HomeMy WebLinkAbout00070918A
REDEVELOPMENT MEETING
The purpose of a predevelopment meeting is to meet the City staff that will be involved
with your development and identify general issues that need further analysis. Along with
the discussion of these major issues, staff will talk about the development process,
distribute necessary information and discuss what permits will be required for your
particular development. This meeting is in no way a complete review of your project.
Staff will perform a formal thorough review once the minimum requirements are
submitted for your particular development.
General Information:
Date of Meeting: q' �L5'0/
A licant(s): 6� k
Applicant(s): P & L dt
City staff present:
klv� / J
Proposal: r/ y
j -
Miscellaneous:
l I p 0 0l /� /Yt � n Yi ,.,., ., !� ®. A/ � . ,.r`� ,� , r, .o ,., _ /�1 x► , .... J „�.... , iv►_.
IF
Utility Issues:
5fv,/- VIA �r
fru- 4 #144
achy:
Mnj
• •
�effi dscaping/Sirtmiscape a—
J
V95
I
Fire Hydrant —
&kjf1q: �14 j6i*W
d Aul
146-n%
Ki
PREDEVELOPMENT MEETING
The purpose of a predevelopment meeting io to meet the City staff that will be involved
with your development and identify general issues that need further analysis. Along with
the discussion of these major issues, staff will talk about the development process,
distribute necessary information and discuss what permits will be required for your
particular development. This meeting is in no way a complete review of your project.
Staff will perform a formal thorough review once the minimum requirements are
Submitted for your particular development.
Date of Meeting: � I 5 b l
Applicant(s): j,l� �j� - / /,� �q,( �aM4Yl. /�� �doC �
&U,
City staff present: R e
Proposal:
d 5 M ('din -fjA J n� t 0
eA haxC A�
Miscellan ous:
WavA
d
K tq 6 (-k fty)MJ (A
Utility 16SUCO:
Water Availability /Capacity: j
Sanitary Sewer Availability /Capacity:
Impact feco: 011+
Electrical kuA
Fire Hydrant
Migoellaneouo:
LandoGaping /StreetoGape:
5i6lewal k5:
Dumpoter Location:
5igno:
Screen i ng /Bufferi me:
Variance Requeoto:
D
APR-10-05 WED 12:18 GAL I NDO ENGINEER^, 979 ._^•468868 P.02
C"'Y 01' COLLEGE STATION
SPECIFICATION NO. 203A
t:E11I,NT STABILIZED BASU. (PLANT MIX)
203A.1 Description. This liom shllll govenl tholis
e ctruetlolt of a Portland c;.�zlcnt trcatcd basc
(l "I B) course composed of gravc! basc marcr;<11_ Poril end ccnzcnt. and t,1tcr t
mixing plailt and constructed in ;accordance with tl)c tvpicll sections. lines. grades and [Ile kncsscs t sho.� t1
Oil Til plans, e C`Cf3 tnatenals znd placement shall conform ro the requirements outlined in ITEM ?76
Of the STANDARD SPECIFICATION FOR CONSTRUCTION OF HIGHWAYS, STREETS. AND
13R1DGCS (hercinat?er TxD0T Spccificatl0ns). except :1s moc ifllt d herein
203A.2 l Iaterials. Materials shell conf�rnl to the f:llottiirtp rc
(1) Basc Aggregate Materials. Th, sand and .rz 'i �regstc aced ,1i [hL c;;n,ent trcatcd basc
nit.x shall be "pit run" material rnet(111
Gradation tests shall be pertormcd at tlic di �, t.no ti he t�it, 1 i shallic t bin Ta ble
a from the
c011110 -or belt at thy, 1111 \11)2 plane.
(2) Portland Cemem. Portland cement snail b eitl,cr - I - ,pc I - IP, or 1I contor.)une to thy:
requirements of Item 524- - 'Hvdra ellic Cement. of t`1c TxDOT Specifi
( %'Water. Water shall conforll) to the requirements of (tern 421, "Penland Cement Concret::,
Of the TxDOT SPeciflcations.
CABLE I. GRADATION REQUIREMENTS FOR CTI3 MIX
SiF - ALLOW LE RANGE
S IZE ' PERCENT PASSING
"— __ Percent to perc
_.....Minimum ` - -- - -- — - - - -�
�`' � •1Q
yr)
Gmdation sl1r,}l be detenllined by the - wct "' sje�e Method (ASTM D tZ2)
In addition the Itlsterials s11<111 111eet the follonving Attcrbtrg Irilut require{n� r11s.
