Chapter 19.22
PARKING AND LOADING
Sections:
19.22.050 Calculation of Parking Standards.
19.22.060 Location and Design of Parking and Loading Facilities.
19.22.070 Construction and Maintenance.
19.22.080 Access and Circulation Standards.
19.22.010 Legislative Intent.
The following parking standards are intended to establish adequate off-street parking, reduce on-street parking, increase traffic safety, maintain smooth traffic flow, and reduce the visual impact of parking lots and:
(1) Ensure parking and loading facilities are installed prior to occupancy;
(2) Ensure parking facilities are designed for pedestrian access and safety;
(3) Help reduce the amount of impervious surfaces by allowing individual parking facilities to be shared by multiple land uses;
(4) Ensure illuminated parking facilities are designed to avoid spillover of light and glare to motor vehicles and nearby residential land uses; and
(5) Ensure loading facilities are adequately designed to accommodate their associated land uses.
(Ord. 6-2017 § 2(C) (Exh. 1) (part), 2017: Ord. 7-2013 § 1 (Exh. A) (part), 2015).
19.22.020 Applicability.
No off-street parking or loading spaces shall be placed, constructed, located, relocated or modified after adoption of this Title without first receiving a development permit from the Reviewing Official. All vehicle storage, off-street parking and loading spaces which themselves are not a principal use are accessory uses and shall be subject to the same procedures and review requirements as the principal use. All off-street parking and vehicle storage shall be in conformance with this Chapter.
(Ord. 6-2017 § 2(C) (Exh. 1) (part), 2017: Ord. 7-2013 § 1 (Exh. A) (part), 2015).
19.22.030 Timing.
All parking and loading required by this Title shall be installed prior to occupancy or commencement of use. Where compliance with this requirement is not possible, the Reviewing Official may grant an appropriate delay under YCC Section 16B.07.050(2).
(Ord. 6-2017 § 2(C) (Exh. 1) (part), 2017: Ord. 7-2013 § 1 (Exh. A) (part), 2015).
19.22.040 General Provisions.
(1) The off-street parking and loading facilities required by this Section shall be established prior to any change in the use of land or structures and/or prior to the occupancy of any new or enlarged structure.
(2) Required off-street parking spaces shall provide vehicle parking only for residents, customers, patrons, and employees. Required parking during business hours shall not be used for the storage of vehicles or materials, the parking of company or business vehicles used in conducting the business, or for the sale, repair or servicing of any vehicle.
(3) Any area once designated for required off-street parking shall not be used for any other purpose unless and until equal facilities are provided elsewhere and a site plan has been approved to reflect the change, or the primary use of the property is changed to a use requiring less off-street parking.
(4) The required front yard in the R-3 district shall not be used for off-street parking for five or more cars unless the three foot strip nearest the front property line is landscaped and a two foot high concrete, masonry, or decorative block wall, or wood fence, or a Standard C solid landscaping screen is provided. See Chapter 19.21.
(5) Nonconforming Parking.
(a) Any use on the effective date of this Section or any amendments hereto, is nonconforming in terms of required off-street parking facilities may continue in the same manner as if it was conforming; however, the number of existing off-street parking spaces shall not be reduced.
(b) When an existing structure with nonconforming parking is expanded and additional parking is required, the additional parking spaces shall be in accordance with this Chapter; however, the number of additional spaces shall be computed only to the extent of the enlargement, whether or not the number of previously existing spaces satisfies the requirements of this Chapter.
(c) When the use of an existing lot or structure with nonconforming parking is changed to another use listed in the applicable zoning district land use table, the nonconformity shall cease and the new use shall provide all the required off-street parking under this Chapter. However, this requirement may be waived or reduced by the Reviewing Official for existing buildings and/or lots containing insufficient area to provide parking, provided the following factors are considered:
(i) New use has similar parking requirements to the previously approved use;
(ii) The availability of on-street parking; and
(iii) The availability of nearby off-street parking or other opportunities to conform to the parking standard such as a shared parking agreement.
(Ord. 6-2017 § 2(C) (Exh. 1) (part), 2017: Ord. 7-2013 § 1 (Exh. A) (part), 2015).
