OFF-STREET PARKING, LOADING AND DRIVEWAY STANDARDS
The maximum paved area devoted to parking on properties zoned for one- or two-family dwellings shall not exceed 50 percent of the street yard unless a special exception has been granted by the board of adjustment consistent with the criteria described above in subsection (f)(3). |
Table 5-A. Parking Group Schedule | |
|---|---|
Group | Minimum Number of Off-Street Parking Spaces |
1 | 1 per unit |
2 | 1 per unit plus .5 per bedroom and 1 guest space per every 5 units |
3 | 2 per unit |
4 | 1 per 50 sq. ft. of gross floor area plus 12 |
5 | 1 per 100 sq. ft. of gross floor area |
6 | 1 per 200 sq. ft. of gross floor area |
7 | 1 per 250 sq. ft. of gross floor area |
8 | 1 per 300 sq. ft. of gross floor area |
9 | 1 per 400 sq. ft. of gross floor area |
10 | 1 per 500 sq. ft. of gross floor area |
11 | 1 per 600 sq. ft. of gross floor area |
12 | 1 per 800 sq. ft. of gross floor area |
13 | 1 per 1,000 sq. ft. of gross floor area |
14 | 1 per 1,000 sq. ft. of gross site area |
15 | 1 per 1,500 sq. ft. of gross site area |
16 | 1 per 3 students |
17 | 1 per 5 students |
18 | 1 per 15 students |
19 | 1 per 25 students |
20 | 1 per employee on largest shift |
21 | 1 per bay or pump island |
22 | 1 per 4 beds |
23 | 1 per 4 seats |
24 | 1 per 6 machines |
25 | 5 per hole |
26 | 5 per alley or table |
27 | 3 queuing spaces per bay or stall |
28 | 5 queuing spaces per bay or stall |
TABLE 5-A-1 MINIMUM PAVING STANDARDS | ||
|---|---|---|
Paving Class | ||
Pavement Use | 1 & 2 Family | Commercial, Industrial & Multifamily |
Motor Vehicle Parking, Maneuvering, Storage, Display, Staging, Etc. | 2 | 2 |
Temporary Motor Vehicle Parking Longer than 6 Weeks, Less than 1 Year | 2 | 2 |
Temporary Motor Vehicle Parking In Conjunction with Special Event (5 days to a max. duration of 90 days) | 1 | 1 |
Dumpster Pads and Approaches (Trash Collection Areas) | N/A | 5 |
Fire Lanes, Permanent | N/A | 5 |
Fire Lanes, Temporary Less than 1 Year | N/A | 3 |
Loading, Unloading, Mutual Access Drives | N/A | 5 |
Alleys | 5 | N/A |
Driveway, Within R.O.W. | 4 | 5 |
Driveway, Private Property | 2 | N/A |
Sidewalks, R.O.W., Easement or Private Property | 2 | 2 |
PAVING CLASS DESIGNATION | |
1. | Two (2) inch gravel minimum. |
2. | Concrete 4" thick, 3000 psi., #3 bars @ 24" centers each way. |
3. | Asphalt 2" Type “B” HMAC Base + 2" Type “D” HMAC Surface. |
4. | Concrete 5" thick, 550 psi. (flexural), #3 bars @ 18" centers each way. |
5. | Concrete 6" thick, 650 psi. (flexural), #4 bars @ 18" centers each way. |
GENERAL NOTES | |
A. | All subgrades for Class 3 and higher shall be stabilized with a minimum 6% hydrated lime slurry or cement slurry to a minimum depth of 6". Soils testing and analysis is required for Class 3 pavement and higher and Class 2 pavement in commercial, industrial and multifamily uses. Class 2 motor vehicle parking, maneuvering, storage, display and staging areas shall require a minimum of 6" scarified and compacted subgrade. Lime or cement stabilization are recommended. |
B. | Alternate designs may be required or permitted by the city engineer based upon proposed use and soil reports & analysis of a Texas Registered Professional Engineer. |
C. | Reinforcing steel shall be supported by chairs. |
D. | Two-inch extra depth concrete may be permitted in lieu of lime or cement stabilization in unique situations upon approval of the city engineer. |
