ORD 1990-24 - Driveway Standards Modified & Off Street Parking 10-16-1990ORDINANCE NO. 90- 24
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF HUNTSVILLE, TEXAS,
AMENDING CHAPTER 30, THE DEVELOPMENT CODE, OF THE CODE OF
ORDINANCES OF THE CITY OF HUNTSVILLE, TEXAS; MODIFYING DRIVEWAY
STANDARDS; PROVIDING A SAVINGS AND SEVERABILITY PROVISION; AND
PROVIDING FOR THE PUBLICATION AND EFFECTIVE DATE OF THIS ORDINANCE.
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF HUNTSVILLE,
TEXAS, that:
SECTION 1:
Chapter 30 of the Code of Ordinances of the City of
Huntsville, Texas, is hereby amended by the
modification of Chapter 13 Driveways, to now read
as follows:
CHAPTER 13. OFF- STREET PARKING AND DRIVEWAY STANDARDS
1301. OFF - STREET PARKING
1301.1 Minimum Number of Parking Spaces
The developer shall provide off - street parking spaces in accordance
with the standards in this chapter and Table 13 -1: OFF - STREET
PARKING STANDARDS when a building or structure is erected or an
existing building enlarged, or an old structure or foundation is
converted to a new use.
1301.2 Designation of Spaces
The following rules shall be applied in computing the number of
off - street parking spaces required.
(1) Fractional spaces shall be rounded to the next higher
whole space.
(2) Buildings or structures containing mixed uses shall
provide off - street parking spaces equal to the sum of the
various uses computed separately.
(3) The required off - street parking spaces shall be located
on the same lot as the building or use served, except as
follows:
(a) When an increase in the number of off - street
parking spaces is required by a change or
enlargement of use, or where off - street parking
spaces are provided collectively or used jointly by
two (2) or more buildings or establishments, the
required off street parking spaces may be located
at a distance not to exceed three hundred (300)
feet from an institutional building served or five
hundred (500) feet from any other nonresidential
building served; provided, however, that a written
agreement thereto is properly executed and filed as
provided below.
(b) When the required off - street parking spaces are not
located on the same lot with the building or use
served or when the required off - street parking
spaces are provided collectively or used jointly by
two (2) or more establishments, a written agreement
which assures the retention of such spaces for this
purpose shall be drawn and executed by the parties
concerned, approved as to form by the City
Attorney, and filed for record in the office of the
County Clerk. A copy of the recorded agreement
shall be filed with the application for a building
permit or certificate of compliance if a change in
use is involved.
(c) Not more than fifty (50) percent of the off - street
parking spaces required for theaters, bowling
alleys, dance halls, nightclubs, restaurants, or
similar uses may be provided and used jointly by
uses not normally open, used or operated during the
same hours as those listed.
(d) Not more than eighty (80) percent of the off - street
parking spaces required for a church, school
auditorium or similar use may be provided and used
jointly by uses not normally open, used or operated
during the same hours as those listed.
(e) All parking lots, aisles and spaces required shall
conform to the standards in this chapter.
(f) The above parking requirements shall not prohibit
the enlargement of a building or structure;
provided excess spaces exist and such enlargement
does not create a deficiency in the total number of
off - street parking spaces.
Any proposed land use, whether commercial,
industrial, or residential, not specifically
designated in Table 13 -1, which by its nature
generates or attracts vehicular activity or
traffic, must provide sufficient parking spaces on
or near the site to accommodate the vehicular load
for residents, customers, clients, suppliers, etc.,
which would normally be associated with the
proposed land use, to the satisfaction and approval
of the City.
