Development Design Standards
Official Master Plan Development Pattern | Design Standards | |
|---|---|---|
Rural | None. See Section 400.2200 | |
Rural cluster | None. See Section 400.2200 | |
Large lot | Suburban | |
Suburban | Suburban | |
Mixed use | Mixed use | |
Mixed use addition | Mixed use | |
Infill | Mixed use, suburban or industrial — dependent on infill site | |
Industrial | Industrial |
The design standards supplement and enhance the use, density and district standards associated with the individual zoning districts and are provided as a tool to be used by developers and property owners intending to improve or modify their property. These standards reflect required, permitted and recommended standards of site design. Failure to meet any required standards indicated by "shall" or "must" or failure to attain any other applicable variance from a required standard could result in denial of a development plan. Permitted and recommended standards, indicated by "may" and "should", are intended to guide site design to a desired end result, rather than prescribe site design. |
Table 7-1. Lighting Requirements | ||||
|---|---|---|---|---|
Basic1 | Enhanced Security2 | |||
Minimum foot-candles on pavement3 | 0.2 fc | 0.5 fc | ||
Maximum foot-candles on pavement | 4.0 fc | 7.5 fc | ||
Uniformity ratio, maximum:minimum4 | 20:1 | 15:1 | ||
Minimum foot-candles at 5 feet above pavement5 | 0.1 fc | 0.25 fc | ||
fc = foot-candles | ||||
1 | For typical conditions. During periods of non-use, the illuminance of certain parking facilities should be turned off or reduced to conserve energy. If reduced lighting is to be used only for the purpose of property security, it is desirable that the minimum (low point) value not be less than one-tenth (0.1) foot-candle. Reductions should not be applied to facilities subject to intermittent night use, such as at apartments, hospitals and transportation terminals. | |||
2 | The enhanced security lighting level should be used when personal security is an issue, such as where the parking facility is used during all hours of the day and night, where special security needs exist or where vandalism or crime are possible. | |||
3 | Measured on the parking surface, without any shadowing effect from parked vehicles or trees at points of measurement. | |||
4 | The highest horizontal illuminance point at grade, divided by the lowest horizontal illuminance point or area should not be greater than the values shown. | |||
5 | Measured at five (5.0) feet above the parking surface at the point of the lowest horizontal illuminance, excluding facing outward along boundaries. | |||
Table 7-2. Security Lighting Application | |||
|---|---|---|---|
Location | Average Horizontal Illumination Level on Ground | ||
Large open areas | 0.5 — 2.0 fc 1 | ||
Buildings | 0.5 — 2.0 fc 1 | ||
Perimeter fence | 0.5 fc | ||
Entrances | 3 fc | ||
Pedestrian pathways and access routes | 4 — 6 fc | ||
fc = foot-candle | |||
|---|---|---|---|
1 | The greater the brightness of the surrounding area, the higher the illuminance required to balance the brightness. | ||
Table 7-3. Trip Generation Estimates | ||
|---|---|---|
Daily Traffic Volume | Dwelling Units Served | |
Less than 400 | Under 50 dwelling units | |
400 — 1,519 | 50 — 189 dwelling units | |
1,520 — 1,999 | 190 — 249 dwelling units | |
2,000 — 2,500 | 250 — 315 dwelling units | |
Over 2,500 | Over 315 dwelling units | |
Trip generation for non-residential or mixed development shall be determined using the ITE Trip Generation Manual. The most current version of the ITE Trip Generation Manual shall be used. |
Table 7-4. Minimum Design Standards for Two-Way Streets | |||||||
|---|---|---|---|---|---|---|---|
Type of Street | Vehicles per Day | Drainage Type | Minimum Shoulder Width, if used | Total Improved Surface Width** | Minimum ROW*** | ||
No Parking | Parking — one side | ||||||
Major local access | >2,500 | a/b | 8' | 26' | 36' | 32' | |
Local access street | 2,000 — 2,500 | b | NA | 26' | 34' | 32' | |
1,520 — 1,999 | b | NA | 24' | 28' | 30' | ||
400 — 1,519 | a/b | 5' | 22' | 28' | 28' | ||
<400 | a/b | 2' | 20' | 28' | 26' | ||
Local access alley | <400 | a | 0' | 14' | 26' | 0'/20'**** | |