19.22.050 Calculation of Parking Standards.
A site plan for every new or enlarged off-street parking lot or motor vehicle sales area shall be approved by the Reviewing Official prior to construction. The site plan shall show the proposed development, locations, size, shape and design of the parking spaces, parking circulation plan, curb cuts, lighting, landscaping, irrigation and other features of the proposed parking lot. The site plan shall be filed under Chapter 19.30.
(1) Table of Required Off-Street Parking. The parking standards in Table 19.22-1, Table of Off-Street Parking Standards are established as the parking standards for the uses indicated. These parking requirements are based on gross floor area. Gross floor area means the total square footage of all floors in a structure as measured from the interior surface of each exterior wall of the structure and including halls, lobbies, enclosed porches and fully enclosed recreation areas and balconies, but excluding stairways, elevator shafts, attic space, mechanical rooms, restrooms, uncovered steps and fire escapes, private garages, carports, and off-street parking and loading spaces. Storage areas are included in gross floor area. However, the required off-street parking for storage areas shall be calculated at the rate of one space per 500 square feet rather than the specific parking standard established in Table 19.22-2, except when the parking standard for the principal use would require fewer parking spaces (i.e., one space per 600 square feet). All required off-street parking shall be subject to the procedures of this Code and the standards of this Section.
(2) Land Uses Not Listed in Table 19.22-1. The Reviewing Official can make a determination to evaluate a proposed land use based closely on similar land uses listed in Table 19.22-1. If there is none the Reviewing Official will reference the Recommended Parking Ratio Requirements developed by the Institute of Transportation Engineers (ITE). The applicant can provide at time of application an alternative parking standard for consideration from an industry standard reference, such as ITE. The Reviewing Official will make a determination on the appropriate standard to use based on the context of local conditions, parking requirements, and other factors that may affect the actual number of parking and off-street loading spaces needed.
(3) Mixed Uses. When different uses occupy a single structure or lot, the total required parking spaces shall be the sum of the requirements of the individual uses.
(4) Shared Uses.
(a) Owners of two or more uses, structures, or parcels of land within 300 feet of each other may share the same parking or loading area when the hours of operation do not overlap.
(b) The owners of two or more uses, structures, or parcels within 300 feet of each other may also share facilities concurrently; however, the total parking requirements shall be the sum of the requirements for each individual use.
(c) Whenever shared parking is allowed under this Section, the parking lot shall be signed to reasonably notify the public of the availability of use, and spaces shall not be assigned, allocated or reserved between uses.
(d) A parking easement approved by the Reviewing Official shall be filed with the County Auditor whenever two or more uses located on separate lots propose to share off-street parking facilities.
(5) Tandem Parking. Parking spaces in tandem, one car behind the other, having a single means of ingress and egress, shall not be counted as two off-street parking spaces to fulfill the requirements of this Chapter; except that, each tandem space for single-family dwellings shall be counted as a required parking space.
(6) Compact Car Parking. For parking areas with 20 or more required parking spaces, up to 15% of the required number of off-street parking spaces may be designed for compact car parking. Compact spaces shall be no less than eight feet by seventeen feet and each space must be labeled individually with a durable pavement marking “COMPACT.”
(7) Handicapped Parking. All parking areas shall comply with applicable local, state and federal standards regarding accessible parking for disabled persons.
(Ord. 6-2017 § 2(C) (Exh. 1) (part), 2017: Ord. 7-2013 § 1 (Exh. A) (part), 2015).
19.22.060 Location and Design of Parking and Loading Facilities.
(1) Off-Street Parking Facilities Location. Off-street parking facilities shall be located according to the following:
(a) Residences. For single-family and two-family dwellings, parking facilities shall be located on the same lot or building site as the buildings they are required to serve.
(b) Health Care Facilities. For hospitals, convalescent, nursing or rest homes, parking facilities shall be located not more than 150 feet from the buildings they are required to serve, unless they are part of an approved Master Plan or Campus Plan.
(c) Other Uses. For uses other than those specified above, parking facilities shall not be located over 300 feet from the buildings they are required to serve, unless they are part of an approved Master Plan or Campus Plan.
(d) Right-of-Way. Groups of three or more parking spaces shall be served by a driveway so no vehicular backing or maneuvering movement will occur within a public right-of-way other than an alley.
