Off-street parking and loading facilities shall be required for all permitted and accessory uses in U7 Light Industrial Park Districts in accordance with this chapter. All parking and loading facilities on any site, whether required as minimums or optionally provided in addition to minimum requirements, shall comply with the regulations and design standards as set forth in this chapter.
(a) Access. Access to each site must be from an internal street and this internal street shall be located so as to have access only to an arterial or collector street or drive. Sites shall not have direct access to a local residential street or drive. This internal street shall be of rolled curb and gutter design and landscaped in accordance with Section 1362.06(b)(3).
(b) Bicycle/Pedestrian Paths. The internal street system shall include bicycle/pedestrian paths, which provide continuous circulation from the boundary streets to each site within the park. Bicycle/pedestrian paths shall be separate from motor vehicle traffic with street crossings at normal traffic-control points. Pathways shall connect to sidewalks and bicycle/pedestrian paths adjacent to the park and all other important destinations.
(c) Required Off-Street Parking. Off-street parking spaces shall be provided in compliance with Chapter 1389.
(d) Design of Off-Street Parking Areas. The design and maintenance of off-street parking areas shall be as follows:
(1) Setback from street right of way. The minimum setback for parking areas that abut arterial streets is 100 feet. The minimum setback for parking areas that abut industrial roads is 30 feet.
(2) Setback from side lot lines. The minimum setback for parking areas that adjoin residential districts is 30 feet. The minimum setback for parking areas that adjoin nonresidential districts is 15 feet.
(3) Setback from rear lot line. The minimum setback for parking areas that adjoin residential districts is 30 feet. The minimum setback for parking areas that adjoin nonresidential districts is 15 feet.
(4) Drainage. Driveways shall not exceed a grade of 4% and all parking lots shall be graded according to a drainage plan approved by the City Engineer. Catch basins, sumps and underground storm sewers may be required, and all such lots and driveways shall be surfaced with concrete or asphalt, except when pervious pavement is otherwise permitted.
(5) Distance of vehicles from property line. All off-street parking areas shall be so designed and constructed that no part of any vehicle parked therein shall be nearer than 15 feet from the property line.
(6) Landscaping. All off-street parking areas shall be landscaped and screened from adjoining districts in accordance with Section 1362.06.
(7) Driveways. Access driveways shall not be closer than 60 feet between centerlines. The centerline of a driveway on a corner lot shall not be closer than 40 feet to the intersecting street line. The width of driveways shall conform to the following schedule:
Number of Lanes | Width (Feet) | |
Minimum | Maximum | |
One | 10 | 12 |
Two | 18 | 24 |
Three | 27 | 33 |
The junction of the driveway with the street pavement shall be extended on each side at a radius of at least 15 feet to form an apron. The maximum curb cut shall be limited to the width of the driveway plus the radii of the apron. The intersection between the driveway and all sidewalks shall be designed so that there is no difference in the elevation between them.
(e) Off-Street Loading and Unloading Areas. The design, required number and maintenance of off-street loading and unloading areas shall be as follows:
(1) Location. All required loading berths shall be off-street and shall be located on the same lot as the building or use to be served. A loading berth shall be located not less than 25 feet from the intersection of two street rights of way, nor less than 50 feet from a residential district, unless within a building. Loading berths shall not occupy the required front yard setback space.
(2) Size. A required loading berth shall be not less than ten feet in width, 25 feet in length and 14 feet in height, exclusive of aisle and maneuvering space.
(3) Access. Each required loading berth shall be located with appropriate means of vehicular access to a street or public alley in a manner that will least interfere with traffic.
(4) Surfacing. All loading berths and accessways shall be surfaced with concrete or asphalt.
(5) Accessory use. No space allocated as a loading berth or access drive so as to comply with the terms of this chapter shall be used for the storage of goods or inoperable vehicles or be included as part of the space requirements necessary to meet the off-street parking area standards.
(6) Required loading berths. The required number of loading berths shall be as follows:
A. Offices, research and development laboratories and testing offices having 5,000 to 10,000 square feet of floor area shall have one off-street loading berth, plus one additional berth for each additional 10,000 or fraction above 5,000 square feet of floor area.
B. Manufacturing, fabrication, processing, warehousing, storage, servicing or similar establishments having 5,000 to 30,000 square feet of floor area shall have one loading berth 50 feet in length, plus one additional 50-foot berth for each 20,000 square feet of additional floor area or fraction thereof.
(Ord. 159-1990. Passed 5-21-90; Ord. 62-2014. Passed 6-2-14.)