a | Open, streetside drainage swales or ditches are allowed for streets adjacent to residential lots one (1) acre in size or larger. | |||||
b | Curbs and gutters are required | |||||
** | All pavement measurements taken from back of curb to back of curb if present. Total improved surface width includes shoulders, where present. Where permitted, the shoulder areas can also accommodate all or part or the required parking lane width(s). If parking is added to the second (2nd) side, add seven (7) feet to the surface width. | |||||
*** | Minimum right-of-way shall be three (3) feet behind back of curb on both sides, required sidewalks and any open drainage may be located within right-of-way or easement. | |||||
**** | Right-of-way: Zero (0) feet for private access alleys, twenty (20) feet for dedicated public access alleys. | |||||
Figure 7-1 Major Local Access Street (> 2,500 vehicles per day) with curbs but no parking (not to scale) |
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Figure 7-2 Local Access Street (2,000 — 2,500 vehicles per day) with curbs and parking on one (1) side (not to scale) |
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Figure 7-3 Local Access Street (400 — 1,519 vehicles per day) with curbs but no parking (not to scale) |
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Table 7-5. Minimum Design Standards for One-Way and Median Divided Streets | ||||||
|---|---|---|---|---|---|---|
Type of Street | Vehicles per Day | Drainage Type | Minimum Shoulder Width, if used (left/right) | Total Improved Survace Width** | Minimum ROW*** | |
No Parking | Parking — one side | |||||
Major local access | >2,500 | a/b | 4'/8' | 15' | 25' | 21' |
Local access street | 2,000—2,500 | b | NA | 13' | 24' | 19' |
1,520—1,999 | b | NA | 13' | 24' | 19' | |
400—1,519 | a/b | 2'/5' | 13' | 24' | 19' | |
<400 | a/b | 0'/2' | 13' | 24' | 19' | |
Local access alley | <400 | a | 0'/0' | 10' | 24' | 0''/20'**** |
a | Open, streetside drainage swales or ditches are allowed for streets adjacent to residential lots one (1) acre in size or larger. | |||||
b | Curbs and gutters are required | |||||
** | All pavement measurements taken from back of curb to back of curb if present. Total improved surface width includes shoulders, where present. Where permitted, the shoulder areas can also accommodate all or part or the required parking lane width(s). If parking is added to the second (2nd) side, add seven (7) feet to the surface width. | |||||
*** | Minimum right-of-way shall be three (3) feet behind back of curb on both sides, required sidewalks and any open drainage may be located within right-of-way or easement. | |||||
**** | Right-of-way: Zero (0) feet for private access alleys, twenty (20) feet for dedicated public access alleys. | |||||
Table 7-6. Pavement Thickness | |||||
|---|---|---|---|---|---|
Traffic Volume Category | Pavement Type | Concrete1 | Asphalt2 | Combination2, 3 | Alt. Option4 |
Heavy/Industrial (HI) | Concrete | 8 | |||
Asphalt surface | 2 | 2 | |||
Asphalt base | 7 | ||||
Concrete base | 7 | ||||
Rock base | 4 | 4 | 4 | ||
High Volume (HV) | Concrete | 7 | |||
Asphalt surface | 2 | 2 | |||
Asphalt base | 6 | ||||
Concrete base | 6 | ||||
Rock base | 4 | 4 | 4 | ||
Medium Volume (MV) | Concrete | 6 | |||
Asphalt surface | 2 | 2 | |||
Asphalt base | 5 | ||||
Concrete base | 5 | ||||
Rock base | 4 | 4 | 4 | ||
Low Volume (LV) | Concrete | 6 | |||
Asphalt surface | 2 | 2 | |||
Asphalt base | 4 | ||||
Concrete base | 5 | ||||
Rock base | 4 | 4 | 4 | ||
Very Low Volume (VLV) | Concrete | 6 | |||
Asphalt surface | 2 | 2 | 3 | ||
Asphalt base | 3 | ||||
Concrete base | 5 | ||||
Rock base | 4 | 4 | 4 | 8 | |
1 | All concrete streets shall be a six (6) sack mix with four thousand (4,000) p.s.i., twenty-eight (28) day strength. A three (3) inch slump is the maximum. Details shall be subject to approval by the County. |
2 | Thickness is of compacted asphalt. For asphalt streets, no layer shall have a compacted thickness of greater than four (4) inches. |
3 | For combination pavement, all concrete shall be a five and one-half (5½) sack mix with a four thousand (4,000) p.s.i., twenty-eight (28) day strength. A three (3) inch slump is the maximum. Details shall be subject to approval by the County. |
