(a) Residential
setback lines shall control the construction, reconstruction, alteration
or repair of dwellings within this city. The minimum residential setbacks
shall be as follows:
(1) Building setbacks:
(A) Front yard: Twenty-five feet (25').
(B) Side yard: Seven and one-half feet (7.5').
(C) Back yard: Ten feet (10').
(D) Should any side other than the front of any residential lot side
on any public right-of-way, private drive, street or alleyway, a setback
of at least twenty feet (20') must be provided.
(2) Setback dimensions shall be measured from the property line.
(A) When a lot sides a private street, drive or alleyway, setback dimensions
shall be measured from the edge of the pavement or curb.
(b) Provided,
however, that when a majority of existing structures in a block are
not in conformance with the provisions of this section, the city council
may grant approval to allow a new structure to be so located upon
a lot as to be in line with such existing structures.
(1973 Code, sec. 8-24; 1991 Code,
sec. 9-29; Ordinance 06-624, sec.
III, adopted 6/13/06; 2007 Code,
sec. 12-130; Ordinance 21-894, sec.
1, adopted 3/11/21)
(a) Commercial
setback lines shall control the construction, reconstruction, alteration,
or repair of commercial structures within this city. The minimum commercial
setbacks shall be as follows:
(1) Front building line: Twenty-five feet (25').
(2) Side building line: Seven and one-half feet (7.5').
(3) Rear building line: Ten feet (10').
(4) Should any side other than the front of any commercial lot side on
any public right-of-way, private drive, street or alleyway, a setback
of at least twenty feet (20') must be provided.
(b) Before any commercial building slab is poured, a current survey showing the lot and exact locations of the proposed slab shall be presented to the building official. This survey shall be less than 90 days old. All commercial building slab elevations shall adhere to section
4.03.003.
(c) When
the building official is called for a slab inspection, prior to the
pouring of the slab, there must be in place at that time two front
property corner stakes. One stake shall be at each of the outside
front corners of the property. The stakes must be of the permanent
kind (i.e., 36 inches long by five-eighths inch round steel rod),
and must have been installed by a licensed surveyor and must not have
been tampered with.
(d) If,
at the time of inspection, the stakes do not appear to be in the correct
place in relation to the setback lines of the building, the inspector,
at his discretion, may order the builder to furnish the city with
a certified letter from the surveyor, stating that the stakes meet
the above requirements.
(e) Commercial
buildings constructed on corner lots shall and/or may be constructed
on the angular line created by connecting the 20-foot distance in
both directions from the vertex of the corner.
(f) Multifamily
residential setback lines shall control the construction, reconstruction,
alteration or repair of dwellings within this city. The minimum multifamily
residential setbacks shall be as follows:
(1) Front building line: Twenty-five feet (25').
(2) All other building lines: Twenty feet (20').
(g) Setback
dimensions shall be measured from the property line.
(1) When a lot sides a private street, drive or alleyway, setback dimensions
shall be measured from the edge of the pavement or curb.
(1973 Code, sec. 8-24.1; 1991 Code,
sec. 9-30; Ordinance 16-778, sec.
2, adopted 8/10/16; 2007 Code,
sec. 12-131; Ordinance 21-894, sec.
2, adopted 3/11/21)
All concrete slab floor elevations shall not be less than 12
inches above the top of the nearest sanitary sewer manhole, or not
less than 12 inches above the crown of the street nearest thereto,
whichever is the higher elevation.
(1973 Code, sec. 8-25; 1991 Code,
sec. 9-31; 2007 Code, sec. 12-132)
(a) Concrete
slab floors of structures proposed in areas of the city where natural
topography is significantly lower than the crown of the nearest street
or the top of the nearest sanitary sewer manhole shall be constructed
to a safe and adequate elevation above the natural ground. Factors
determining finished floor elevation shall include condition and elevation
of the nearest street, stormwater drainage conditions and highest
recorded stormwater level in the location of proposed construction.
Concrete slab floor elevations proposed in these limited areas of
the city shall be approved by the building official and the city manager.
(b) Concrete
slab floors proposed in designated floodplains within the city shall
comply with provisions of the National Flood Insurance Program.
(c) The
following conditions must be met for any building permit for construction
for residential use on land below the 500-year flood elevation:
(1) The top of the subfloor of the lowest habitable floor must be elevated
to two feet above the 500-year flood elevation.
(2) Construction shall use methods and practices that will minimize flood
damage and construction materials and utility equipment that are resistant
to flood damage. FEMA Bulletins 1-93, 2-93 and 3-93 or subsequent
revisions shall serve as the guideline for this requirement.
(3) Unless dry-floodproofed, enclosed areas below the 500-year flood
elevation must be equipped with flood openings or vents capable of
equalizing water levels and hydrostatic loads. Covers of these openings
must not interfere with the equalization of water levels in the event
of a flood. A licensed architect or registered professional engineer
shall certify the flood openings.
(4) Thermal insulation used below the 500-year flood elevation shall
be of a type that does not absorb water nor is buoyant.
(5) Water heaters, furnaces, air conditioning systems, electrical distribution
panels and any other mechanical or electrical equipment must be elevated
to at least two feet above the 500-year flood elevation. Separate
electrical circuits shall serve any level below the 500-year flood
elevation and shall be dropped from above.
(6) Basements are prohibited.
(7) All air ducts, pipes, propane tanks and storage tanks located below
the 500-year flood elevation shall be anchored to prevent flotation.
Tanks and ducts shall be vented to at least two feet above the 500-year
flood elevation.
(d) In the event of a conflict between this article and article
4.05, the more stringent provisions shall apply.
(1991 Code, sec. 9-31.1; Ordinance 93-462 adopted 1/27/93; Ordinance 18-816, sec. 1, adopted 2/22/18; 2007 Code, sec. 12-133)
Former single-family residential structures that comply with
residential building line setback requirements and that are sold or
leased for proposed commercial or retail business operations shall
not be required to provide one-hour rated interior construction.
(1991 Code, sec. 9-32; Ordinance
93-463 adopted 1/27/93; 2007 Code, sec. 12-134)