LL : �)r :_ 3;
P1 c,r :. -
203A.3 Compressive Stretlgth. Compressive SrrCilLn'j,s Of tile; cement trcatcd basc shill be the
requirements listed in 'fable 2
-Specification 203A- Page I or' -i.
itcviscd 1lZ ;Jp�.
APR -10 -05 WED 12:12 GALINDO ENGINEERS 979 846 8868 P.03
TABLE 2. SEVEN (7) DAY COMPRESSIVE S TREN GTHS REQUIREMENT FOR
CEhIENT STABILIZED BASE MIX
..._-- �FtEQ.UIl21i✓ME1YT .— ,.._.._.
_ _CAT000FiZATIONSS
Acceptable Lunits
Target Limits
f
_ Maximum- & Minimum
RANGI; I`N COhTPItGSSIVE I2ANGk OF ALLOWABL:FF
STr T
n H, psi__ -- ^ CEM ENT CONT ENT.
200 to 700 2 to 9
to 500 j s to 4
Cement content will be selected tw the Dasig,n b:nPi;:eer o: the C
strenb-,. ity t;ased on cumpressiyt
s;tti tests determined a mix desigtl provided by the Contractor
Compressive strengths shall be verified during construction by obtaining field samples of the
mt�ed rnaterials at nvo times during each day of placement. The MI- Aterial shall be taken to the laboraton
and three cvlinders of compacted materials formed• listless otherwise shown on the plans_ the materials
shall be compacted in accordance. with Test Method Tex - 120 -E- at the field moisture content. The
cvlinders shall be moist cured and two of the &,ree cylinders tested for compress, ve strength at 7 days
The third cylinder shall be field in reserve for possible later tesi:in; ,". The compressi� e strength of t1ie.
rested cylinders shall meet the requirements of Table 2.
203A.4' Construction Nlettiods.
(1) General. A completed base course shall rnect the minimum thickness requirements
indicated on tlic Plans and shall be uniformly treated. free fro"' loose or segregated areas_ of uniform density and moisture content, .yell bound for its fii11 depth :and wirli a smooths . QrfKe.
( Preparation of Subgrade or Existing Subbasc. Prior 1c, placinP the, cement treated
base ttie subgrade or existing subbase shall be shaped to conform to the typical sections, as shown on the
Plans or as established by the Project Engi r oll the roadbed in
neer or the City. The Contractor shall proof r
accordance with Item 216 "Rolling (Proof) ", of tlt� T:YD07' Spcitications before placing treated
material. Soft spots shall be corrected as directed by the Project En or the City.
( lvlixing artd Placing. The ceinent, base inaterial. and water shall be thoroughiv mixed in
a central batch plant_ After mixing is completed, no additional water shall be added to the mixture unless
that approved by the Project Engineer or the City. Cernetat treated material shall be placed of a le
at area where the compacting and finishing operations can be corripleted during the same working day.
Unless otherv:•ise approved by the Engineer. Ciie cenierir [re<ited base operation shall not be started «•hen
above Arid risin
The air temperature is below 40° 1+' and falling, but may s 35 °For
v be placed \vheti the air temperature ig. 111e temperature will be taken in the shade acid away from artificial !real. Cement
treated base shall not be placed when weather conditions are unsuitable in the opinion of the Pro ect
Engineer or the City. J
( Cornpartion Method, Compaction shall continue until the ertrire
Urliforrtil,y compacted by ` Control ". depth of mixture is
Specif Ution 203A- Page 2 of 4
Revised 1/25/02
APR -10 -05 WED 1 GALINDO ENGINEERS 979 846•_ P.04
Compaction shall be cortrpleted within two (2) h ours of the addition of water to the dry mixed
matcnal. However, when multiple lifts are permitte compaction of all lifts shall be completed within
five (5) hours after fire addition of water to tile: treated base used in the first lift.