4 | Alternative Option may only be used in the "RA-5" and "LR-2" zone districts for developments less than fifty (50) lots and with each lot being four (4) or more acres in size. Any proposed alternative method shall not have less than three (3) inches of asphalt. |
Table 7-7. Daily Traffic Volume by Zone District | ||||
|---|---|---|---|---|
Zone District | Daily Traffic Volume | |||
<400 | 400 — 1,519 | 1,519 — 2,500 | >2,500 | |
"RA-5" | VLV | LV | MV | HV |
"LR-2" | VLV | LV | MV | HV |
"R-40" | VLV | LV | MV | HV |
"R-20" | VLV | LV | MV | HV |
"R-10" | VLV | LV | MV | HV |
"PR-1" | VLV | LV | MV | HV |
"PR-2" | VLV | LV | MV | HV |
"NC-1" | LV | MV | MV | HV |
"PC" | LV | MV | MV | HV |
"CC-2" | LV | MV | HV | HV |
"PB" | LV | MV | HV | HI |
"NPI" | MV | HV | HV | HV |
"PI" | HV | HV | HV | HI |
VLV | = | Very Low Volume |
LV | = | Low Volume |
MV | = | Medium Volume |
HV | = | High Volume |
HI | = | High Volume |
Streets in the "PM" District shall use the most applicable pavement type based upon use (residential, commercial, etc.) and daily traffic volume. |
Table 7-8. Additional Design Standards for Streets | ||||||
|---|---|---|---|---|---|---|
Type of Street | Maximum percent grade of a street | Minimum horizontal radius of curve | Minimum length of vertical curve on a street in feet | Minimum length of tangent between horizontal reverse curves | ||
Minimum length | Feet for each algebraic difference in grade (K factor) | |||||
Major local access | 12% | 100 feet | 75 feet | but not less than | 30 feet | 100 feet |
Local access | 14% | 100 feet | 50 feet | but not less than | 20 feet | 0 feet |
Local alley access | 14% | 50 feet | 50 feet | but not less than | 10 feet | 0 feet |
Table 7-9. Intersection of Functionally Classified Streets | |||
|---|---|---|---|
Type of Street | Minimum Corner Radius | ||
Local Access Alley | to | Any Street | 5' |
Local Access or Major Local Access | to | Local Access or Major Local Access | 15' |
Local Access or Major Local Access | to | County Maintained Street | 30' |
NOTE: Measurement taken at back of curb. | |||
Figure 7-4 Intersection Clear Sight Distance | |
|---|---|
In the case of vertical sight distance, a minimum one (1) foot clearance between the direct line of sight and the crest of the roadway is required. If the determination is impractical to measure in the field, it must be demonstrated on a design plan sheet illustrating a cross section view of sight distance as described above. |
Table 7-11. Minimum and Maximum Width of Driveway by Type and Volume of Use (excluding radii) for Multi-Family Residential and Non-Residential Uses | ||
|---|---|---|
Type of Development | Minimum Width | Maximum Width |
Multi-Family Residential | ||
One-way access | Per plan | 30' |
Two-way access | Per plan | 39' |
Low Volume | ||
One-way access | 20' * | 20' * |
Two-way access | 26' ** | 42' ** |
Medium Volume | ||
One-way access | 20' * | 30' ** |
Two-way access | 36' *** | 54' **** |
High Volume/Heavy Industrial | ||
One-way access | 24' * | 30' * |
Two-way access | 36' *** | 60' ***** |
* | One lane |
** | Two lane |
*** | Three lane |
**** | Four lane |
***** | Five lane |
The minimum width for a driveway required by Table 7-11 shall extend the entire throat length as required per Section 400.2630. |
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Where non-residential or multi-family residential developments enter onto a State or County maintained street, the entrance pavement that is located in the State or County right-of-way is subject to Section 400.2560, Street Standards — Minimum Pavement Standards for pavement thickness and Section 400.2610, Driveway Requirements — Width for pavement width. |
Table 7-12. Driveway Corner Clearance | ||
|---|---|---|
Type of Street | "RA-5", "LR-2", "R-40", "R-20", "R-7", "R-10", "PM", "PR-1", "PR-2" | "NC-1", "PC", "CC-2", "PB", "NPI, "PI" |
County | 125' | 125' |
Major local access | None | 50' |
Local access | None | 40' |
Local alley access | None | 30' |
Corner clearance shall be measured from the edge of the travel lane to the edge of driveway. |
Table 7-13. Sidewalk Requirements | ||
|---|---|---|
Type of Street | Zoning | Sidewalk Requirement |
Local access alley | All zones | None |
Local access street | Residential built at 1 unit (or less) per acre | None |
