Performance Standards
Parking Angle | Stall Width | Skew Width | Stall Depth | Aisle Width |
|---|---|---|---|---|
90° | 9' 0" | 18' 0" | 24' 0" two-way | |
60° | 9' 0" | 10' 6" | 18' 0" | 16' 0" one-way only |
45° | 9' 0" | 12' 9" | 18' 0" | 12' 0" one-way only |
30° | 9' 0" | 17' 0" | 18' 0" | 12' 0" one-way only |
Parking Schedule | ||
|---|---|---|
Use | Number of Required Spaces | |
Apartments, condominiums | 2 per dwelling unit | |
Art gallery, museum, library | 5 per 1,000 square feet | |
Auto, truck repair | 5 per service bay | |
Bank | 4 per 1,000 square feet | |
Barber-, beauty shop | 3 per chair | |
Bed-and-breakfast | 1 per guest room | |
Campgrounds | 1 per campsite | |
Car, truck dealers | 5, plus 1 per 3,000 square feet of indoor or outdoor display | |
Child care | 1 per 4 children licensed for care | |
Church | 1 per 2 seats | |
Club, lodge | 1 per 4 members | |
Convenience store | 4 per 1,000 square feet | |
Convenience store with pumps | 4 per 1,000 square feet; 1/2 of service spaces at the gas pumps may be applied to meet not more than 1/2 of total parking required | |
Fast-food restaurant | 14 per 1,000 square feet or 1 per 2 seats | |
Funeral home | 1 per 100 square feet | |
General offices | 3 per 1,000 square feet | |
Governmental offices | 4 per 1,000 square feet | |
Home improvement, hardware | 3 per 1,000 square feet | |
Hospital/medical facility | 1 per 3 beds and each 2 employees per shift | |
Industrial park | 1.5 per 1,000 square feet | |
Library | 6.5 per 1,000 square feet | |
Light industrial | 1.5 per 1,000 square feet | |
Manufacturing | 1.5 per 1,000 square feet | |
Marina | 1 per 2 berths | |
Medical, dental office | 4 per 1,000 square feet | |
Motel | 1 per room | |
Nursing home | 1 per 3 rooms | |
Retail store | 4 per 1,000 square feet | |
Residential | 2 per dwelling unit, not including accessory dwelling units | |
Residential, multifamily dwelling designated as affordable housing development under § 170-31B | 2 per 3 dwelling units | |
Restaurant | 9 per 1,000 square feet or 1 per 3 seats | |
School, post-secondary | 1 per student and 1 per faculty and staff member | |
School, primary | 1.5 per classroom | |
School, secondary | 8 per classroom | |
Senior citizen multifamily | 1 per dwelling unit | |
Services | 4 per 1,000 square feet | |
Shopping center | 4 per 1,000 square feet | |
Sports club, health spa | 5 per 1,000 square feet | |
Theater, auditorium, assembly | 1 per 3 seats based on maximum capacity | |
Warehousing | 1.5 per 1,000 square feet | |
Other uses | Sufficient spaces to accommodate the normal parking demand as determined by the Planning Board | |
Road Design Standards | |||||
|---|---|---|---|---|---|
Requirement | Type of Road | ||||
Arterial | Collector | Minor Road | Private Road1 | Back Lot Driveway | |
Minimum right-of way width (feet) | 80 | 60 | 50 | 50 | 50 |
Minimum travel way width (feet) | 44 | 22 | 20 | 18 | 12 |
Sidewalk width | Cross reference § 170-54C(9) | ||||
Minimum grade | .5% | .5% | .5% | .5% | N/A |
Maximum grade | 5% | 6% | 8% | 10% | 12% |
Minimum center-line radius (feet) | 500 | 230 | 150 | 150 | N/A |
Minimum tangent between curves of reverse alignment (feet) | 200 | 100 | 50 | N/A | N/A |
Roadway crown (inches per foot) | 1/4 | 1/4 | 1/4 | 1/4 | N/A |
Minimum angle of road intersections2 | 90º | 90º | 75º | 75º | 75º |
Maximum grade within 75 feet of intersection | 2% | 2% | 2% | 2% | N/A |
Minimum curb radii at intersections (feet) | 30 | 20 | 15 | 15 | N/A |
Minimum right-of-way radii at intersections (feet) | 20 | 10 | 10 | 10 | 10 |
Minimum width of shoulders (each side) (feet) | 5 | 5 | 5 | 3 | 1 |
NOTES: | |
|---|---|
1 | A private road, which will serve fewer than four residences, shall have a minimum travel way of 12 feet with two-foot shoulders and a maximum grade of 12%. A private road, which will serve four to 10 residences, will have a minimum travel way of 16 feet with two three-foot shoulders and a maximum road grade of 12%. The number of residences shall not exceed the maximum number of residences based on travel way unless the travel way is widened pursuant to the provisions of § 170-54. |
2 | Road intersection angles shall be as close to 90º as feasible but no less than the listed angle. |
Design Speed (miles per hour) | |||||
|---|---|---|---|---|---|
20 | 25 | 30 | 35 | ||
Stopping Sight Distance (feet) | 125 | 150 | 200 | 250 | |
Posted speed (miles per hour) | ||||||||
|---|---|---|---|---|---|---|---|---|
20 | 25 | 30 | 35 | 40 | 45 | 50 | 55 | |
Sight distance (feet) | 155 | 200 | 250 | 305 | 360 | 425 | 495 | 570 |