E. | Temporary fire lanes shall only be permitted with the approval of the fire marshal’s office and shall conform to the design and layout criteria established by the fire marshal’s office. |
F. | Construction details for Pavement Classes 2-5 are provided in the city’s standard detail sheets. |
Table 5-B. Handicapped Space Schedule | |
|---|---|
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 1000 | 2 percent of total |
1,001 and over | 20 plus 1 for each 100 over 1,000 |
Gross Floor Area (square feet) | Minimum Required Spaces |
|---|---|
0 to 10,000 | 1 |
10,000 to 50,000 | 2 |
50,000 to 100,000 | 3 |
Each additional 100,000 | 1 |
Gross Floor Area (square feet) | Minimum Required Spaces |
|---|---|
Under 50,000 | 0 |
50,000 to 150,000 | 1 |
150,000 to 300,000 | 2 |
50,000 to 100,000 | 3 |
500,000 to 1,000,000 | 4 |
Each additional 500,000 | 1 |
Table 5-D. Minimum Clearance of Driveways From Nearest Intersecting Street Right-of-Way Line | |||
|---|---|---|---|
Type of Street Intersected | Type of Adjacent Street Intersected | Minimum on Departure | Clearance Distance on Approach |
Arterial | Arterial | 150 feet | 150 feet |
Arterial | Collector | 100 feet | 70 feet |
Arterial | Minor | 70 feet | 50 feet |
Collector | Arterial | 100 feet | 100 feet |
Collector | Collector | 70 feet | 50 feet |
Collector | Minor | 50 feet | 50 feet |
Minor | Arterial | 30 feet | 30 feet |
Minor | Collector | 20 feet | 20 feet |
Minor | Minor | 10 feet | 10 feet |
Table 5-E. Maximum Number of Driveways Allowed | |
|---|---|
Length of Public Street Frontage | Maximum Number of Driveway Openings |
200 feet or less | 1 |
200 feet or more | 1/200 feet |
Table 5-F. Minimum/Maximum Width of Driveways | |||
|---|---|---|---|
Driveway Type | Land Use | Minimum (feet) | Maximum (feet) |
Standard | Residential | 10 | 24 |
Standard | Commercial/multifamily | 25 | 40 |
Standard | Industrial | 30 | 50 |
One-way | Residential | n/a | n/a |
One-way | Commercial/multifamily | 15 | 25 |
One-way | Industrial | 15 | 25 |
Circular | Residential | 10 | 15 |
Circular | Commercial/multifamily | n/a | n/a |
Circular | Industrial | n/a | n/a |
Table 5-G. High Capacity Driveway-Minimum/Maximum Width | ||
|---|---|---|
Minimum (feet) | Maximum (feet) | |
Entrance lane | 16 | 24 |
Exit lane | ||
One lane | 12 | 16 |
Two lane | 24 | 24 |
Median (if applicable) | 4 | 10 |
Table 5-H. Minimum/Maximum Curb Radii | |||
|---|---|---|---|
Driveway Type | Radius (feet) | ||
Land Use | Minimum | Maximum | |
Standard | Residential | 5 | 15 |
Standard | Commercial/multifamily | 15 | 30 |
Standard | Industrial | 25 | 50 |
One-way | Residential | n/a | n/a |
One-way | Commercial/multifamily | 15 | 30 |
One-way | Industrial | 25 | 40 |
Circular residential | Outside radius | 5 | 15 |
Inside radius | 5 | 15 | |
Circular | Commercial/multifamily | n/a | n/a |
Circular | Industrial | n/a | n/a |
Table 5-I. Internal Storage Requirements | |
|---|---|
Number of Parking Spaces per Driveway | Minimum Storage Length (feet) Measured Back from Property Line |
Less than 50 | 18 |
50 to 200 | 50 |
More than 200 | 78 |
In the event any of the above criteria is met, the driveway shall be considered illegal and the city engineer may require driveway access to meet the requirements of this article. No certificate of occupancy shall be issued on property containing an illegal access driveway required to be discontinued under this section, unless and until all applicable standards contained in this chapter are met. |