(g)
TABLE 13-1: OFF- STREET PARKING STANDARDS
SIc
GROUP
LAID USE CATEGORY
OFF - STREET PARKING STANDARDS
SPECIAL
PROVISIONS
20-39 MANUFACTURING
40-49 TRAISPORTATION, COMMUNICATIONS,
UTILITIES
41 Bus Terminals /Airports
42 Fbtar Freight Terminals
50-51 1610LESALE TRADE
52 -59 RETAIL TRADE
53 General Merchandise
55 Automotive Stores
58 Eating/Drinking Places
60-67 FINANCE, INSURANCE,
REAL ESTATE
70-89 SERVICES
70 Hotel, Pte
72 Personal Services
726 Funeral Homes
73 Business Services
75 Automotive Repair Services
78-79 Amusement and Recreation
80 Health Services
805 Personal Care Facility
806 Hospital
81 Legal
82 Elementary School
82 Secondary School
83 Child Care Services
84 Museums, Cultural Centers
86 Religious Organizations
N/C RESIDENTIAL
1 and 2 Family Dwellings
Apartments
1 bedroom
2 bedrooms
3 or more bedrooms
Rooming /Boarding House
Fraternity /Sorority House
Congregate Housing
1 parting space per 1,000 sq. ft. of gross leaseable area
To be determined by the Planning Commission
1 parking space per 1,000 sq. ft. of gross leaseable area
3.3 parking space per 1,000 sq. ft. of gross leaseable area Min. Spaces: 2
5 ,parking we per 1,000 sq. ft. of gross leaseable area
1 parking space per 800 sq. ft, of floor area plus site area
1 parking space per 2 seats
5 parking spaces per 1,000 sq. ft. of gross leaseable area Mtn. Spaces: 3
1 parking space per bedroom
5 parking specs per 1,000 sq. ft. of gross leaseable area
1 parking space per 4 seats
3.3 parking spaces per 1,000 sq. ft. of gross leaseable area
4 parking spaces per Service Bay
1 parting space per 4 seats
4 parking spaces per 1,000 sq. ft. of gross floor area
1 parking space per 6 beds
1 parking space per 2 beds
5 parking spaces per 1,000 sq. ft. of gross floor area
2 parking spaces per classroom
10 parking spaces per classroom
1 parking space per 7 children
3.3 parking spaces per 1,000 sq. ft. of floor area
1 parking space per 4 seats
2 parking spaces per dwelling unit
1.5 parking spaces per dwelling unit
2.5 parking spaces per dwelling unit
3.5 parking spaces per dwelling unit
1 parking space per 2 beds
1 parking we per bed
1 parking space per bed
Min. Spaces: 3
Min. Spaces: 4
Min. Spaces: 3
Min. Spaces: 5
Min. Spaces: 10
iti
(1) For apartment complexes with ten (10) or more units, the required number of guest parking spaces will be determined
by multiplying the total number of parking spaces otherwise required for said apartment complex by .05.
1301.3 Parking Lots
(1) All parking lots, parking spaces, maneuvering aisles,
loading areas and driveways shall be paved with an all -
weather surface. Such all- weather surface shall consist,
at a minimum of six (6) inches of approved crushed rock
base material on compacted or undisturbed subgrade. If
such parking lots, spaces, aisles and loading areas are
to be paved with asphalt or concrete, the base for such
paving shall be the same as, or the approved equivalent
to, the all- weather surfacing required above.
(2) Location, size and number of handicapped parking spaces
shall conform to the latest building codes, state and
federal laws.
(3) If a development requires ten (10) or more parking
spaces, up to ten (10) percent of those spaces may be
designed for "compact cars." Effective stall dimension
shall be a minimum of seven and five-tenths (7.5) feet by
fifteen (15) feet and each space shall be signed "COMPACT
CARS ONLY."
(4) All other parking spaces and lots shall meet the
standards provided in Figure 13 -1.
(5) All parking spaces whether in a lot consisting of an all -
weather surface or a paved surface shall be clearly
delineated and designated by means of painted stripes,
wheel stops, signs or other approved methods.
(6) Parking lots and loading areas shall be designed to allow
all vehicle maneuvers such as backing, parking and
turning the vehicle, to take place on the lot.
1301.4 Off- street Loading Requirements
(1) Any use that receives or distributes materials or
merchandise by vehicle shall provide off - street loading
space in accordance with the requirements detailed below.
(a) Industrial uses shall provide one (1) loading space
for each ten thousand (10,000) square feet of floor
area.
(b) Business uses shall provide one (1) loading space
for each fifteen thousand (15, 000) square feet of
floor area.
(2) The following rules shall be applied in computing the
number of off- street loading spaces required:
(a) Floor area shall mean the gross floor area of the
use.
(b) Fractional spaces shall be rounded to the next
higher whole space.
(3) The required off - street loading spaces shall be located
on the same lot as the building or use served.
(4) A loading space shall contain a minimum of four hundred
twenty (420) square feet and shall be approximately
twelve (12) feet in width and thirty -five (35) feet in
depth. All loading spaces, maneuvering aisles and
driveways shall be paved with an all- weather surface.
