HomeMy WebLinkAbout1989-1817 - Ordinance - 08/24/1989ORDINANCE NO. 1817
AN ORDINANCE AMENDING SECTION 9.2.11. OF ORDINANCE NO 1638, THE
ZONING ORDINANCE FOR THE CITY OF COLLEGE STATION, SPECIFICALLY
AFFECTING THE SURFACING AND CURBING REQUIREMENTS FOR ALL OFF-
STREET PARKING AREAS.
WHEREAS, the City Council of the City of College Station, Texas
held a public hearing in the City hall at 7:00 p.m. on Thursday,
August 24, 1989, on the question of amending Section 9.2.D. of
Ordinance No. 1638;
AND WHEREAS, the City Council has determined to amend this
section;
THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
COLLEGE STATION, TEXAS:
Amend Section 9.2.11. of Ordinance 1638 to read:
SURFACING: Except as otherwise provided, all off-street
parking areas shall be constructed with a minimum allowable
parking lot pavement of 1.5 inches of asphalt pavement on top of
six inches of limestone base. A 6 inch raised concrete curb
shall be required around the entire perimeter of the lot and
around all interior islands. Design for pavement and curbing
must meet minimum standards as depicted in Exhibit A. Variances
to the standards may be approved by the Planning and Zoning
Commission. All off-street parking areas shall be installed
graded to drain and maintained so as to dispose of surface water
accumulated within the area. Parking spaces shall be so arranged
and marked as to provide for orderly and safe parking of
vehicles.
This ordinance shall become effective from and after its passage
in accordance with the City Charter of the City of College
Station.
PASSED, ADOPTED AND APPROVED this 24th day of August, 1989.
APPROVED:
Ma --or i e
ATTEST:
- \ ----------------
City S retary, Dian Jones
t
('C-5703
EXHIBIT A
r' 5704
#4 BAR (TYP) r 6"
2-
3"
CURBING OPTIONS
ASPHALT PAVEMENT
1'
BARS (TYP)
r'r'5 7 05
CURBING OPTIONS
CONCRETE PAVEMENT
r
__ FYPONCI0N AnINT
REMOVE ENTIRE CURB AND
GUTTER SECTION
EXISTING
PAVEMENT
REINFORCED CONCRETE
6° THICK
#3 BARS 18" C—C
K41NIMUM SLOPE 5W
IAXIMUM SLOPE 10%
NEW DRIVEWAY
RESIDENTIAL DRIVEWAY
5' FLARE 10' RAD I U S
REMOVE ENTIRE CURB AND
GUTTER SECTION
EXISTING
PAVEMENT
REINFORCED CONCRETE
6" THICK
#3 BARS 18" C-C
"iINIMUM SLOPE 5%
IAXIMUM SLOPE 10%
NEW DRIVEWAY
RESIDENTIAL DRIVEWAY
5' STRAIGHT FLARE
REMOVE ENTIRE CURB AND
GUTTER SECTION
EXISTING
PAVEMENT
REINFORCED CONCRETE
B" THICK
#3 BARS 1 B" C-C
"41NIMUM SLOPE 5%
IAXIMUM SLOPE 10%
NEW DRIVEWAY
COMMERCIAL DRIVE
URBAN ROADWAY
!,! 570
EDGE OF ROAD
EDGE
PAVEMENT MATERIALS MAY VARY.
IN GENERAL DRIVEWAY MATERIAL
SHOULD MATCH THE ROADWAY
MATERIAL UP TO THE R.O.W..
PAVEMENT DESIGN IS SUBJECT TO
APPROVAL BY THE CITY ENGINEER.
MINIMUM CULVERT SIZE
SHALL BE 247.
DEPTH OF COVER OVER THE PIPE
/ARIES WITH MATERIALS USED.
CULVERT DESIGNS ARE SUBJECT
TO THE APPROVAL OF THE CITY
ENGINEER.
6:1 SLOPED HEADWALL
4" THICK CONCRETE
REINFORCED W/ 6"X6"
WIRE MESH
THE SLOPED HEADWALL SHOULD
EXTEND TO THE TOP OF CURB
WHERE DRIVES HAVE CURB
FLOWLINE
COMMERCIAL DRIVE/
RURAL ROADWAY