Performance Standards
Parking Angle | Stall Width | Skew Width | Stall Depth | Aisle Width |
|---|---|---|---|---|
90° | 9' 0" | 18' 0" | 24' 0" two-way | |
60° | 9' 0" | 10' 6" | 18' 0" | 16' 0" one-way only |
45° | 9' 0" | 12' 9" | 18' 0" | 12' 0" one-way only |
30° | 9' 0" | 17' 0" | 18' 0" | 12' 0" one-way only |
Parking Schedule | ||
|---|---|---|
Use | Number of Required Spaces | |
Apartments, condominiums | 2 per dwelling unit | |
Art gallery, museum, library | 5 per 1,000 square feet | |
Auto, truck repair | 5 per service bay | |
Bank | 4 per 1,000 square feet | |
Barber-, beauty shop | 3 per chair | |
Bed-and-breakfast | 1 per guest room | |
Campgrounds | 1 per campsite | |
Car, truck dealers | 5, plus 1 per 3,000 square feet of indoor or outdoor display | |
Child care | 1 per 4 children licensed for care | |
Church | 1 per 2 seats | |
Club, lodge | 1 per 4 members | |
Convenience store | 4 per 1,000 square feet | |
Convenience store with pumps | 4 per 1,000 square feet; 1/2 of service spaces at the gas pumps may be applied to meet not more than 1/2 of total parking required | |
Fast-food restaurant | 14 per 1,000 square feet or 1 per 2 seats | |
Funeral home | 1 per 100 square feet | |
General offices | 3 per 1,000 square feet | |
Governmental offices | 4 per 1,000 square feet | |
Home improvement, hardware | 3 per 1,000 square feet | |
Hospital/medical facility | 1 per 3 beds and each 2 employees per shift | |
Industrial park | 1.5 per 1,000 square feet | |
Library | 6.5 per 1,000 square feet | |
Light industrial | 1.5 per 1,000 square feet | |
Manufacturing | 1.5 per 1,000 square feet | |
Marina | 1 per 2 berths | |
Medical, dental office | 4 per 1,000 square feet | |
Motel | 1 per room | |
Nursing home | 1 per 3 rooms | |
Retail store | 4 per 1,000 square feet | |
Residential | 2 per dwelling unit, not including accessory dwelling units | |
Residential, multifamily dwelling designated as affordable housing development under § 170-31B | 2 per 3 dwelling units | |
Restaurant | 9 per 1,000 square feet or 1 per 3 seats | |
School, post-secondary | 1 per student and 1 per faculty and staff member | |
School, primary | 1.5 per classroom | |
School, secondary | 8 per classroom | |
Senior citizen multifamily | 1 per dwelling unit | |
Services | 4 per 1,000 square feet | |
Shopping center | 4 per 1,000 square feet | |
Sports club, health spa | 5 per 1,000 square feet | |
Theater, auditorium, assembly | 1 per 3 seats based on maximum capacity | |
Warehousing | 1.5 per 1,000 square feet | |
Other uses | Sufficient spaces to accommodate the normal parking demand as determined by the Planning Board | |
Road Design Standards | |||||
|---|---|---|---|---|---|
Requirement | Type of Road | ||||
Arterial | Collector | Minor Road | Private Road1 | Back Lot Driveway | |
Minimum right-of way width (feet) | 80 | 60 | 50 | 50 | 50 |
Minimum travel way width (feet) | 44 | 22 | 20 | 18 | 12 |
Sidewalk width | Cross reference § 170-54C(9) | ||||
Minimum grade | .5% | .5% | .5% | .5% | N/A |
Maximum grade | 5% | 6% | 8% | 10% | 12% |
Minimum center-line radius (feet) | 500 | 230 | 150 | 150 | N/A |
Minimum tangent between curves of reverse alignment (feet) | 200 | 100 | 50 | N/A | N/A |
Roadway crown (inches per foot) | 1/4 | 1/4 | 1/4 | 1/4 | N/A |
Minimum angle of road intersections2 | 90º | 90º | 75º | 75º | 75º |
Maximum grade within 75 feet of intersection | 2% | 2% | 2% | 2% | N/A |
Minimum curb radii at intersections (feet) | 30 | 20 | 15 | 15 | N/A |
Minimum right-of-way radii at intersections (feet) | 20 | 10 | 10 | 10 | 10 |
Minimum width of shoulders (each side) (feet) | 5 | 5 | 5 | 3 | 1 |
NOTES: | |
|---|---|
1 | A private road, which will serve fewer than four residences, shall have a minimum travel way of 12 feet with two-foot shoulders and a maximum grade of 12%. A private road, which will serve four to 10 residences, will have a minimum travel way of 16 feet with two three-foot shoulders and a maximum road grade of 12%. The number of residences shall not exceed the maximum number of residences based on travel way unless the travel way is widened pursuant to the provisions of § 170-54. |
2 | Road intersection angles shall be as close to 90º as feasible but no less than the listed angle. |
Design Speed (miles per hour) | |||||
|---|---|---|---|---|---|
20 | 25 | 30 | 35 | ||
Stopping Sight Distance (feet) | 125 | 150 | 200 | 250 | |
Posted speed (miles per hour) | ||||||||
|---|---|---|---|---|---|---|---|---|
20 | 25 | 30 | 35 | 40 | 45 | 50 | 55 | |
Sight distance (feet) | 155 | 200 | 250 | 305 | 360 | 425 | 495 | 570 |