1302. DRIVEWAY DESIGN STANDARDS
The developer shall design, construct, upgrade, reconstruct or
repair driveway or other facilities for access to lots according to
the standards of this section. Driveways shall be permitted only
upon streets where full street improvements exist and are
maintained as a public street by the City; provided, however, that
low volume (residential) driveways may be permitted on public
lanes, alleys or other accepted public access facilities in
existence prior to adoption of this Code. Prior to construction of
a driveway, the developer shall obtain a Driveway Permit from the
City.
1302.1 Location and Construction of Driveways
The location of driveways is based on a number of factors;
including the location of individual property lines and available
street frontage, requirements of internal site design, number of
vehicles to be accommodated, and traffic safety. As a general
rule, the farther from an intersection a driveway can be located,
the less it will affect the through traffic and the less delay it
will cause to vehicles using the driveway.
(1) The developer shall locate high volume driveway approaches
entirely within the frontage of the lot and not less than 10
feet from any side property line; provided, however, joint
driveway approaches may be permitted where a permanent joint
access is provided by the respective property owners either
through platting or a mutual access easement (see 1302.1(7)).
The developer shall locate low volume (residential) driveway
approaches entirely within the frontage of the lot and not
less than 2 feet from any side property line.
(2) The developer shall consider the location of other driveways
on the opposite side of the street when locating a proposed
driveway. Where possible, driveways on both sides of the
street shall be aligned in order to minimize adverse effects
on through traffic and to optimize efficiencies of the
TABLE 13 -3
MINIMUM DRIVEWAY CURB RETURN RADII
(In Feet)
Street
Classification
Low Volume
Driveway
High Volume
Driveway
Local 5 10
Collector 5 10
Arterial 10 20
1302.2 Driveway Spacing for High Volume Driveways
The developer shall design and construct high volume driveways
according to the spacing standards shown in Figure 13 -4.
1302.3 Driveway Design
Driveway design will depend on the land use, the volume, the
character of both through traffic and driveway traffic, and the
speed of traffic on the through street. Dependent upon these
factors, the critical design elements include radii of curb
returns, driveway throat width and the angle between the driveway
centerline and the edge of the roadway.
(1) The developer shall design driveway entrances to be able
to accomodate all vehicle types having occasion to enter
the lot, including delivery vehicles.
(2) The developer shall design driveways with curb return
radii according to the type of driveway and the
classification of the street as provided in Table 13 -3.
(3) Tapered or channelized deceleration lanes for vehicles
turning right into high volume or intersection type
driveways may be required on arterial streets. Where
such lanes are necessary, additional right -of -way may
also be required.
(4) The use of one -way driveways, supported by an appropriate
internal circulation system, is encouraged so that
entrances and exits can be separate driveways. This will
promote smoother traffic flow into and out of the
driveways and reduce traffic congestion in through lanes
on the street.
(5)
In some cases, where necessary for the safe and efficient
movement of traffic, the City may require that special
design techniques be employed to restrict or limit
turning movements into or out of a driveway before the
driveway can be approved. Such restrictions do not
affect the number and location of access points as
specified elsewhere. Figure 13 -5 gives approved minimum
design criteria for limited movement driveways.
Deceleration lanes may also be required to be
incorporated into the design.
(6) Driveway design standards for sites that include fuel
pumps parallel to the adjacent street are necessary due
to the special access needs that characterize such
developments. The developer shall design sites for fuel
pumps according to the following standards:
(a) The minimum corner clearance shall be a distance
of thirty -five feet (35') measured from the point
of intersecting right -of -way lines to the point of
tangency of the curb return radii leading to the
driveway approach. The point of tangency of the
curbline corner radius and that of the curb return
radius of the driveway approach shall not be
compounded.
(b) The minimum spacing between driveway approaches
within the same property lines shall be 25' of
tangent curb length.
(c) A minimum distance between the fuel pump, island
and the right -of -way or property line shall be 25'.
1302.4 Restrictive Provisions
Access to public streets will not be provided where the conditions
described below restrict or compromise the safety and efficiency of
the access.
(1) Backing Maneuvers. Access points shall not be approved
for parking or loading areas that require backing
maneuvers in a public street right -of -way except for
single family or duplex residential uses on local
streets.
Sight Distance Requirements. The minimum sight distance
shall be provided at all access points as shown in Figure
13 -6.
Signalized Intersections. Access drives within the area
of intersection of public streets where traffic signals
are installed, or are anticipated to be installed in the
future, will not be permitted.
