponding to annotations (a) through (g) are found beneath Table 3 below.) |
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 (percent) | Stormwater Runoff Quantity | Groundwater Recharge | Minimum Separation from Seasonal High Water Table (feet) |
Bioretention System | 80 or 90 | Yes | Yes(b) No(c) | 2(b) 1(c) |
Infiltration Basin | 80 | Yes | Yes | 2 |
Sand Filter(b) | 80 | Yes | Yes | 2 |
Standard Constructed Wetland | 90 | Yes | No | N/A |
Wet Pond(d) | 50-90 | Yes | No | N/A |
(Notes corresponding to annotations (b) through (d) are found beneath Table 3 below). |
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 (percent) | Stormwater Runoff Quantity | Groundwater Recharge | Minimum Separation from Seasonal High Water Table (feet) |
Blue Roof | 0 | Yes | No | N/A |
Extended Detention Basin | 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 § 30-58.4o2; |
(b) | Designed to infiltrate into the subsoil; |
(c) | Designed with underdrains; |
(d) | Designed to maintain at least a 10-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 § 30-58.2; |
(h) | Manufactured treatment devices that do not meet the definition of green infrastructure at § 30-58.2. |
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 | 1.1484 |
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. |
A | = | the TSS Percent Removal Rate applicable to the first BMP. |
B | = | the TSS Percent Removal Rate applicable to the second BMP. |
Table 5 | |
|---|---|
Minor Development BMP | |
Grass Swale | Green Roof |
Pervious Paving System | Small-Scale Bioretention Basin |
Small-Scale Infiltration Basin | Small-Scale Sand Filter |
Vegetative Filter Strip | Cistern |
Dry Well* | |
*The use of dry wells is allowed only where the other listed methods cannot feasibly meet the requirements of this section. |
Residential Use | Parking Requirement |
|---|---|
a. Single-family residence | 2 parking spaces |
b. Two-family residence | 3 parking spaces |
c. Multifamily residence | |
1. 0-1 bedroom unit | 1 parking space per unit |
2. 2 or more bedrooms | 2 parking spaces per unit |
d. Planned Residential Development | 2 parking spaces per dwelling unit |
e. (Reserved) | |
f. (Reserved) | |
g. (Reserved) | |
Commercial Uses | Parking Requirement |
h. Commercial Uses | |
1. General Requirements (when specific commercial uses cannot be identified. | |
(a) Retail trade services and office | 1 parking space per employee per shift plus 1 space per 350 gross square feet of floor space |
2. When number of employees cannot be determined: | |
(a) Retail (including take-out food establishment) services | 1 parking space per 250 gross square feet of floor space |
(b) General office, banks, research/laboratory | 1 parking space per 300 gross square feet of floor space |
(c) Physicians, dentists, chiropractors | 5 parking spaces per doctor or 1 parking space per 250 gross square feet of floor space, whichever is greater |
(d) Auditoriums, stadiums, theaters, arenas and places of assembly | 1 parking space per 5 seats, based on maximum seating capacity |
i. Hotel, motel, rooming house or equivalent. Uses such as restaurants, nightclubs and retail shops that are contained within the hotel and open to the public shall be calculated separately as required herein. Fifty (50%) percent of the spaces thus calculated will be added for the parking requirement for the hotel. | 1 parking space per employee per shift plus .75 parking spaces per sleeping unit. Where number of employees cannot be determined, 1 parking space per sleeping unit |
j. Restaurant, nightclub, bar | 1 parking space per employee per shift plus 1 parking space per 300 gross square feet of floor area. When number of employees cannot be determined, 1 parking space per 50 square feet of customer floor area. |
k. Motor vehicle service stations | 10 parking spaces plus 1 space per 2 workers employed during busiest shift |
l. Motor vehicle repair garage | 4 parking spaces per bay plus 1 space per 2 employees |
m. Truck or bus depots | 1 parking space per 2 workers employed or to be employed at any one time |
n. Car washes, drive-through lubrication stations | 1 parking space per 2 workers employed or to be employed at any one time plus reservoir space for 10 cars or 5 times the number of cars capable of being processed at any one time, whichever is greater. |
o. Funeral homes | 1 parking space per 60 square feet of area intended for public occupancy |
Industrial Use | |
p. Manufacturing, assembly, processing plants; wholesale trade establishments | 1 parking space per 300 gross square feet of floor area |
q. Warehouses | 1 sparking space per worker employed at any one time plus 1 parking space per 5,000 square feet of floor area or fraction thereof; where number of workers cannot be determined, 1 parking space per 500 square feet of floor area |
Schools | |
r. Nursery schools, day care centers | 5 parking spaces, plus 1 parking space per worker employed or to be employed at any one time |
s. Elementary, middle schools | 1 1/2 parking spaces per worker employed or to be employed at any one time |
