a. All driveways shall be of sufficient width to accommodate the expected traffic utilizing the driveway, not to exceed thirty feet in width at the lot frontage. In locations where uses include large truck traffic, the city engineer may allow the driveway width to exceed thirty feet provided the applicant shows that it is not adequate to accommodate the expected traffic and the minimum width required to do so.

b. Driveways providing access to parking facilities and private residences shall have the following dimensions (unless otherwise required by the fire code):

a. Spacing. Spacing between access points along public street shall be determined by the city engineer. Along Bingham Junction Boulevard, a minimum of three hundred feet of spacing between driveways is recommended; if a driveway is limited to right-in and right-out turns, reducing the spacing to two hundred feet may be appropriate. A minimum of one hundred fifty feet of spacing between driveways is recommended on all other roads. Shared use of driveways is strongly recommended.

b. Centerline. The centerline of intersections of the driveways entering from opposite sides of the roadway must be aligned.

a. Parking spaces must be nine feet wide by eighteen feet long;

b. Accessible parking space width requirements vary and shall be consistent with current building code standards;

c. Compact spaces with dimensions of eight feet wide by sixteen feet long may be provided and these spaces may be counted towards satisfying up to ten percent of the overall parking requirement for a project; and

d. Tandem spaces count as two parking spaces and may only occur in residential garages or residential parking structures.

a. Parking areas must be graded for proper drainage with surface water diverted to keep the parking area free of accumulated water and ice;

b. Adequate control curbs must be installed to control drainage and direct vehicle movement;

c. Parking area drainage must be detained on site and otherwise approved by the city engineer per current stormwater pollution prevention standards; and

d. Driveways shall not exceed a ten percent slope.

a. Parking stall dimensions shall be a minimum of nine feet by eighteen feet; provided, that up to ten percent of parking stalls may be compact stalls of eight feet by sixteen feet.

b. The minimum aisle width is twenty-four feet.

c. The parking structure must be designed to ensure that each required parking space is readily accessible, usable and safe for automobiles and pedestrians.

a. All on-street loading areas shall be located entirely within the public right-of-way and shall not result in the impediment of vehicle travel lanes or pedestrian use of an adjacent sidewalk.

b. On-street loading areas shall be limited to no more than one hundred feet in length. No more than one on-street loading area shall be permitted per street frontage per block.

c. All on-street loading areas shall be finished with stamped concrete, pavers, or painted asphalt, for areas located within an existing on-street parking area, striped to distinguish such areas from the adjacent roadway.

d. On-street loading areas shall be limited in use to no longer than two hours per vehicle per day.

e. On-street loading areas not located within an on-street parking area shall be located at least two hundred feet from intersections or other driveways on the same side of the street and, for streets without a center turn lane, shall align with driveways on the opposite side of the street.