(4) Provision of Access. If a lot has frontage on more than
one street, access will be permitted only on those street
frontages where standards can be met. If a lot cannot be
served by any access point meeting these standards,
access point(s) shall be designated by the City based on
traffic safety, operational needs and conformance to as
much of the requirements of these guidelines as possible.
Driveway approaches shall not be constructed or used for
the standing or parking of vehicles.
(6) Driveway restrictions along expressway ramps:
(a) If a driveway provides access to and from
expressway frontage roads, it shall not intersect
the frontage road at any point along the curbline
(5)
of the frontage road, or along the edge of the
pavement within two - hundred and fifty feet (250')
downstream from an exit ramp measured in the
direction of traffic flow on the frontage road,
Figure 13 -7. This distance is measured from a line
perpendicular to the right curbline of the frontage
road, drawn through the point of intersection of
the right curbline of an exit ramp and left
curbline of the frontage road, and located to
minimize danger created by the crossing, weaving
and merging of traffic.
(b) If a driveway provides access to and from
expressway frontage roads, it shall not intersect
the frontage road at any point along the curbline
of the frontage road, or along the edge of pavement
if there is no curbline, within fifty feet (50')
upstream of an entrance ramp, Figure 13 -7. This
distance is measured on the frontage road upstream
from a line perpendicular to the right curbline of
the frontage road, drawn through the point of
intersection of the right curbline of an entry ramp
and the left curbline of the frontage road, and be
located to minimize danger created by the crossing,
weaving and merging of traffic.
1302.5 Driveway Construction
(1) The developer shall pave with concrete or asphalt that
portion of the driveway approach within the street right -
of -way; provided, however, that where the street is not
paved, the developer may provide a non -paved driveway.
(2) Property owners developing multi - family, commercial or
industrial driveways located on non - curbed and guttered
streets are responsible for all culvert installations.
(3) Driveways of residential lots located on non - curbed and
guttered streets within the City limits requiring
culverts shall be installed by the City at cost.
1302.6 Abandoned Driveway Approaches
Whenever the use of any driveway approach is abandoned and not used
for ingress and /or egress to the property abutting, it shall be the
duty of the property owner of such abutting property to restore the
curb according to the City's specifications.
1303. REFUSE CONTAINER PADS
The developer shall install refuse container pads, where necessary,
according to the standards contained in Figure 13 -8.
FIGURE 13 -1
PARKING LOT DIMENSIONS
A
8
C
D
E
F
0
a b
0 •
8.0'
8.0'
12.0'24.d
23.0'
260'
--
30•
9.0'
17.3'
120' - -
18.0'
45.6'
378'
45•
9.0'
19.8'
13.0 --
12.7'
02.5'
46.5'
60•
9.0'
21.0'
180' --
0.4'
60.0'
555'
90•
ao'
tad
24o'ald
9.o'
62.d
--
A Parking Angle
8 stall Width
C 19' Stoll to Curb
D Aisle Width
Wan* way traffic
(b) two way traffic
E Curb tiogth Per Car
F Cantor to Center Width
(curb to curb modulo)
O Canter ts Center Width Module
(assuming front bumper overhang)
FIGURE 13 -2
RESIDENTIAL (LOW VOLUME) DRIVEWAY CRITERIA
7 60
Gar.
House
House
Garage
x•
M
r100'
-.rop-eiTirrirell=r---
tack of C &b
W or Edge oft
Pavewiegt`
Gar.
!Ouse
Local Street
E
St.
R
W, ft
Type
ft
Min
Max
With
curb
2
12
30
curbed
5
12
30
�,I« /1JAt s
WITS,
1- 1
1 S0' Minimum
Collector Street
tl�
Properly Lin.
Print.
(1) Construction, reconstruction or repair, refer
to Standard Cravings for Public Improvements.
(2) That portion of the driveway approach within
the public right-of-way shall have its center-
line perpendicular to the street centerline.
ASCENT/DESCENT STANDARDS
FIGURE 13- 3
ENTRANCE AND EXIT DIMENSIONS
FOR HIGH VOLUME DRIVEWAYS
6" curb face
4
varies
.evel Line
Private Property
Note: A parabolic approach
profile may to used as long
as this point is at least
level with tha top of curb.
Property
Line
ASCENT/DESCENT STANDARDS
Property Line
Concrete Drive �
Approach J
R•
- -t
Drive Approach
urn
Width
Stze.t�
Drive Type
Minimum
Width
Minimum
Radius, R
On. -Way Entrance
20 feet
See Table 13 -3
One-Way Exit
20 feet
See Table 13 -3
Two -Way Entrance /Exit
25 feet
See Table 13 -3
Mote: Maximum width for all types is 40 feet.