(e) No parking lot or driveway serving a nonresidential use in a resource, commercial or industrial zoning district shall be located in a residential zoning district.
(2) Off-Street Parking Facilities Design Standards. Off-street parking facilities shall be designed under Table 19.22-3.
(3) Off-Street Loading Locations. Off-street loading and unloading spaces and parking for truck queuing shall be required for any commercial, industrial and public utility building, restaurant, office building, overnight lodging facility, hospital, institution, school, college, public building, recreation or entertainment facility, and any similar use requiring loading or unloading from trucks or other large vehicles. The off-street parking and loading spaces/berths required by this Chapter are based on minimum numbers and design guidelines published by the Institute of Transportation Engineers in the latest editions of Transportation and Land Development and Traffic Engineering Handbook.
(a) Loading Space Location. Required off-street loading and related maneuvering space shall be located only on the property served. No part of any vehicle using the loading space shall project into the right-of-way of any public or private road.
(b) Off-Street Loading Design Standards.
(i) Minimum Dimensions. Off-street loading space/berth requirements in Table 19.22-4 are based on minimum numbers and design guidelines published by the Institute of Transportation Engineers in the latest editions of Transportation and Land Development and Traffic Engineering Handbook. All required loading spaces/berths shall meet the minimum dimensional standards shown in Table 19.22-4. Where the vehicles used for loading and unloading exceed these dimensions, the required length of these berths shall be increased.
(ii) Maneuvering Space. In addition to the length of the loading space/berth, additional maneuvering space may be required by the Reviewing Official for uses with loading space/berth access from a collector arterial or local access street, especially if located across the street from another high-demand use. When required, maneuvering space shall be designed and arranged to allow the most efficient use of all required loading spaces/berths by motor vehicles of the types typically employed by the activities served. The minimum maneuvering width between the outermost point of the loading berth and the limit of the maneuvering area shall be 50 feet.
(iii) Location. Loading spaces shall be located so that trucks shall not obstruct pedestrian or vehicle traffic movement or project into any public right-of-way. All loading space areas shall be separated from parking areas and shall be designated as truck loading spaces.
(iv) Sitescreening. Loading spaces/berths on the perimeter of the site shall be screened under Chapter 19.21. If the adjoining property is within an industrial or commercial district and contains similar uses that are compatible with loading facilities then this standards may not be required. Any loading space that abuts areas zoned for residential use shall be screened, as set forth in Chapter 19.21 and operated as necessary to reduce noise and visual impacts. Noise mitigation measures may include architectural or structural barriers, beams, walls, or restrictions on the hours of operation.
(v) Reduction of Requirements. The Reviewing Official may reduce the number or size of required loading spaces to less than that required as part of site plan review or other application through Chapter 19.35, if the Reviewing Official finds that a lesser number or size of loading spaces will be adequate to serve the expected needs of the development. The Reviewing Official shall consult Transportation and Land Development and Traffic Engineering Handbook in making this determination.
(Ord. 6-2017 § 2(C) (Exh. 1) (part), 2017: Ord. 7-2013 § 1 (Exh. A) (part), 2015).
19.22.070 Construction and Maintenance.
All off-street parking lots, driveways, travel ways, parking aisles, vehicle storage and vehicle sales lots having a capacity of three or more vehicles, shall be constructed in the following manner:
(1) Surfacing. All parking and loading spaces and related access drives, maneuvering, and vehicle storage areas shall be built to standards approved by the Reviewing Official as follows:
(a) Urban Standards.
(i) Parking facilities within Urban Growth Areas, Rural Settlements, Highway/Tourist Commercial, and Rural Transitional Areas shall be paved with two inches thick asphaltic surfacing on an aggregate base, or an equivalent surfacing acceptable to the Reviewing Official, to eliminate dust and/or mud.
(ii) The Reviewing Official may consider using alternative surfacing materials, such as gravel, for portions of parking facilities primarily used by heavy equipment where maintenance and repair of paved surfaces would be located.
(b) Rural Standards. Parking facilities within all other rural zones shall be surfaced with a minimum of screened gravel or crushed rock, or better, except that the Reviewing Official may require paving and/or landscaping of the parking facility when necessary to protect the public health or safety.