After tTirxing, the cenleltt treltPd rnatenal shall be hauled to tile. roadwav and compaction begun
immediately after placement. 'Throughout this CIM operation, the shale of t!)e course shall be
rnairttained by blading and (lie surface upon collIpletiotl sh ell be smooch and in conformity with the
typical sections, lines and grades a
C'it), s shown on the plans or as established by the Project Engineer or the
Unless otherwise sho +vn on Elie pl�lns, eacll cour'Si: shall 1 c l Ofnp3C(Cd tip the E \tint necessary ifi
provide trot less than 95 percent of the density as deterinined b% "Test Merhod Tex- I20 -E, Part It. At the
beginning of compaction, the p Of 1TZOistln'e [rl (lilt nlr;'turt shall be witilln -- dirge (3.0) to -- two
(2.0) percent ee optimum as determirleci by Test Method Tex - 120 -E, unicss otherwise approved by the
Proje<;t Engineer or the City, The percentage of tTtoisture �t in
ill be dcterrl)ed in accordance with Pest
adjust operations to [Weer
Method Tea- 103 -E. I e et t fl percentage of moisture. is outside the allowable tolerance. Elie Contractor shall
is requirement. Roadway dcnsiry will be determined by - Test Method Tex-1 15-
F', Field moisture and density tests shall be performed ever• 1.000 linear feet of roe :dwav length.
When the material fails to meet die density, requirements or should chi; material lose the required
stability, density or finish before the next course i$ placed or rite project is accepted, the treated material
shall be removed and replaced, unless approved by the be at i=ngi
1Vyt tleer. I�emovzi and rcplacerlterTt
ll Elie Contractor's expense,
(:` -) Finishing and Microcrackirla, lntrnediacely after co[nraction, the final course shalt be
clipped, skinned, or tight bladed by a maintainer or subgrad - irirrme.r to a depth of approximately % inch.
removing all loosened materials. The loosened inareri11 shall he disposed of at the Contractor's expense
and at a location approved by the Project l� ;nginecr or the Cit, The. surf ace shall be rolled immediately
with a pneumatic tire. roller, .idding shall increments of moisture as needed d:rrin- rolling.
(b) Initial Curing. 'Flee ceni,:nt treated b ase shall he I;CPt %yet for a perlod of 24 hours after
coreipletion of compaction. This may achieved 6;- sprinkling with i ater.
(7) Mircrocracking, After the initial 24 hours curing period the finished CTB course shall be,
tested to determine the stiffness of the layer. The stiffness nTc asurernent of the CTB shall be determined
using all approved device, such as the Humboldt Stiffness Cruge MSG), or equivfllent, Or)e test _,vill be
made along each 100 ft section of street or as determined by the City. 7l)e test location shall be marked with paint for later retesting. If the initial USG readings art. the range of 50 to 60 (MN /ni), then
microcracking of the CET course shall begin, If the readings are below the stated range, the CTB course
shall be allowed to cure for an additional 24 hours rind stiffness readings obtained at the end of the 24
hour period and prior to the conirmencemetlt of microcracking operations.
Microcrackirig of the CTB shalt be acc orltplis hed by a 12 ton steel - wheel vibratory roller,
tiuveling at a speed of approximately 2 n)ph and vibrating at Inaxiinunl amplitude (or as directed by the
Protect Enp_.irleer or the City). T section shall hav 100% cover. ,1ge exclusive of the outside 1 foo
to induce minute cracks in the CTB. The rtlicrocracking operations may be ter t so as mum)
nated when a mini
40% reduction in the stiffness of the CTB course is achieved as compared to the nate l w e n a
the target iota! stif�ncss m min
readings. After one pass of the vibratory roller, the stiffness of the CTB shall be determined. Based on
inimum reduction of 40 %, it will be decided if additional passes are required.
Additional passes of the steel roller may b required to achieve the desired cra patted) or section
modulus as dcternlu)cd by the Project Engineer or the Citv- The CTB course shall be tested for stif Ness
Specification 203A- I'age 3 of 4
f;eviscd "/2j/02
APR -10 -05 WED 12:20 GALINDO ENGINEERS 979 8468268 P.05
after each additional rolling. It is anticipated that the roller ;will have to make between approximately I to
4 passes to achieve the required rt�duction in stiffness.