Residential built at more than 1 unit per acre | One side of street | |
"PR-1", "PR-2" | Per plan | |
"NC-1", "CC-2" | Both sides of street | |
"PC", "PM", "PB" | Per plan | |
"NPI" | None | |
"PI" | Per plan | |
Major local access street | Residential built at 1 unit (or less) per acre | None |
Residential built at more than 1 units per acre | Both sides of street | |
"PR-1", "PR-2" | Per plan | |
"NC-1", "CC-2" | Both sides of street | |
"PC", "PM", "PB" | Per plan | |
"NPI", "PI" | None | |
Sidewalks shall be constructed of concrete five (5) feet wide unless otherwise specified in this Article. |
Table 7-15. Open Space Design Calculation | ||||||
|---|---|---|---|---|---|---|
Zoning District | Units/ Acres | Min. Lot Size | 20% Open Space | 30% Open Space | 40% Open Space | 50% Open Space |
"RA-5" | 1 per 5 acres | 5 acres | 4 acres | 3 acres | 2 acres | 1 acre |
"LR-2" | 1 per 2 acres | 2 acres | 60,000 sf | 40,000 sf | 30,000 sf | 20,000 sf |
"R-40" | 1 per 1 acre | 1 acre | 32,000 sf | 28,000 sf | 24,000 sf | 18,000 sf |
"R-20" | 2 per 1 acre | 20,000 sf | 16,000 sf | 14,000 sf | 11,000 sf | 9,000 sf |
"R-10" | 4 per 1 acre | 10,000 sf | 9,000 sf | 8,000 sf | 7,000 sf | 6,500 sf |
sf = square feet | ||||||
Setback Reduction When Using Open Space Design Calculation. Front and rear yard setbacks for lots utilizing the open space design standard may be reduced up to the same percentage of open space dedicated. For example, the setbacks for a lot in the "R-20" District are thirty (30) feet for the front yard and thirty (30) feet in the rear yard. If an "R-20" development utilizes the open space design and dedicates fifty percent (50%) to open space, then the front and rear yard setbacks could be reduced up to fifty percent (50%); therefore having fifteen (15) foot front yard setbacks and fifteen (15) foot rear yard setbacks. No reduction is permitted in the side yard setback. |
Minimum Lot Width Reduction When Using Open Space Design Calculation. The minimum lot width for lot sizes less than ten thousand (10,000) square feet when using the open space design calculation may be reduced to thirty-five (35) feet. |
Table 7-16. Density Bonus Calculation | ||||||||
|---|---|---|---|---|---|---|---|---|
Dedicated Public Land Bonus | ||||||||
Zoning District | Dedicated Private Recreation Facility Bonus | Dedicated Public Building Bonus | 20 or more acres | Less than 20 acres | Dedicated Public Park Bonus | Restored Public or Private Land Bonus | Un-developed Develop-able Space Bonus | Maximum Total Bonus |
Table 7-16. Density Bonus Calculation | ||||||||
"RA-5" | 5% | 10% | 10% | 5% | 10% | 5% | 0% | 40% |
"LR-2" | 5% | 10% | 10% | 5% | 10% | 5% | 0% | 40% |
"R-40" | 5% | 5% | 5% | 1% | 5% | 5% | 5% | 30% |
"R-20" | 5% | 5% | 5% | 1% | 5% | 5% | 5% | 30% |
"R-10" | 5% | 5% | 5% | 1% | 5% | 5% | 5% | 30% |
Figure 7-8 Open Space Design and Density Bonus — Example | |
|---|---|
The following is an example of how Division 9, Open Space Design and Density Bonus Standards, should work: | |
A developer proposes to plat one hundred (100) acres that is zoned "R-20" District. This district has a minimum lot size of twenty thousand (20,000) square feet, a density of two (2) lots per acre. The total lot count is therefore a maximum of two hundred (200) lots. | |
The developer chooses an open space design under Table 7-15. Thirty percent (30%) dedicated open space can be provided. This will allow a reduction of lot sizes to fourteen thousand (14,000) square feet minimum, but does not allow any increase in lot count. The total number of lots available remains at two hundred (200). | |
The developer also chooses a public dedication under Table 7-16. Suppose five (5) acres are dedicated for a public park. This dedication is rewarded with a five percent (5%) increase in lot density. The developer also chooses to construct a park shelter building with running water and toilet facilities. This dedication is rewarded with a five percent (5%) increase in lot density. Now, multiply the permitted number of lots from above by ten percent (10%) for the two (2) five percent (5%) dedications. [200 X 10% = 20]. Therefore, for these public dedications, the development is allowed to increase lot count to a maximum of two hundred twenty (220) lots. | |