(2) Grading and Drainage. Parking areas shall be graded and drained so all surface water is disposed of on-site. Grading and drainage facilities shall be designed according to accepted engineering standards, YCC Title 12.10 and the Stormwater Management Manual for Eastern Washington, which will require review by the Public Services Director or designee.
(3) Wheel Stops and Curbs.
(a) The front of a parking space with a curb that is improved with groundcover landscape material, instead of asphalt or concrete pavement; may be counted toward landscape or open space area requirements.
(b) The perimeter of a parking or loading area and access and maneuvering drives associated with them shall be improved with a curb, rail or equivalent so vehicles do not extend over a property line, sidewalk or public or private street.
(4) Markings. All paved parking spaces (except motor vehicle sales areas) shall be marked by durable painted lines at least four inches wide and extending the length of the stall or by curbs or other means approved by the Reviewing Official to indicate individual parking stalls. Signs or markers located on the parking lot surface shall be used as necessary to ensure safe and efficient use of the parking lot. All accessible parking spaces shall be marked and signed in compliance with the currently adopted International Building Code. Wheel stops may be required by the Administrative Official as needed on graveled surfaces to designate spaces in parking and loading areas.
(5) Lighting. Lighting shall be provided to illuminate any off-street parking or loading space used at night. When provided, lighting shall be directed to reflect away from adjacent and abutting properties and comply with Subsection 19.10.040(10). Parking lots adjacent to residential districts or uses shall be designed with down-shielding and luminaries creating no lighting pollution upon those properties. A Photometric Lighting Plan may be required if the parking lot is located adjacent or abutting residential properties. Further requirements and restriction are required when the property is located within the Airport Safety Overlay District. See Chapter 19.17.
(6) Landscaping of Parking Areas. Parking facilities must be landscaped under the standards listed in Chapter 19.21.
(7) Maintenance. The owner or lessee of a required parking area shall maintain the paved surface, drainage facilities, landscaping and irrigation facilities in conformance with the standards of this Chapter and the approved site plan.
(Ord. 6-2017 § 2(C) (Exh. 1) (part), 2017: Ord. 7-2013 § 1 (Exh. A) (part), 2015).
19.22.080 Access and Circulation Standards.
(1) Applicability. This Section applies to new development that includes parking or loading areas or vehicle, bicycle or pedestrian circulation, including changes to access and circulation of existing development.
(2) Vehicle Access and Circulation Generally.
(a) Availability. Access and circulation required for a proposed use or development shall be improved to the standards in this Section before the County issues an occupancy permit or final inspection for the use or development in question.
(b) Joint Access. The Reviewing Official may authorize joint access by two or more uses if:
(i) The Reviewing Official finds the access will comply with other applicable access and circulation standards of the ULDC; and
(ii) Before the County issues a building permit for the use or development on one lot served by the shared access on another lot, the applicant shall submit to the County cross-easements or equivalent agreements executed by the owners of the affected properties and filed permanently in County records with deeds to the properties authorizing use of the properties for the proposed shared access.
(c) Access Consistency. Access and circulation drives shall comply with the applicable locational standards of Chapter 19.23, and shall be wide enough to safely accommodate the traffic that will use it consistent with standards approved by the County Engineer. Each parking and loading space shall have access from a street by means of such a drive.
(d) Loading Area Exiting. Except for single-family and duplex dwellings, drivers entering or exiting all loading spaces without backing or maneuvering in a public street other than an alley.
(3) Pedestrian Circulation. Pedestrian circulation through the parking lot shall be provided consistent with the following:
(a) Interior Connectivity. Pedestrian circulation routes shall connect structures and uses on the site, such as buildings, vehicle and bicycle parking areas, children’s play areas, required outdoor areas, open spaces, plazas, resting areas and viewpoints.
(b) Surfacing. Required pedestrian circulation routes shall be improved with asphalt, concrete or other approved all-weather surface; provided, pedestrian circulation routes through recreational or open space areas may be improved with a material consistent with their purpose and the characteristics of their location.