(8) Final Curing. Attcr cessaciocr of rn:croc rack ing the section shall be moist cured for a period
Of at least 48 hours
(9) Surface Coating. Follow' m Completion of the Enicrocrack!rrS operations, 1 prince coat
consisting of MC - 3U asphalt shall be applied to the surface of the CTB course in accordance tviih the
requcreme -nts of Item 312, "Prime Ccat," of the TxDo specifications. If significant cracki
1'
the (13 followi ng occurs in
ng applic::tioct of the prime coat, the cra;:ks shall be sealed. Significant cracking will be
determined in the field accordirq to a crcteriz agrec;d to b� thF_ Contractor. the Yr��ect Ennineer, and the
(10) (10) Crack Sealing, Any pavement surf<jce cracks which may occur during the first near
following completion are required to be cleaned of all foreign debris acrd sealed with hot applied sealant
Material meeting ASTMD X93405 - and Federal Specification 9SS -S -14018
Specification 203A- Pau 4 of , l
Revised 1/25/02
DISTRICT USE SCHEDULE - TABLE A
Dist. Min. Lot Min. Lot Min. Lot Min. Front Min. Side Min. Side Min. Rear Max. Max. Net
Area/DU Width Depth Setback Setback St. Setback Setback Height DU /AC
RESIDENTIAL DISTRICTS
A -0 5 acres
50'
20'
15'
35'
R -1 5,000 SF 50' 100'
25'(D)
7.5'(C)
15'(F)
25'(F)
2.5 story/35'
8.0
R -IA 4,000 SF none none
25'(D)
7.5'(C)
15'(F)
20'(F)
2.5 story/35'
10.0
R -113 8,000 SF none none
25'(D)
7.5'(C)
15'(F)
25'(F)
2.5 story/35'
6.0
R -2 3,500 SF 35'(E) 100'
25'(D)
7.5'(C)
15'(F)
20'(F)(H)
2.5 story/35 '
12.0
R -3 2,000 SF 20' 100'
25'(D)
(A)(ji)
15'(F)
20'(F)
35'
14.0
R -4
25'(D)
(A)(B)
15'
25'(F)
2.5 story/35'
16.0
R -5
25'(D)
(A)(B)
15'
20'(F)
45'
24.0
R -6 Lot area, setbacks, height determined by site plan review; density
above 24 DU /acre determined by City Council
R -7 See Mobile Home Park Ordinance.
NG -3 No Minimum
15'
60' no max.(I)
PUD Sec. 7.19 for restrictions.
A -OX 2.0 Acres
50'
15'
15'
25'
35'
A -OR 1 Acre
50'
25'
25'
50'
35'
1.0
COMMERCIAL DISTRICTS
C -N Sec. 7.10 24' Sec. 7.10 25' (A)(B) 15' 15' 35'
--* A- P.C- l.C- 2 *.0 -3.CB 24' 100' 25' (A)(R) IT 1Y
NG -1 0'(J)
NG -2 0'(J)
C -PUD Sec. 7.20 for restrictions.
0' 15' 5u'
Of 15' None(J)
*When C -2 abuts single family residential, duplex, or townhouse development or zoning districts.
24' 100' 25' 40' 15' 40' 35'(G)
INDUSTRIAL DISTRICTS
M -1 100' 200' 25' (A)(B) 15' 15'
M -2 25' (A)(B) 25' 15'
.* A - A minimum side setback of 7.5 feet is required for each building or group of contiguous buildings.
B - Lot Line construction on interior lots is allowed where access to the rear of the building is provided on the site
or by dedicated right -of -way or easement.
C - Zero lot line construction of residence is allowed where property on both sides of lot line is owned and /or
developed simultaneously by single party. Development under lot line construction requires prior approval by
the Zoning Official. In no case shall a single family residence or duplex be built within 15 feet of another build-
ing.
D - Minimum front setback may be reduced to 15 feet when approved rear access is provided, or when side yard or
rear yard parking is provided.
E - The minimum lot width for duplex dwelling may be reduced to 30 ft./DU when all required off - street parking is
provided in the rear or side yard.
Zoning Ordinance Page 7 - 52
Type of Generator Unit Spaces Per Unit Plus -For
Medical or Dental Clinic
( <20,000 S.F.) 200 S.F. 1.0
(20,000 - 50,000 S.F.) 275 S.F.
(20,000- 225 S.F. 1.0
50,000 S.F.)