Development Design Standards
Official Master Plan Development Pattern | Design Standards | |
|---|---|---|
Rural | None. See Section 400.2200 | |
Rural cluster | None. See Section 400.2200 | |
Large lot | Suburban | |
Suburban | Suburban | |
Mixed use | Mixed use | |
Mixed use addition | Mixed use | |
Infill | Mixed use, suburban or industrial — dependent on infill site | |
Industrial | Industrial |
The design standards supplement and enhance the use, density and district standards associated with the individual zoning districts and are provided as a tool to be used by developers and property owners intending to improve or modify their property. These standards reflect required, permitted and recommended standards of site design. Failure to meet any required standards indicated by "shall" or "must" or failure to attain any other applicable variance from a required standard could result in denial of a development plan. Permitted and recommended standards, indicated by "may" and "should", are intended to guide site design to a desired end result, rather than prescribe site design. |
Table 7-1. Lighting Requirements | ||||
|---|---|---|---|---|
Basic1 | Enhanced Security2 | |||
Minimum foot-candles on pavement3 | 0.2 fc | 0.5 fc | ||
Maximum foot-candles on pavement | 4.0 fc | 7.5 fc | ||
Uniformity ratio, maximum:minimum4 | 20:1 | 15:1 | ||
Minimum foot-candles at 5 feet above pavement5 | 0.1 fc | 0.25 fc | ||
fc = foot-candles | ||||
1 | For typical conditions. During periods of non-use, the illuminance of certain parking facilities should be turned off or reduced to conserve energy. If reduced lighting is to be used only for the purpose of property security, it is desirable that the minimum (low point) value not be less than one-tenth (0.1) foot-candle. Reductions should not be applied to facilities subject to intermittent night use, such as at apartments, hospitals and transportation terminals. | |||
2 | The enhanced security lighting level should be used when personal security is an issue, such as where the parking facility is used during all hours of the day and night, where special security needs exist or where vandalism or crime are possible. | |||
3 | Measured on the parking surface, without any shadowing effect from parked vehicles or trees at points of measurement. | |||
4 | The highest horizontal illuminance point at grade, divided by the lowest horizontal illuminance point or area should not be greater than the values shown. | |||
5 | Measured at five (5.0) feet above the parking surface at the point of the lowest horizontal illuminance, excluding facing outward along boundaries. | |||
Table 7-2. Security Lighting Application | |||
|---|---|---|---|
Location | Average Horizontal Illumination Level on Ground | ||
Large open areas | 0.5 — 2.0 fc 1 | ||
Buildings | 0.5 — 2.0 fc 1 | ||
Perimeter fence | 0.5 fc | ||
Entrances | 3 fc | ||
Pedestrian pathways and access routes | 4 — 6 fc | ||
fc = foot-candle | |||
|---|---|---|---|
1 | The greater the brightness of the surrounding area, the higher the illuminance required to balance the brightness. | ||
Table 7-3. Trip Generation Estimates | ||
|---|---|---|
Daily Traffic Volume | Dwelling Units Served | |
Less than 400 | Under 50 dwelling units | |
400 — 1,519 | 50 — 189 dwelling units | |
1,520 — 1,999 | 190 — 249 dwelling units | |
2,000 — 2,500 | 250 — 315 dwelling units | |
Over 2,500 | Over 315 dwelling units | |
Trip generation for non-residential or mixed development shall be determined using the ITE Trip Generation Manual. The most current version of the ITE Trip Generation Manual shall be used. |
Table 7-4. Minimum Design Standards for Two-Way Streets | |||||||
|---|---|---|---|---|---|---|---|
Type of Street | Vehicles per Day | Drainage Type | Minimum Shoulder Width, if used | Total Improved Surface Width** | Minimum ROW*** | ||
No Parking | Parking — one side | ||||||
Major local access | >2,500 | a/b | 8' | 26' | 36' | 32' | |
Local access street | 2,000 — 2,500 | b | NA | 26' | 34' | 32' | |
1,520 — 1,999 | b | NA | 24' | 28' | 30' | ||
400 — 1,519 | a/b | 5' | 22' | 28' | 28' | ||
<400 | a/b | 2' | 20' | 28' | 26' | ||
Local access alley | <400 | a | 0' | 14' | 26' | 0'/20'**** | |