(c) Connectivity Outside Development. The developer shall extend pedestrian circulation routes to sidewalks and transit stops along streets abutting the site, to pedestrian facilities that extend to the edge of the site from off-site, and to the edge of the site in the direction of existing, approved or proposed off-site pedestrian and transit facilities.
(d) Design. The pedestrian circulation system shall be designed to minimize the distance a pedestrian must walk between typical origins and destinations on and off the site, including transit stops, public sidewalks and building entrances. Circuitous routes should be avoided except for an appropriate purpose given the use or setting.
(e) Pedestrian and Bicycle Crossings. Where pedestrian or bicycle routes cross access, maneuvering, parking or loading areas, the crossing must be identified by using striping, elevation changes, speed bumps, a different paving material and/or other methods that effectively alerts drivers, pedestrians and cyclists of the location and nature of the crossing. When striping is used it must be continuously maintained in perpetuity in an effective manner by the property owner.
(f) Separation from Traffic. Where a pedestrian or bicycle route is parallel and adjoining an auto travel lane, the pedestrian or bicycle route must be safely separated from the auto travel lane by using a raised path, a raised curb, bollards, landscaping or other physical barrier.
(4) Access Standards for Drive-In, Drive-Up and Drive-Through Uses.
(a) All uses providing drive-in, drive-up and drive-through services shall provide on-site queuing spaces for in-bound vehicles. The queuing space required for uses supplying multiple service terminals or windows in Table 19.22-1 is based on minimum guidelines published by the Institute of Transportation Engineers in the latest editions of the Traffic Engineering Handbook and Transportation and Land Development.
(b) A vehicle queuing space shall be 18 feet long and eight feet wide and shall not be used for backing and maneuvering space for parking or other purposes.
|
Use |
Requirement |
|---|---|
|
Drive-through bank or pharmacy |
5 spaces/service terminal |
|
Drive-through restaurant including latte stands |
10 spaces/service window – 5 spaces/for restaurants with two queuing windows |
|
Gasoline service stations |
3 spaces/pump |
|
Mechanical car washes |
3 spaces/washing unit |
|
LAND USE |
MINIMUM NUMBER OF PARKING SPACES |
|
|---|---|---|
|
A. |
Residential. |
|
|
1. |
Accessory Dwelling Unit |
1 space |
|
2. |
Single-family, Two-family and Multifamily, and caretaker dwellings |
2 spaces/dwelling unit. Single-family and Two-family parking may be tandem. |
|
3. |
Bed and breakfast inn |
1 space/each guest room, plus 2 for the facility |
|
4. |
Residential care facility |
1 space/7 residents served under age of 12 1 space/5 residents served ages 12 – 17 1 space/4 residents served ages 18 years or older |
|
5. |
Assisted living facilities |
1 space/each 3 units |
|
B. |
Retail Sales and Related Services. |
|
|
1. |
Commercial retail, except stores selling bulky merchandise |
1 space/350 square feet of floor area |
|
2. |
Retail stores and outlets selling furniture, automobiles or other bulky merchandise where the operator can show the bulky merchandise occupies the major area of the building |
1 space/600 square feet of floor area |
|
3. |
Eating or drinking establishments |
1 space/250 square feet of floor area |
|
4. |
Automobile sales, retail nurseries, and other open sales and rental yards |
(a) Properties with less than 10,000 square feet of open sales or rental area shall provide one space for each 1,000 square feet of gross floor area, plus one space for each 2,500 square feet of open sales or rental area. (b) Properties with 10,000 square feet or more of open sales or rental area shall provide one space for each 1,000 square feet of gross floor area, plus four spaces, plus one space for each 10,000 square feet of open sales or rental area in excess of 10,000 square feet. |
|
C. |
Services. |
|
|
1. |
Service or repair shops |
1 space/750 square feet of floor area |
|
2. |
Bank, office (except medical and dental) |
1 space/400 square feet of floor area |
|
3. |
Medical and dental office or clinic |
1 space/200 square feet of floor area |