(> 50,000 S.F.) 275 S.F. 1.0
(As amended by Ordinance No. 1968, dated August 13, 1992)
Motion Picture House Seat .25
(As amended by Ordinance No. 1800, dated February 9, 1989)
Night Club
50 S.F.
1.0
Office Building
250 S.F.
1.0
Personal Service Shop
250 S.F.
1.0
Private School or
100 S.F.
1.0
Commercial Studio
Retail Sales & Service
250 S.F.
1.0
Restaurant
65 S.F.
1.0
(includes Fast Food Restaurant
WITHOUT drive through)
(As amended by Ordinance No. 2029, dated August 26, 1994)
Restaurant
100 S.F.
1.0
(with Drive -thru facility)
Rooming/Boarding House
Sales Display
Single Family Residence
Shopping Center **
(75,000 S.F. or less)
Shopping Center **
(More than 75,000 S.F.)
Townhouse
Theater
Truck Terminal
Veterinary Clinic 300 S.F. 1.0
(As amended by Ordinance No. 2002, dated February 25, 1993)
1000 S.F. 1.0
Warehouse
Person
1.0
250 S.F.
1.0
DU
2.0
150 S.F.
1.0
200 S.F. 1.0
DU 2.0
Seat .25
As determined by the Commission
NOTE: DU - Dwelling Unit; S.F. - Square Feet of floor space. Generators of traffic not listed above to be deter-
mined by the Commission.
* Parking spaces within service bays shall be credited toward off - street parking requirements.
** No more than twenty-five (25 %) percent of any shopping center square footage shall be utilized for restau-
rants, nightclubs, taverns, bars or theaters unless additional parking is provided in accordance with the above
requirements for that square footage of such uses in excess of 25 %."
Zoning Ordinance Page 9 - 12
I
ALOWABLE AREAS
FOR FREESTANDING SIGNS
FRONTAGE
MAX. AREA'
(FEET)
(SQ. FT.)
0 -50
25
51 -100
50
101 -150
75
151 -200
100
201 -250
125
251 -300
150
301 -350
175
351 -400
200
401 -450
225
451 -500
250
501 -550
275
551 -600+
300
TABLE I
NOTES
1. FRONTAGE - the number of feet fronting on a public
street to which a sign Is oriented.
2. AREA - the area in square feet of a single face sign. or
(1) side of a double face sign. or half the sides of a
multi -face sign.
3. The area of a freestanding sign is the area enclosed by
the minimum Imaginary rectangle of vertical and
horizontal lines which fully contain all extremities.
exclusive of supports. of a horizontal view of the sign.
4. The maximum area of any freestanding sign may not
exceed either that allowed by the chart above or the
square of (1 /6) the distance In feet from the base of
the sign to the curb or pavement edge of the frontage
street. whichever is greater.
1 5. On corner lots. the frontage street shall be the greater
street as classifled on the throughfare plan.- Where
two streets are the same. the applicant may choose
the frontage street.
ALLOWABLE HEIGHTS FOR
FREESTANDING SIGNS
(Distance from curb/ pavement edge in feet)
AT LEAST LESS THAN HEIGHT
10 15
4.5'
15 20
8.0'
20 25
11.0'
25 30
14.0'
30 35
16.0'
35 40
19.0'
40 .45
21.0'
45 50
23.0'
50 55
26.0'
55 60
29.0'
60 65
31.0'
65 70
34.0'
70+
35.0'
• 100+
•50.0'
NOTES
1..•- :DISTANCE.FROM CURB -.the distance in feet from
the - curb orpavernent edgeto the nearest part of the
sign.
2. HEIGHT height of the .sign measured from the
elevation of the curb or pavement edge.
3. No freestanding sign shall exceed 35' in height except
as In No. 5 below.
4. On corner lots only. the frontage street (as defined In
No. 4. above) can be used to detenmi. . height and
•5. Tracts zoned C -1. C -2. C -3. M -1 & M•2 with a mini-
mum 100' of frontage on S.H.6 East Pypass may have
a sign up to a maximum of 50' in height with a
minimum distance from the right -of -way of 100'. The
sign shall not be closer than 200' to any property
zoned R 1. R- IA. R -2 or R -3.