a | Open, streetside drainage swales or ditches are allowed for streets adjacent to residential lots one (1) acre in size or larger. | |||||
b | Curbs and gutters are required | |||||
** | All pavement measurements taken from back of curb to back of curb if present. Total improved surface width includes shoulders, where present. Where permitted, the shoulder areas can also accommodate all or part or the required parking lane width(s). If parking is added to the second (2nd) side, add seven (7) feet to the surface width. | |||||
*** | Minimum right-of-way shall be three (3) feet behind back of curb on both sides, required sidewalks and any open drainage may be located within right-of-way or easement. | |||||
**** | Right-of-way: Zero (0) feet for private access alleys, twenty (20) feet for dedicated public access alleys. | |||||
Figure 7-1 Major Local Access Street (> 2,500 vehicles per day) with curbs but no parking (not to scale) |
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Figure 7-2 Local Access Street (2,000 — 2,500 vehicles per day) with curbs and parking on one (1) side (not to scale) |
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Figure 7-3 Local Access Street (400 — 1,519 vehicles per day) with curbs but no parking (not to scale) |
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Table 7-5. Minimum Design Standards for One-Way and Median Divided Streets | ||||||
|---|---|---|---|---|---|---|
Type of Street | Vehicles per Day | Drainage Type | Minimum Shoulder Width, if used (left/right) | Total Improved Survace Width** | Minimum ROW*** | |
No Parking | Parking — one side | |||||
Major local access | >2,500 | a/b | 4'/8' | 15' | 25' | 21' |
Local access street | 2,000—2,500 | b | NA | 13' | 24' | 19' |
1,520—1,999 | b | NA | 13' | 24' | 19' | |
400—1,519 | a/b | 2'/5' | 13' | 24' | 19' | |
<400 | a/b | 0'/2' | 13' | 24' | 19' | |
Local access alley | <400 | a | 0'/0' | 10' | 24' | 0''/20'**** |
a | Open, streetside drainage swales or ditches are allowed for streets adjacent to residential lots one (1) acre in size or larger. | |||||
b | Curbs and gutters are required | |||||
** | All pavement measurements taken from back of curb to back of curb if present. Total improved surface width includes shoulders, where present. Where permitted, the shoulder areas can also accommodate all or part or the required parking lane width(s). If parking is added to the second (2nd) side, add seven (7) feet to the surface width. | |||||
*** | Minimum right-of-way shall be three (3) feet behind back of curb on both sides, required sidewalks and any open drainage may be located within right-of-way or easement. | |||||
**** | Right-of-way: Zero (0) feet for private access alleys, twenty (20) feet for dedicated public access alleys. | |||||
Table 7-6. Pavement Thickness | |||||
|---|---|---|---|---|---|
Traffic Volume Category | Pavement Type | Concrete1 | Asphalt2 | Combination2, 3 | Alt. Option4 |
Heavy/Industrial (HI) | Concrete | 8 | |||
Asphalt surface | 2 | 2 | |||
Asphalt base | 7 | ||||
Concrete base | 7 | ||||
Rock base | 4 | 4 | 4 | ||
High Volume (HV) | Concrete | 7 | |||
Asphalt surface | 2 | 2 | |||
Asphalt base | 6 | ||||
Concrete base | 6 | ||||
Rock base | 4 | 4 | 4 | ||
Medium Volume (MV) | Concrete | 6 | |||
Asphalt surface | 2 | 2 | |||
Asphalt base | 5 | ||||
Concrete base | 5 | ||||
Rock base | 4 | 4 | 4 | ||
Low Volume (LV) | Concrete | 6 | |||
Asphalt surface | 2 | 2 | |||
Asphalt base | 4 | ||||
Concrete base | 5 | ||||
Rock base | 4 | 4 | 4 | ||
Very Low Volume (VLV) | Concrete | 6 | |||
Asphalt surface | 2 | 2 | 3 | ||
Asphalt base | 3 | ||||
Concrete base | 5 | ||||
Rock base | 4 | 4 | 4 | 8 | |
1 | All concrete streets shall be a six (6) sack mix with four thousand (4,000) p.s.i., twenty-eight (28) day strength. A three (3) inch slump is the maximum. Details shall be subject to approval by the County. |
2 | Thickness is of compacted asphalt. For asphalt streets, no layer shall have a compacted thickness of greater than four (4) inches. |
3 | For combination pavement, all concrete shall be a five and one-half (5½) sack mix with a four thousand (4,000) p.s.i., twenty-eight (28) day strength. A three (3) inch slump is the maximum. Details shall be subject to approval by the County. |