FIGURE 13 -4
ENTRANCE AND EXIT DIMENSIONS
FOR HIGH VOLUME DRIVEWAYS
('€JSeJ)
6" curb face
4 feet
varies .. ?
.eve1 Line
Private Property
Note: A parabolic approach
profile stay be used as long
as this point is at least
level with the top of curb.
Property
Line
ASCENT/DESCENT STANDARDS
perty Line
1'
Concrete Drive
Approach J
bL
Width
Street
• Approach
Curb Return
Drive Type
Minimum
Width
Minimum
Radius, R
One -Way Entrance
20 feet
S feet
One -Way Exit
20 feet
S feet
Two-Way Entrance /Exit
2S feet
10 feet
Note: Maximum width for all types is 40 feet.
3-
FIGURE 13 -3
HIGH VOLUME DRIVEWAY CRITERIA
c p j a cs._ ,.ele , }y,
Use Category
Max. % front-
age as drive
approach
Maximum number
of drive app -
roaches per
frontage
General Coma'l
<100' frontage
>100' frontage
N/A
1
N/A
2
Shopping Center
N/A
2
Gas Station
701
2 On "onside"
1 on side "
•Ninim m Clearances and Spaces
Items
Class of Major St.
Arter.
Coll.
Local
A•
75
60
40
5
150
100
40
C
50
0
0
0
50
35
25
E•
50
35
25
P
60
60
50
G
175
.100
50
NOTES:
• Gas Station shall have the
following minimum dimensions:
A • 35 feet
E • 25 feet
F • 35 fest
;1) No driveway or driveway approach shall
be constructed within 3 feet of any
obstruction such as street light or
utility pole, fire hydrant, traffic
signal controller, telephone junction
box, etc ..
(2) All drive approaches within the street
right - of-way shall have centerlines
perpendicular with the street centerline.
1
is
A
0
X--
L
r
-- —
6
0
>
-6 a
-- 0
L --
C21
£
U
> c
-6-
-C d
CD 0_
t
(1.)
L
3
0)
6
0
L.
ru
z
LP
v1
6
aJ
L
RIGHT IN, RIGHT OUT, LEFT IN
RIGHT IN, RIGHT OUT
RIGHT IN. RIGHT OUT. LEFT OUT
FIGURE 13-5
Design Criteria for Limited Movement Driveway
SIGHT DISTANCES AT ENTRANCES
LINE OF SIGHT
DL = SAFE SIGHT DISTANCE
LINE OF SIGHT
10'
DR = SAFE SIGHT DISTANCE
TO THE LEFT
TO THE RIGHT
LEFT TURN SIGHT DISTANCE AT ENTRANCES
O e DISTANCE ALONG MAJOR ROAD FROM DRIVEWAY TO ALLOW VEHICLE TO ENTER
SAFELY IFEETI.
30 MPH
40 MPH
50 MPH
60 MPH
2 One
4 or 6 lane
2 lane
4 or 6 lane
2 lane
4 of 6 lane
2 lane
4 ar 6 lane
Di.
OR
% OR
OL
OR
OL
DR
OL
DR
OL
OR
OL
DR
OL
OR
PASSENGER
C ARS
350
260
®
260
530
440
380
440
140
100
620
mm
1050
450
el
2500
500
400
400
400
650
850
850
850
1600
1600
1600
1600 2500
2500
2500
LINE OF SIGHT
DL = SAFE SIGHT DISTANCE
LINE OF SIGHT
10'
DR = SAFE SIGHT DISTANCE
TO THE LEFT
TO THE RIGHT
LEFT TURN SIGHT DISTANCE AT ENTRANCES
LINE OF SIGHT
S
DRIVEWAY
FIGURE 13 -6
Sight Distances for Driveway Design
S e DISTANCE ALONG MAJOR ROUTE FOR VEHICLE TO SAFELY TURN LEFT ONTO
DRIVEWAY IFEETI.