Zoning Ordinance Page 12 - 12
TABLE H
Summary of Sign Regulations
sign
Classification
Permitted
District
Marlmum
Area
Mazimum
Height
Setback
Number
Allowed
Permit
Required
Subdivision
all
150 sf
15'
10' from ROW
Sec. 12.3.J3
yes f
Area I.D.
all
16 sf
4'
10' from ROW
Sec. 12.3.B
yes
Apt. /Condo /MH
R- 4,R- 5,R- 6.R -7 100 sf
10'
10' from ROW
1 /project•
yes
Development
all
35 sf on 50' ROW
15'
10'_from ROW
1
yes
(Project)
no
65 sf on 60' ROW
> 150 ' frontage -32 sf
1 finance
Political
150 sf on 70' ROW
10 'from curb
n/a
no
250 sf on >70' ROW
If area > 2 sf
Roof
Development
all
. same as above
15'
10' from ROW
1
yes
(Subdivision)
Traffic
R -4, R -5, R -6. A -P. 3 sf
4'
4' from curb
1 /curbcut
no
Control
C -1. C -2, C -3. M -1, M -2
Real Estate
all <150' frontage -16sf
8'
10' from ROW
Sec.12.3.G
no
>150 ' frontage -32 sf
Finance/
all < 150' frontage -16 sf
8'
10' from ROW
3 eonst.
no
Construction
> 150 ' frontage -32 sf
1 finance
Political
all See Table 1
10 'from curb
n/a
no
If area > 2 sf
Roof
shall be treated as commercial freestanding si
f
Freestanding
A -P 100 sf
10'
10' from ROW
1 /premise
yes
if > 2 acres
Freestanding
C -1, C -2. C -3. M -1 .M -2
See Table
1
Sec. 12.3.K
yes
Low Profile
A -P. C -2. C -3. 60sf
4'
10' .from -ROW-
Sec. 12.3.K
yes
Attached
-----Sec.
12.3.1,
yes
Exempt
Sec. 12.3.P
i Prohibited
_
See. 12.3.0
• Refer to Sec. 12.3.C. (As amended by Ordinance No. 1695 dated February 12, 1987)
Zoning Ordinance Page 12 - 13
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HOAVAn HcXWAM
STANDARD STREET CROSS— SECTIONS
Rev. 4M
9 -19
I i
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A raised island, encompassing not less than one hundred eighty (180) square feet in
area, shall be located of both ends of every interior parking row and at both ends of
every peripheral parking row, regardless of the length of the row.
(As amended by Ordinance 2317 dated Alarch 12, 1998)
7. INTERIOR ISLANDS
For every fifteen (15) interior parking spaces 180- square feet of landscaping must be
provided somewhere in the interior rows of tie arking lot. Interior island areas may
be grouped and configured as desired provided circulation aisles remain clear.
Interior islands may have sidewalks through them.
End island areas that exceed the minimum required by counted toward the interior
parkin island requirement.
f l amended by Ordinance No. 2097 dated November 10, 1994)
(As amended by Ordinance 2317 dated March 12, 1998)
8. PARKING LOT ISLANDS
All parking lot islands must be raised at least 6" and curbed, with the majority of the
area planted or treated with enhanced paving. The bottom areas of planted islands
must be contiguous with uncompacted soil.
(As amended by Ordinance 2317 dated March 12, 1998)
B. OFF - PREMISES LOCATIONS: For any new use, building or structure where the
required off - street arking cannot be provided on the premises because of size or location
of the lot or building plot, such parking may be provided on other property under the
same ownership in fee simple or under a perpetual easement which commits the land for
parking for the use, building or structure, not more than two hundred (200 feet distant
rom the building site provided the proposed parking area is located in a district where
parking lots are permitted for that use.
(As amended by Ordinance No. 1783 dated November 10, 1988)
C. DEVELOPMENT AND MAINTENANCE OF PARKING AREA: Every parcel of land
hereafter including commercial lots automobile
used as a public parking area, parking
farm - bile home, lot, be developed ana
«` equipment, mo trailer, or other open-air sales shall
maintained in accordance with the requirements in this section.
D. SURFACING: Except as otherwise provided all off - street parking areas shall be
constructed with a minimum allowable parking lot pavement of one and one -half inches
(1.5 ") of asphalt pavement of top of six inches (6 ") of limestone base. In the case where
concrete pavement is desired the concrete shall be five inches (5 thick, with the
exception that all designated fire lanes shall be six inches (6 ") thick. a reinforcement
within the concrete section shall consist of number four (#f4) bars on eighteen inch (18 ")
centers, centered within the pavement thickness. A six inch (6 ") raised concrete curbb
shall be required around the entire perimeter of the lot and around all interior islands.