|
4. |
Mortuaries |
1 space/6 seats, or 12 feet of bench length |
|
5. |
Stadium, Arena, Theater, Race Tracks |
1 space/3 seats, or 8 feet of bench length |
|
6. |
Bowling alley |
5 spaces/lane |
|
7. |
Health and fitness club |
1 space/200 square feet of general floor area; 1 space/500 square feet for racquet, tennis or similar court floor area |
|
8. |
Roller and/or ice skating rink |
1 space for each 150 sq. ft. of skating surface area |
|
9. |
Swimming pools |
1 space for each 50 sq. ft. of water surface area |
|
10. |
RV Parks/Campgrounds |
1 space for each RV/campsite |
|
11. |
Overnight lodging facility or boarding/lodging house |
1 space/bedroom |
|
12. |
Clubs/lodges |
Spaces to meet the combined requirements of the uses being conducted, such as hotel, restaurant, auditorium |
|
13. |
Church or other similar place of worship or religious practice |
1 space/4 seats, or 8 feet of bench length in the main auditorium. Additional parking for meeting rooms, classrooms and office use may be required. |
|
14. |
Library, reading room, museum, art gallery |
1 space/400 square feet of floor area |
|
15. |
Preschool, nursery, kindergarten, family day care center or commercial day care center |
2 spaces/employee |
|
16. |
Elementary or middle school |
1 space/4 seats, or 8 feet of bench length in auditorium or assembly room, whichever is greater |
|
17. |
High school |
1 space/employee, plus 1 space/each 6 students, or 1 space/4 seats, or 8 feet of bench length in the auditorium, whichever is greater |
|
18. |
College, commercial school for adults |
1 space/3 seats in classroom |
|
19. |
Other auditoriums, meeting rooms |
1 space/4 seats, or 8 feet of bench length |
|
20. |
Welfare or correctional institutions |
1 space/3 beds for patients or inmates |
|
21. |
Convalescent or nursing home |
1 space/3 beds for patients or residents |
|
22. |
Health care facilities |
2 spaces/bed |
|
D. |
Manufacturing and Wholesale Trade. |
|
|
1. |
Agriculturally related industries and wholesale trade warehouses |
One or more of the following as determined to be most appropriate by the Reviewing Official: (1) 1 space for each employee based on the maximum working at any given shift; or (2) 1 space for each 300 square foot of gross floor area for packing and processing areas; or (3) 2 spaces for the first 1,000 sq. ft. of gross floor area, plus 1 space for each additional 5,000 sq. ft. for CA storage, warehouse, and refrigeration areas. |
|
2. |
Except as specifically mentioned herein, industrial uses listed as permitted in the M-1 and M-2 zones |
1 space/500 square feet |
|
3. |
Storage warehouse, wholesale establishment, rail or trucking freight terminal |
1 space/1,500 square feet of floor area |
|
4. |
Laboratories and research facilities |
1 space/600 square feet of floor area |
|
E. |
Transportation, Storage and Utilities. |
|
|
1. |
Bus terminals, storage and maintenance facilities |
1 space for each 300 sq. ft. of gross floor area |
|
2. |
Air, rail and truck terminal |
1 space for each 300 sq. ft. of gross floor area |
|
3. |
Taxicab terminals, maintenance and dispatching centers |
1 space for each 300 sq. ft. of gross floor area |
|
4. |
Utility services |
1 space for each 800 sq. ft. of gross floor area |
|
5. |
Mini-storage |
1 space for each 300 sq. ft. of gross floor area of office space |
Note: For land uses not listed in this table, see Subsection 19.22.050(2).
How to Use Table 19.22-2 Off-Street Parking Standards:
1. Calculate gross floor area for the structure. (See Subsection 19.22.050(1) to determine gross floor area).
2. Determine the amount of gross floor area used for storage rooms.
3. Required off-street parking for storage is one space per 500 square feet.
4. Find the proposed use in Table 19.22-2.
Example:
- The gross floor area of the structure is 3,000 sq. ft. 1,000 sq. ft. of the structure is used for storage. The parking standard for storage rooms is one space per 500 sq. ft. (Subsection 19.22.050(1)).
- 1,000 divided by 500 = 2 off-street parking spaces for the storage area.
- The proposed use is a bus terminal. According to Table 19.22-2, bus terminals require one off-street parking space for each 300 sq. ft. of gross floor area.
- 2,000 divided by 300 = 6.6 or seven spaces since fractions of parking spaces are rounded up.