OFF-STREET PARKING, LOADING AND DRIVEWAY STANDARDS
The maximum paved area devoted to parking on properties zoned for one- or two-family dwellings shall not exceed 50 percent of the street yard unless a special exception has been granted by the board of adjustment consistent with the criteria described above in subsection (f)(3). |
Table 5-A. Parking Group Schedule | |
|---|---|
Group | Minimum Number of Off-Street Parking Spaces |
1 | 1 per unit |
2 | 1 per unit plus .5 per bedroom and 1 guest space per every 5 units |
3 | 2 per unit |
4 | 1 per 50 sq. ft. of gross floor area plus 12 |
5 | 1 per 100 sq. ft. of gross floor area |
6 | 1 per 200 sq. ft. of gross floor area |
7 | 1 per 250 sq. ft. of gross floor area |
8 | 1 per 300 sq. ft. of gross floor area |
9 | 1 per 400 sq. ft. of gross floor area |
10 | 1 per 500 sq. ft. of gross floor area |
11 | 1 per 600 sq. ft. of gross floor area |
12 | 1 per 800 sq. ft. of gross floor area |
13 | 1 per 1,000 sq. ft. of gross floor area |
14 | 1 per 1,000 sq. ft. of gross site area |
15 | 1 per 1,500 sq. ft. of gross site area |
16 | 1 per 3 students |
17 | 1 per 5 students |
18 | 1 per 15 students |
19 | 1 per 25 students |
20 | 1 per employee on largest shift |
21 | 1 per bay or pump island |
22 | 1 per 4 beds |
23 | 1 per 4 seats |
24 | 1 per 6 machines |
25 | 5 per hole |
26 | 5 per alley or table |
27 | 3 queuing spaces per bay or stall |
28 | 5 queuing spaces per bay or stall |
TABLE 5-A-1 MINIMUM PAVING STANDARDS | ||
|---|---|---|
Paving Class | ||
Pavement Use | 1 & 2 Family | Commercial, Industrial & Multifamily |
Motor Vehicle Parking, Maneuvering, Storage, Display, Staging, Etc. | 2 | 2 |
Temporary Motor Vehicle Parking Longer than 6 Weeks, Less than 1 Year | 2 | 2 |
Temporary Motor Vehicle Parking In Conjunction with Special Event (5 days to a max. duration of 90 days) | 1 | 1 |
Dumpster Pads and Approaches (Trash Collection Areas) | N/A | 5 |
Fire Lanes, Permanent | N/A | 5 |
Fire Lanes, Temporary Less than 1 Year | N/A | 3 |
Loading, Unloading, Mutual Access Drives | N/A | 5 |
Alleys | 5 | N/A |
Driveway, Within R.O.W. | 4 | 5 |
Driveway, Private Property | 2 | N/A |
Sidewalks, R.O.W., Easement or Private Property | 2 | 2 |
PAVING CLASS DESIGNATION | |
1. | Two (2) inch gravel minimum. |
2. | Concrete 4" thick, 3000 psi., #3 bars @ 24" centers each way. |
3. | Asphalt 2" Type “B” HMAC Base + 2" Type “D” HMAC Surface. |
4. | Concrete 5" thick, 550 psi. (flexural), #3 bars @ 18" centers each way. |
5. | Concrete 6" thick, 650 psi. (flexural), #4 bars @ 18" centers each way. |
GENERAL NOTES | |
A. | All subgrades for Class 3 and higher shall be stabilized with a minimum 6% hydrated lime slurry or cement slurry to a minimum depth of 6". Soils testing and analysis is required for Class 3 pavement and higher and Class 2 pavement in commercial, industrial and multifamily uses. Class 2 motor vehicle parking, maneuvering, storage, display and staging areas shall require a minimum of 6" scarified and compacted subgrade. Lime or cement stabilization are recommended. |
B. | Alternate designs may be required or permitted by the city engineer based upon proposed use and soil reports & analysis of a Texas Registered Professional Engineer. |
C. | Reinforcing steel shall be supported by chairs. |
D. | Two-inch extra depth concrete may be permitted in lieu of lime or cement stabilization in unique situations upon approval of the city engineer. |
