Parking
General Land Use Category | Weekday | Weekend | ||||
|---|---|---|---|---|---|---|
12:00 A.M. to 7:00 A.M. | 7:00 A.M. to 6:00 P.M. | 6:00 P.M. to 12:00 A.M. | 12:00 A.M. to 7:00 A.M. | 7:00 A.M. to 6:00 P.M. | 6:00 P.M. to 12:00 A.M. | |
Office and industrial | 5% | 100% | 5% | 0% | 5% | 0% |
Retail | 5% | 100% | 80% | 5% | 100% | 60% |
Restaurant | 50% | 70% | 100% | 70% | 50% | 100% |
Hotel | 100% | 65% | 100% | 100% | 65% | 100% |
Residential | 100% | 50% | 80% | 100% | 75% | 75% |
Theater/ entertainment | 5% | 20% | 100% | 5% | 50% | 100% |
Place of assembly | 0% | 30% | 50% | 0% | 100% | 75% |
Facility Size (sf) | Required Off-Street Loading Spaces | |
|---|---|---|
Number | Size (feet) | |
0 to 19,999 | 1 | 10 x 25 |
20,000 to 24,999 | 2 | 10 x 25 |
25,000 to 39,999 | 3 | 10 x 70 |
40,000 to 99,999 | 4 | 10 x 70 |
100,000 to 250,000 | 5 | 10 x 70 |
Each add'l 200,000 or fraction thereof | 1 | 10 x 25 |
Activity Type | Minimum Stacking Spaces (including space at point of service) | Measured from the stacking lane entry to the following point of service | |
|---|---|---|---|
ATM | 3 | ATM | |
Bank teller lane | 4 | Teller window | |
Car wash bay | 4 | Bay | |
Dry cleaning/laundry drive-through | 3 | Pickup window | |
Gasoline fueling | 2 | Fuel pump | |
Pharmacy pickup | 3 | Pickup window | |
Restaurant drive-through with combined order/pickup window | 6 per order/pickup window | Order/pickup window | |
Restaurant drive-through with separate order/pickup window | 4, plus | Each pickup window | |
6 or | Order point closest to stacking lane entry for each undivided order lane | ||
4 | Order point closest to stacking lane entry for each divided order lane | ||
Other | Determined by Community Development Planner in consideration of a traffic study | ||
Parking Angle (degrees) | Stalls Served by Aisle | Traffic Flow | Aisle Width (feet) | |
|---|---|---|---|---|
90 | One side | One- or two-way | 24 | |
90 | Two sides | Two-way | 24 | |
45 | One side | One-way | 16 | |
60 | One side | One-way | 16 | |
45 | Two sides | One-way | 16 | |
60 | Two sides | One-way | 20 | |
45 | Two sides | Two-way | 20 | |
60 | Two sides | Two-way | 20 |
Arterial | Collector | |
|---|---|---|
Driveway Spacing by Street Classification | Feet | |
Between street and driveway (edge to edge) | 200 | 150 |
Between driveways (edge to edge) | 100 | 125 |
Parking
General Land Use Category | Weekday | Weekend | ||||
|---|---|---|---|---|---|---|
12:00 A.M. to 7:00 A.M. | 7:00 A.M. to 6:00 P.M. | 6:00 P.M. to 12:00 A.M. | 12:00 A.M. to 7:00 A.M. | 7:00 A.M. to 6:00 P.M. | 6:00 P.M. to 12:00 A.M. | |
Office and industrial | 5% | 100% | 5% | 0% | 5% | 0% |
Retail | 5% | 100% | 80% | 5% | 100% | 60% |
Restaurant | 50% | 70% | 100% | 70% | 50% | 100% |
Hotel | 100% | 65% | 100% | 100% | 65% | 100% |
Residential | 100% | 50% | 80% | 100% | 75% | 75% |
Theater/ entertainment | 5% | 20% | 100% | 5% | 50% | 100% |
Place of assembly | 0% | 30% | 50% | 0% | 100% | 75% |
Facility Size (sf) | Required Off-Street Loading Spaces | |
|---|---|---|
Number | Size (feet) | |
0 to 19,999 | 1 | 10 x 25 |
20,000 to 24,999 | 2 | 10 x 25 |
25,000 to 39,999 | 3 | 10 x 70 |
40,000 to 99,999 | 4 | 10 x 70 |
100,000 to 250,000 | 5 | 10 x 70 |
Each add'l 200,000 or fraction thereof | 1 | 10 x 25 |
Activity Type | Minimum Stacking Spaces (including space at point of service) | Measured from the stacking lane entry to the following point of service | |
|---|---|---|---|
ATM | 3 | ATM | |
Bank teller lane | 4 | Teller window | |
Car wash bay | 4 | Bay | |
Dry cleaning/laundry drive-through | 3 | Pickup window | |
Gasoline fueling | 2 | Fuel pump | |
Pharmacy pickup | 3 | Pickup window | |
Restaurant drive-through with combined order/pickup window | 6 per order/pickup window | Order/pickup window | |
Restaurant drive-through with separate order/pickup window | 4, plus | Each pickup window | |
6 or | Order point closest to stacking lane entry for each undivided order lane | ||
4 | Order point closest to stacking lane entry for each divided order lane | ||
Other | Determined by Community Development Planner in consideration of a traffic study | ||
Parking Angle (degrees) | Stalls Served by Aisle | Traffic Flow | Aisle Width (feet) | |
|---|---|---|---|---|
90 | One side | One- or two-way | 24 | |
90 | Two sides | Two-way | 24 | |
45 | One side | One-way | 16 | |
60 | One side | One-way | 16 | |
45 | Two sides | One-way | 16 | |
60 | Two sides | One-way | 20 | |
45 | Two sides | Two-way | 20 | |
60 | Two sides | Two-way | 20 |
Arterial | Collector | |
|---|---|---|
Driveway Spacing by Street Classification | Feet | |
Between street and driveway (edge to edge) | 200 | 150 |
Between driveways (edge to edge) | 100 | 125 |