Designee for pavement and curbing must meet minimum standards as depicted in Exhibit
A. Variances to the standards shall be approved by the Planning and Zoning
Commission. All off -street parking areas sliall be installed graded to drain and
maintained so as to dispose of surface water accumulated within the area. parking spaces
for
shall be so arranged and marked so as to provide orderly and safe parking of
vehicles.
(As amended by Ordinance No. 2226 dated December 12, 1996)
E. LIGHTING: All lighting fixtures used to illuminate an off -street parking area shall be
arranged so as to direct or shield the light away from any adjoining residential premises.
Zoning Ordinance Page 9 - 2
F. NON - PUBLIC, ALL - WEATHER DRIVE SURFACES: Temporary or permanent drive
surfaces that are required for emergency access or turnaround for emergency vehicles
must be constructed to function under all weather conditions. To accommodate a project
during construction, phasing, or permanent installation, drive surfaces that do not meet
the requirements for permanent pavement surfaces may be allowed at the discretion of
the City Engineer for the specific conditions stated below:
TEMPORARY ALL - WEATHER SURFACE (during construction) - A structure
under construction must be accessible by an all-weather drive surface. This surface
ma consist of the permanent pavement as described in Section 9.2.D or may consist
of lour inches (4 ") of limestone base with a one - course (1) seal coat as specified in
the Texas Department of Transportation Standard Specifications for Construction of
Hi hways, Streets and Bridges, 1993 Edition, Item 16. This temporary all- weather
surrace must be reworked or replaced to meet the permanent pavement standard as
described in Section 9.2.D. prior to issuance of a certificate of occupancy.
SEMI - PERMANENT ALL - WEATHER SURFACE (during phasing) - In cases
during phasing of a large project, emergencyy access and turnarounds often must be
added as a temporary measure until additional phases are constructed. These
emergency access areas may consist of rmanent pavement as described in Section
9.2.D., or may consist of six inches (6"Tof limestone base with one - course 1) seal
coat as specified in the Texas Department of Transportation Standard Sppeeccifications
for Construction of Highways, Streets and Bridges, 1993 Edition, Item '316. If the
semi - permanent surface is used the six -inch (b) curb is not required, and these
areas must be gated or protecter� from public usage and signed for emergency access
only. When the additional phase is constructed these areas must be removed or
reworked to meet the permanent pavement standards as described in Section 9.2.D.
PERMANENT ALL - WEATHER SURFACE (permanent) - In some development
scenarios, an emergency access or turnaround must be constructed to meet emergency
access purposes and is not required for public traffic, service vehicles or sanitation
vehicles. In these cases, the area required for emergency access only may consist of
permanent pavement as described in Section 9.2.D., or may consist of six inches (6 )
or limestone base with a two - course (2) seal coat as specified in the Texas
Department of Transportation Standard Specifications for Construction of Highways,
Streets and Bridges, 1993 Edition Item 316. If the seal -coat surface is used, a six -
inch (6 ") curb is not required, and these areas must be gated or protected from public
usage and signed for emergency access only.
(As amended by Ordinance No. 2226 dated December 12, 1996)
G. TEMPORARY PARKING LOTS: When additional parking, in excess of what the zoning
ordinance requires and /or in excess of what was inslalled when a facility first opened is
necessary to accommodate business or patronage that was unanticipated when the facility
first opened, this parking may be supplied using the standards below. All such parking
lots must receive site plan approval from the Planning & Zoning Commission following
the site plan review procedures outlined in section 10 of the zoning ordinance. If these
standards are allowed, the parking lot ma exist on a temporary basis, not to exceed 12
months. The beginning date of the ly month period shall be determined by the
Commission.
(As amended by Ordinance No. 2226 dated December 12, 1996)
STANDARDS
1. The surface of the parking lot may be gravel or some other temporary material as
approved by the City Engineer.
2. The lot must be designed to accommodate drainage in accordance with the City's
drainage ordinance. Curbs, gutters or other improvements may be required where
necessary to comply with drainage regulations as approved by the City Engineer.
3. Entrance to the lot from any public right -of -way is at the discretion of the
Commission based on recommendation of the City Engineer.
I Zoning Ordinance Page 9 - 3
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