30 MPH
40 MPH
SO MPH
60 MPH
®®®®
eeISEIee
®
®
®®®®®®
5p
IFIeeEIe
000
140
460
570
620
670
610
660
950
1000
1100
1200
LINE OF SIGHT
S
DRIVEWAY
FIGURE 13 -6
Sight Distances for Driveway Design
EXIT RAMP/FRONTAGE ROAD JUNCTION
Paved or Curbed Island
Intersection of Surfacing
Intersection of RoaolwayEdges
FRONTAGE ROAD
Varies
50'
250'
See Note 1
See Note 2
ENTRANCE RAMP/FRONTAGE ROAD JUNCTION
Paved or Curbed Isl n
Intersection of Surfacmg
Intersection of
Roadway Edges
FRONTAGE ROAD
L.„. Note 1
E.S1
C.
P
He- 100 50
Varies
See Note 2
Note 1: No driveways..in this area
Note 2: No driveways in this area when island is present
FIGURE 13-7
Driveway Locations on Expressway Ramps
FIGURE 13 -8 ( W 0-4 F'rtus.e. (3-5)
REFUSE CONTAINER PADS
REQUIREMENTS FOR CONTAINER"LOCATIOti i PADS
Show Pad and location for dumpster containers or all plans for
businesses, commercial buildings, service stations, apt's, etc..
1. Overhead clearance of 20 feet required.
a. no overhead electrical wires, overhangs or eaves.
2. A minimum 50 foot straight approach to the container
shall be provided.
3. Minimum 10 feet clear space each side of container.
4. Adequate turn- around or backing area.
5. Container pad and container can not block road, street
right -of -way, drainage ditches; traffic or sight triangle.
6. Areas in front and along the side of containers shall be
marked as no parking zone" or "tow away gone".
7. The collection vehicle weighs 61.000 lbs. The driveways
should be constructed with this load in mind. The City
is not responsible for damage to private parking lots or
driveways.
O. Dumpster Should be located at the rear of the building.
SECTION 8-8
4 Rebar 12h" Q.C.
Centered in 6 slob
35.
SECTION A -A
30' Tuming
Radius
Refuse Container
MENNE
MINIM
■U■U■
NUNN
NEN
*4 Rebor 12" 0.C.
6" Slob /
PLAN
Class A 3,000 P.S.I.
Concrete
SECTION 2:
SECTION 3:
SECTION 4:
This ordinance shall not be construed or held to
repeal a former ordinance, whether such former
ordinance is expressly repealed or not, as to any
offense committed against such former ordinance or
as to any act done, any penalty, forfeiture, or
punishment so incurred, or any right accrued or
claim arising under the former ordinance, or in any
way whatever to affect any such offense or act so
committed or so done, or any penalty, forfeiture or
punishment so incurred or any right accrued or
claim arising before this act takes effect, save
only that the proceedings thereafter shall conform
to the ordinance in force at the time of the
proceedings, so far as practicable. This section
extends to all repeals, either by express words or
implication. Nothing in this section, or any
section of this ordinance, shall be construed as
abating any action now pending under or by virtue
of any ordinance of the City herein repealed; or as
discontinuing, abating, modifying, or altering any
penalty accrued or to accrue, or as affecting the
liability of any person, firm or corporation, or as
waiving any right of the City under any ordinance
in force at the time of passage of this ordinance.
Where there exists a conflict between any of the
regulations or limitations prescribed by this
ordinance and any other regulations applicable to
City development, whether the conflict be with
respect to zoning, building regulations,
subdivision regulations or any other matter, the
more stringent limitation or requirement shall
govern and prevail.
Each section and each provision or requirement of
any section of this ordinance shall be considered
separable, and the invalidity of any portion of
this ordinance shall not affect the validity or the
enforceability of any other portion.
SECTION 5: Any person, firm, or corporation violating any
provision of this Ordinance or failing to comply
with any requirement of this Ordinance will be
guilty of a misdemeanor and subject to a fine of up
to One Thousand Dollars ($1,000.00) upon
conviction. Each day during or upon which said
person shall violate or continue violation of any
provision of this Ordinance or non - compliance with
any requirement of this Ordinance shall constitute
a distinct and separate offense. The violation of
any provision of this Ordinance or the failure to
comply with any requirement of this Ordinance shall
each constitute a distinct and separate offense.
SECTION 6: The City Secretary is hereby directed to cause the
caption of this Ordinance. to be published at least
twice within ten days of final passage. This
ordinance shall take effect ten (10) days after the
date of final assage.
PASSED AND APPROVED this XD day of
(.9)ergeio ,
1990.
THE CITY OF HUNTSVILLE, TEXAS
By
Jan; "Monda , Mayor
aw, City Secretary
APPROVED AS TO FORM:
Jej /J
Scott Bounds, City Attorney