[Ord. No. 366, 9-13-2021]
A. A maximum
of one (1) driveway shall be permitted for each parcel less than two
(2) acres unless otherwise approved by the Building Inspector.
B. Driveway
widths shall be constrained to a minimum of twelve (12) feet wide
and a maximum of twenty-four (24) feet wide within the roadway right-of-way,
not including taper.
C. Driveway
widths shall add a taper increasing their width of a minimum of three
(3) feet wide and a maximum of six (6) feet wide at each side within
the roadway right-of-way.
D. The
driveway width shall remain within the limits of side lot lines extended
through the right-of-way to the adjacent roadway.
E. Driveway
orientation shall intersect with roadways at an angle ±30°
of 90° within the right-of-way.
F. No
driveway shall be located within fifty (50) feet of a roadway intersection.
G. No
driveway, including tapers, shall be located within five (5) feet
of a side property line unless a shared driveway access scenario is
approved.
H. Driveway
paving within the roadway right-of-way shall be limited to cast-in-place
concrete or asphalt construction. Unit pavers are not an acceptable
paving type in this area. All portions of residential driveways to
be of hard-surface construction.
[Ord. No. 366, 9-13-2021]
A. Asphaltic
driveway surfaces to consist of a minimum two (2) inch asphalt pavement
over four (4) inch of Class-II aggregate based compacted to ninety-five
percent (95%) relative density.
B. Any
required structural earth fill shall be emplaced to ninety percent
(90%) relative in lifts no greater than eighteen (18) inches in thickness.
C. Portion
of driveway slab between roadway curb and public sidewalks to be slope
for positive drainage. Slope to be between a 1:50 and a 1:25 ratio.
D. Portion
of driveway slab in-line with intersecting public sidewalk paving
to be of concrete construction and sloped for positive drainage towards
roadway and not exceed a 1:50 ratio. This slab thickness to be six
(6) inches minimum.
E. A one
(1) inch wide, full-depth expansion joint is required between the
driveway and intersecting public sidewalk paving.
F. Portion
of driveway above slab portions in-line with intersecting public sidewalk
paving to be sloped for positive drainage towards roadway and not
exceed a 3:20 ratio, i.e., fifteen percent (15%) slope. End of slab
to be flush with garage floor slab.
G. Allowed
deviations from these criteria must be approved by the Building Inspector.
[Ord. No. 366, 9-13-2021]
A. Concrete
driveway surfaces to consist of a minimum six (6) inch concrete pavement
over four (4) inch of Class-II aggregate based compacted to ninety-five
percent (95%) relative density.
B. Any
required structural earth fill shall be emplaced to ninety percent
(90%) relative in lifts no greater than eighteen (18) inch in thickness.
C. A two
(2) inch wide, full-depth expansion joint is required between roadway
curb-to- driveway condition.
D. Portion
of driveway slab between roadway curb and public sidewalks to be sloped
for positive drainage towards roadway and not exceed a 1:25 ratio.
E. Portion
of driveway slab in-line with intersecting public sidewalk paving
to be sloped for positive drainage towards roadway and not exceed
a 1:50 ratio. This slab thickness to match adjacent slab thickness
(typically six (6) inches).
F. A one
(1) inch wide, full-depth expansion joint is required between the
driveway and intersecting public sidewalk paving.
G. A one
(1) inch wide, full-depth expansion joint is required between the
uphill side of the portion of driveway slab in-line with intersecting
public sidewalk paving and additional driveway paving.
H. Portion
of driveway above slab portions in-line with intersecting public sidewalk
paving to be sloped for positive drainage towards roadway and not
exceed a 3:20 ratio, i.e., fifteen percent (15%) slope. End of slab
to be flush with garage floor slab.
I. A two
(2) inch wide, full-depth expansion joint is required between the
driveway slab and garage floor slab.
J. Provide
control joints per best practices for driveway sizing.
[Ord. No. 366, 9-13-2021]
A. Retaining
walls are not permitted within right-of-way areas with less than ten
(10) feet of separation from the edge of existing or proposed roadway
pavement.
B. Retaining
walls must propagate above the grade of adjacent roadways.
C. All
trash enclosures shall be located outside of the right-of-way on private
property.
[Ord. No. 366, 9-13-2021]
Approval process will be done when building permit application
is filled out. Blueprints/plans will be reviewed by Zoning Enforcement
Officer and City Administrator. Inspection will be completed at the
time of the occupancy inspection.