4 | Alternative Option may only be used in the "RA-5" and "LR-2" zone districts for developments less than fifty (50) lots and with each lot being four (4) or more acres in size. Any proposed alternative method shall not have less than three (3) inches of asphalt. |
Table 7-7. Daily Traffic Volume by Zone District | ||||
|---|---|---|---|---|
Zone District | Daily Traffic Volume | |||
<400 | 400 — 1,519 | 1,519 — 2,500 | >2,500 | |
"RA-5" | VLV | LV | MV | HV |
"LR-2" | VLV | LV | MV | HV |
"R-40" | VLV | LV | MV | HV |
"R-20" | VLV | LV | MV | HV |
"R-10" | VLV | LV | MV | HV |
"PR-1" | VLV | LV | MV | HV |
"PR-2" | VLV | LV | MV | HV |
"NC-1" | LV | MV | MV | HV |
"PC" | LV | MV | MV | HV |
"CC-2" | LV | MV | HV | HV |
"PB" | LV | MV | HV | HI |
"NPI" | MV | HV | HV | HV |
"PI" | HV | HV | HV | HI |
VLV | = | Very Low Volume |
LV | = | Low Volume |
MV | = | Medium Volume |
HV | = | High Volume |
HI | = | High Volume |
Streets in the "PM" District shall use the most applicable pavement type based upon use (residential, commercial, etc.) and daily traffic volume. |
Table 7-8. Additional Design Standards for Streets | ||||||
|---|---|---|---|---|---|---|
Type of Street | Maximum percent grade of a street | Minimum horizontal radius of curve | Minimum length of vertical curve on a street in feet | Minimum length of tangent between horizontal reverse curves | ||
Minimum length | Feet for each algebraic difference in grade (K factor) | |||||
Major local access | 12% | 100 feet | 75 feet | but not less than | 30 feet | 100 feet |
Local access | 14% | 100 feet | 50 feet | but not less than | 20 feet | 0 feet |
Local alley access | 14% | 50 feet | 50 feet | but not less than | 10 feet | 0 feet |
Table 7-9. Intersection of Functionally Classified Streets | |||
|---|---|---|---|
Type of Street | Minimum Corner Radius | ||
Local Access Alley | to | Any Street | 5' |
Local Access or Major Local Access | to | Local Access or Major Local Access | 15' |
Local Access or Major Local Access | to | County Maintained Street | 30' |
NOTE: Measurement taken at back of curb. | |||
Figure 7-4 Intersection Clear Sight Distance | |
|---|---|
In the case of vertical sight distance, a minimum one (1) foot clearance between the direct line of sight and the crest of the roadway is required. If the determination is impractical to measure in the field, it must be demonstrated on a design plan sheet illustrating a cross section view of sight distance as described above. |
Table 7-11. Minimum and Maximum Width of Driveway by Type and Volume of Use (excluding radii) for Multi-Family Residential and Non-Residential Uses | ||
|---|---|---|
Type of Development | Minimum Width | Maximum Width |
Multi-Family Residential | ||
One-way access | Per plan | 30' |
Two-way access | Per plan | 39' |
Low Volume | ||
One-way access | 20' * | 20' * |
Two-way access | 26' ** | 42' ** |
Medium Volume | ||
One-way access | 20' * | 30' ** |
Two-way access | 36' *** | 54' **** |
High Volume/Heavy Industrial | ||
One-way access | 24' * | 30' * |
Two-way access | 36' *** | 60' ***** |
* | One lane |
** | Two lane |
*** | Three lane |
**** | Four lane |
***** | Five lane |
The minimum width for a driveway required by Table 7-11 shall extend the entire throat length as required per Section 400.2630. |
|---|
Where non-residential or multi-family residential developments enter onto a State or County maintained street, the entrance pavement that is located in the State or County right-of-way is subject to Section 400.2560, Street Standards — Minimum Pavement Standards for pavement thickness and Section 400.2610, Driveway Requirements — Width for pavement width. |
Table 7-12. Driveway Corner Clearance | ||
|---|---|---|
Type of Street | "RA-5", "LR-2", "R-40", "R-20", "R-7", "R-10", "PM", "PR-1", "PR-2" | "NC-1", "PC", "CC-2", "PB", "NPI, "PI" |
County | 125' | 125' |
Major local access | None | 50' |
Local access | None | 40' |
Local alley access | None | 30' |
Corner clearance shall be measured from the edge of the travel lane to the edge of driveway. |
Table 7-13. Sidewalk Requirements | ||
|---|---|---|
Type of Street | Zoning | Sidewalk Requirement |
Local access alley | All zones | None |
Local access street | Residential built at 1 unit (or less) per acre | None |