t. High schools | 1 1/2 parking spaces per worker employed or to be employed at any one time, plus 1 parking space per 4 students of school capacity |
u. Colleges, universities, professional institutes | 1 parking space per employee plus 1 parking space per 2 students enrolled |
v. Theme entertainment centers | 1 parking space per 45 square feet of usable visitor floor area |
w. Exhibition pavilions | 1 space per 200 square feet of usable visitor area floor |
x. Bed and Breakfast Establishments | .75 per sleeping unit and one (1) space per employee per shift. |
Parking Angle (degree) | Stall Width (feet) | Aisle Width (feet) | Stall Width (feet) | Aisle Width (feet) |
|---|---|---|---|---|
0 | 7 | 12 | 7 | 12 |
45 | 8.5 | 13 | 7.5 | 12 |
9.0 | 12 | |||
9.5 | 12 | |||
60 | 8.5 | 18 | 7.5 | 14 |
9.0 | 16 | |||
9.5 | 15 | |||
75 | 8.5 | 22 | 7.5 | 17 |
9.0 | 21 | |||
9.5 | 20 | |||
90 | 8.5 | 24 | 7.5 | 22 |
9.0 | 23 | |||
9.5 | 22 |
One Way Operation | Two Way Operation | |||
|---|---|---|---|---|
Curbline Opening (in feet) | Driveway Width (in feet) | Curbline Opening (in feet) | Driveway Width (in feet) | |
Up to 10 family structures | 12-15 | 10-13 | 12-30 | 10-26 |
10 family or over | 1-30 | 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 |
Maximum Allowable Speed on Road (MPH) | Minimum Required Sight Distance (Feet) |
|---|---|
25 | 150 |
30 | 200 |
35 | 250 |
40 | 300 |
45 | 350 |
50 | 400 |
Area | Loading Space Requirement |
|---|---|
3,000 to 20,000 sq. ft. | 1 loading space |
20,000 to 80,000 sq. ft. | 2 loading spaces |
80,000 to 150,000 sq. ft. | 3 loading spaces |
More than 150,000 sq. ft. | 4 loading spaces |
SPECIAL CATEGORY SIGNS | |||||||
|---|---|---|---|---|---|---|---|
Type | Max Size | Max. Height (feet) | Max. No. | Min. Set-Back | Permit Required | Illumination Permitted | Notes/Supplementary Regulations |
Special Category Signs | |||||||
Construction Signs for minor or major developments; ground, pole or wall mounted | *40 contiguous square feet | 8 feet From grade | 1 per street front age | NA | Yes | No | To be placed no sooner than after final approval of the minor or major development project. Such signs must be removed after the issuance of the first temporary or final certificate of occupancy. Must be constructed of a rigid material |
Construction Signs for minor or major developments mounted on construction fences | *No more Than 25% in contiguous length of the linear frontage of a construction fence along a street frontage | 8 feet from grade or top of fence (which ever is lower) | 1 per street front-age | NA | Yes | No | To be placed no sooner than after final approval of the minor or major development project. Such signs must be removed after the issuance of the first temporary or final certificate of occupancy. May be used only in lieu of a ground, pole or wall mounted construction sign. |
Real Estate Signs for minor or major developments: ground pole or wall mounted. | 40 contiguous square feet | 8 feet from grade | I per street front-age | NA | Yes | No | To be placed no sooner than after final approval of the minor or major development project. Must be constructed of a rigid material. Must be removed after the sale, lease or rental of 80% or more of the nonresidential and/or residential units contained therein |
Real estate signs for minor or major development: mounted on construction fences | "No more than 25% in contiguous length of the linear frontage of a construction fence along a street frontage. | 8 feet from grade or top of fence (which-ever is lower) | I per street frontage | NA | Yes | Yes | To be placed no sooner than after final approval of the minor or major development project. May be used only in lieu of a ground or pole mounted real estate sign. Must be removed after the sale, lease or rental of 80% or more of the nonresidential and/or residential units contained therein. |
Building wrap signs for minor or major developments | Shall not extend beyond the exterior building wall Text may not exceed 10% of the area of the sign or 400 square feet whichever Is less along any street frontage | NA | 1 per street frontage | NA | Yes | No | To be placed only after completion of the structural framing of a building Must be removed after completion of the exterior building wall. Building wrap signs shall display a graphic reproduction of the completed building facade located behind the sign |
*The combined area of construction signs and real estate signs which are ground, pole or wall mounted shall not exceed 40 square feet along any street frontage. If both sign types are proposed along a street frontage, they shall be combined into a single sign board. |
*The combined length of construction signs and real estate signs which are mounted on construction fences shall not exceed 25% of the linear frontage of the construction fence along any street frontage. If both sign types are proposed along a street frontage, they shall be combined to create a single sign. |