E. | Temporary fire lanes shall only be permitted with the approval of the fire marshal’s office and shall conform to the design and layout criteria established by the fire marshal’s office. |
F. | Construction details for Pavement Classes 2-5 are provided in the city’s standard detail sheets. |
Table 5-B. Handicapped Space Schedule | |
|---|---|
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 1000 | 2 percent of total |
1,001 and over | 20 plus 1 for each 100 over 1,000 |
Gross Floor Area (square feet) | Minimum Required Spaces |
|---|---|
0 to 10,000 | 1 |
10,000 to 50,000 | 2 |
50,000 to 100,000 | 3 |
Each additional 100,000 | 1 |
Gross Floor Area (square feet) | Minimum Required Spaces |
|---|---|
Under 50,000 | 0 |
50,000 to 150,000 | 1 |
150,000 to 300,000 | 2 |
50,000 to 100,000 | 3 |
500,000 to 1,000,000 | 4 |
Each additional 500,000 | 1 |
Table 5-D. Minimum Clearance of Driveways From Nearest Intersecting Street Right-of-Way Line | |||
|---|---|---|---|
Type of Street Intersected | Type of Adjacent Street Intersected | Minimum on Departure | Clearance Distance on Approach |
Arterial | Arterial | 150 feet | 150 feet |
Arterial | Collector | 100 feet | 70 feet |
Arterial | Minor | 70 feet | 50 feet |
Collector | Arterial | 100 feet | 100 feet |
Collector | Collector | 70 feet | 50 feet |
Collector | Minor | 50 feet | 50 feet |
Minor | Arterial | 30 feet | 30 feet |
Minor | Collector | 20 feet | 20 feet |
Minor | Minor | 10 feet | 10 feet |
Table 5-E. Maximum Number of Driveways Allowed | |
|---|---|
Length of Public Street Frontage | Maximum Number of Driveway Openings |
200 feet or less | 1 |
200 feet or more | 1/200 feet |
Table 5-F. Minimum/Maximum Width of Driveways | |||
|---|---|---|---|
Driveway Type | Land Use | Minimum (feet) | Maximum (feet) |
Standard | Residential | 10 | 24 |
Standard | Commercial/multifamily | 25 | 40 |
Standard | Industrial | 30 | 50 |
One-way | Residential | n/a | n/a |
One-way | Commercial/multifamily | 15 | 25 |
One-way | Industrial | 15 | 25 |
Circular | Residential | 10 | 15 |
Circular | Commercial/multifamily | n/a | n/a |
Circular | Industrial | n/a | n/a |
Table 5-G. High Capacity Driveway-Minimum/Maximum Width | ||
|---|---|---|
Minimum (feet) | Maximum (feet) | |
Entrance lane | 16 | 24 |
Exit lane | ||
One lane | 12 | 16 |
Two lane | 24 | 24 |
Median (if applicable) | 4 | 10 |
Table 5-H. Minimum/Maximum Curb Radii | |||
|---|---|---|---|
Driveway Type | Radius (feet) | ||
Land Use | Minimum | Maximum | |
Standard | Residential | 5 | 15 |
Standard | Commercial/multifamily | 15 | 30 |
Standard | Industrial | 25 | 50 |
One-way | Residential | n/a | n/a |
One-way | Commercial/multifamily | 15 | 30 |
One-way | Industrial | 25 | 40 |
Circular residential | Outside radius | 5 | 15 |
Inside radius | 5 | 15 | |
Circular | Commercial/multifamily | n/a | n/a |
Circular | Industrial | n/a | n/a |
Table 5-I. Internal Storage Requirements | |
|---|---|
Number of Parking Spaces per Driveway | Minimum Storage Length (feet) Measured Back from Property Line |
Less than 50 | 18 |
50 to 200 | 50 |
More than 200 | 78 |
In the event any of the above criteria is met, the driveway shall be considered illegal and the city engineer may require driveway access to meet the requirements of this article. No certificate of occupancy shall be issued on property containing an illegal access driveway required to be discontinued under this section, unless and until all applicable standards contained in this chapter are met. |