- The total required off-street parking of this use is:
2 spaces (for storage area)
+ 7 spaces (for the rest of the gross area) = 9 spaces.
|
A |
Angle along Curb |
0° |
30° |
45° |
60° |
90° |
|
|
B |
Type |
Standard |
Compact |
Standard |
Standard |
Standard |
Standard |
|
C |
Stall Width |
9' |
8' |
9' |
9' |
9' |
9' |
|
D |
Curb Length per Car |
23' |
18' |
12' 7" |
10' 4" |
9' |
|
|
E |
Stall Depth |
8' |
17' 3" |
19' 8" |
21' |
19' |
|
|
F |
Min. Aisle Width |
12' |
11' |
13' |
18' |
24' |
|
|
G |
Lot Width 1 Row + 1 Aisle (2-way) |
20' |
28' 4" |
32' 10" |
39' |
43' |
|
|
H |
Sq. Ft. per Car |
460 |
510 |
420 |
407 |
387 |
|
|
I |
Lot Width 2 Rows + 1 Driveway |
28' |
45' 6" |
52' 5" |
60' |
62' |
|
|
J |
Sq. Ft. per Car |
322 |
411 |
336 |
313 |
279 |
|
|
K |
Lot Width 3 Rows + 2 Driveways |
48' |
66' 2" |
79' |
95' |
105' |
|
|
L |
Sq. Ft. per Car |
368 |
397 |
376 |
330 |
315 |
|
|
M |
Lot Width 4 Rows + 2 Driveways |
56' |
83' 6" |
98' 10" |
116' |
124' |
|
|
N |
Sq. Ft. per Car |
322 |
376 |
315 |
305 |
279 |
|
Figure 19.22-1. Minimum parking space dimensions and aisle widths.
|
Design Vehicle |
Length in Feet (L) |
Dock Angle (A) |
Clearance in Feet (D) |
Berth Width in Feet (W) |
Apron Space in Feet (a) |
Total Offset in Feet (T) |
|---|---|---|---|---|---|---|
|
SU (Single Unit) |
30 |
90° |
30 |
10 |
60 |
90 |
|
12 |
58 |
88 |
||||
|
14 |
56 |
86 |
||||
|
60° |
26 |
10 |
34 |
60 |
||
|
12 |
30 |
56 |
||||
|
14 |
28 |
54 |
||||
|
45° |
21 |
10 |
25 |
46 |
||
|
12 |
21 |
42 |
||||
|
14 |
18 |
39 |
||||
|
Wheel Base-40 |
50 |
90° |
50 |
10 |
63 |
113 |
|
12 |
56 |
106 |
||||
|
14 |
52 |
102 |
||||
|
60° |
44 |
10 |
46 |
90 |
||
|
12 |
40 |
84 |
||||
|
14 |
35 |
79 |
||||
|
45° |
36 |
10 |
38 |
73 |
||
|
12 |
32 |
68 |
||||
|
14 |
29 |
65 |
||||
|
Wheel Base-50 |
55 |
90° |
55 |
10 |
77 |
132 |
|
12 |
69 |
124 |
||||
|
14 |
63 |
118 |
||||
|
60° |
48 |
10 |
54 |
102 |
||
|
12 |
46 |
94 |
||||
|
14 |
40 |
88 |
||||
|
45° |
39 |
10 |
39 |
78 |
||
|
12 |
34 |
73 |
||||
|
14 |
31 |
79 |
||||
|
Wheel Base-62 |
69 |
90° |
69 |
10 |
89 |
158 |
|
12 |
79 |
148 |
||||
|
14 |
69 |
138 |
||||
|
60° |
60 |
10 |
64 |
24 |
||
|
12 |
58 |
118 |
||||
|
14 |
53 |
113 |
||||
|
45° |
49 |
10 |
49 |
98 |
||
|
12 |
47 |
96 |
||||
|
14 |
45 |
9 |
Figure 19.22-2. Loading space dimensions for 90-degree docks and sawtooth docks.
(Ord. 6-2023 (Exhs. 1(3), 2), 2023; Ord. 6-2017 § 2(C) (Exh. 1) (part), 2017: Ord. 7-2013 § 1 (Exh. A) (part), 2015).