Residential built at more than 1 unit per acre | One side of street | |
"PR-1", "PR-2" | Per plan | |
"NC-1", "CC-2" | Both sides of street | |
"PC", "PM", "PB" | Per plan | |
"NPI" | None | |
"PI" | Per plan | |
Major local access street | Residential built at 1 unit (or less) per acre | None |
Residential built at more than 1 units per acre | Both sides of street | |
"PR-1", "PR-2" | Per plan | |
"NC-1", "CC-2" | Both sides of street | |
"PC", "PM", "PB" | Per plan | |
"NPI", "PI" | None | |
Sidewalks shall be constructed of concrete five (5) feet wide unless otherwise specified in this Article. |
Table 7-15. Open Space Design Calculation | ||||||
|---|---|---|---|---|---|---|
Zoning District | Units/ Acres | Min. Lot Size | 20% Open Space | 30% Open Space | 40% Open Space | 50% Open Space |
"RA-5" | 1 per 5 acres | 5 acres | 4 acres | 3 acres | 2 acres | 1 acre |
"LR-2" | 1 per 2 acres | 2 acres | 60,000 sf | 40,000 sf | 30,000 sf | 20,000 sf |
"R-40" | 1 per 1 acre | 1 acre | 32,000 sf | 28,000 sf | 24,000 sf | 18,000 sf |
"R-20" | 2 per 1 acre | 20,000 sf | 16,000 sf | 14,000 sf | 11,000 sf | 9,000 sf |
"R-10" | 4 per 1 acre | 10,000 sf | 9,000 sf | 8,000 sf | 7,000 sf | 6,500 sf |
sf = square feet | ||||||
Setback Reduction When Using Open Space Design Calculation. Front and rear yard setbacks for lots utilizing the open space design standard may be reduced up to the same percentage of open space dedicated. For example, the setbacks for a lot in the "R-20" District are thirty (30) feet for the front yard and thirty (30) feet in the rear yard. If an "R-20" development utilizes the open space design and dedicates fifty percent (50%) to open space, then the front and rear yard setbacks could be reduced up to fifty percent (50%); therefore having fifteen (15) foot front yard setbacks and fifteen (15) foot rear yard setbacks. No reduction is permitted in the side yard setback. |
Minimum Lot Width Reduction When Using Open Space Design Calculation. The minimum lot width for lot sizes less than ten thousand (10,000) square feet when using the open space design calculation may be reduced to thirty-five (35) feet. |
Table 7-16. Density Bonus Calculation | ||||||||
|---|---|---|---|---|---|---|---|---|
Dedicated Public Land Bonus | ||||||||
Zoning District | Dedicated Private Recreation Facility Bonus | Dedicated Public Building Bonus | 20 or more acres | Less than 20 acres | Dedicated Public Park Bonus | Restored Public or Private Land Bonus | Un-developed Develop-able Space Bonus | Maximum Total Bonus |
Table 7-16. Density Bonus Calculation | ||||||||
"RA-5" | 5% | 10% | 10% | 5% | 10% | 5% | 0% | 40% |
"LR-2" | 5% | 10% | 10% | 5% | 10% | 5% | 0% | 40% |
"R-40" | 5% | 5% | 5% | 1% | 5% | 5% | 5% | 30% |
"R-20" | 5% | 5% | 5% | 1% | 5% | 5% | 5% | 30% |
"R-10" | 5% | 5% | 5% | 1% | 5% | 5% | 5% | 30% |
Figure 7-8 Open Space Design and Density Bonus — Example | |
|---|---|
The following is an example of how Division 9, Open Space Design and Density Bonus Standards, should work: | |
A developer proposes to plat one hundred (100) acres that is zoned "R-20" District. This district has a minimum lot size of twenty thousand (20,000) square feet, a density of two (2) lots per acre. The total lot count is therefore a maximum of two hundred (200) lots. | |
The developer chooses an open space design under Table 7-15. Thirty percent (30%) dedicated open space can be provided. This will allow a reduction of lot sizes to fourteen thousand (14,000) square feet minimum, but does not allow any increase in lot count. The total number of lots available remains at two hundred (200). | |
The developer also chooses a public dedication under Table 7-16. Suppose five (5) acres are dedicated for a public park. This dedication is rewarded with a five percent (5%) increase in lot density. The developer also chooses to construct a park shelter building with running water and toilet facilities. This dedication is rewarded with a five percent (5%) increase in lot density. Now, multiply the permitted number of lots from above by ten percent (10%) for the two (2) five percent (5%) dedications. [200 X 10% = 20]. Therefore, for these public dedications, the development is allowed to increase lot count to a maximum of two hundred twenty (220) lots. | |