Sandy Lk Cross L3-CS 890420 ,! ,: ~. .
Date: April 20, 19 ~'~'~
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RE: Case ~S-1042
LOCATION South of Sandy Lake Road on Denton T~p, next to the
existin~ McDonald's restaurant.
REQUEST: Zoning change from (R) Retail, to (C-SUP) Commercial
Special Use Permit, for the operation of a Kentucky Fried
Chicken restaurant ~,p_) ~[,,~
APPLICANT: Kentucky Fried Chicken. ]
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SURROUNDING LAND USE & ZONING:k~ ~! ;~: .-
(See Zoning ~ap) ~ ',- /~ .(i)..~"'
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SUMMARY: Staff has ~o--obj~qtions to the Special Use Permit in
general~howev~,) staff does not support the request of an
additiona/---d~-i~fe-way, since it does not meet the
Sub~io~-.~Or~_~nance requirements,. Also, staff recommends
th~onument sign~ .deleted from the SUP request, and
ALTERNATIVES: 1) Approve with variance requested.
2) Approve without variance requested
3 ) Deny
ATTACHMENTS: 1. Location map
2. Zoning exhibit
3. Letter from Ginn, Inc., dated April 13, 1989
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GINN, INC. CONSUI,TING ENGINEERS
April 13, 1989 ~
Mr. Russ oyle, P.E.
City of yoppell i~~ I ~ 1989.' ~'~
P.O. Bg~ 478 · .
Coppel~, TX 75019 ~_~_. . ....
Re: Kentucky Fried Chicken .............
Zoning Request and Final Plat/Construction Plans
DRC-Engineering
Dear Mr. Doyle:
We have reviewed the above referenced project and offer the
following comments.
Regarding the Zoning Change Request from Retail to Commercial-
Special Use Permit with Drive-Thru, we suggest the monument sign
not be indicated on the Site Plan at this time under the SUP but
rather be handled as a separate issue. Also, a Variance Request
should be added on the Site Plan for a north-drive access to be
allowed off of Denton Tap Road. These Site Plan revisions can be
made conditions of any motion when considering this issue at the
Planning & Zoning meeting with the revisions being requested to
be made prior to the Zoning Change Request going forward to City
Council.
Regarding the Final Plat we have the following comments.
1. Applicant should re-verify the square footage and acreage
calculated for this site.
2. Per the City's Comprehensive Floodplain Management
Ordinance, paragraph 4 oii page 34, a Floodplain Permit note
needs to be added to the plat. This site, however, is not
within the limits of any existing floodplain or floodway,
therefore, a permit number for development would not be
applicable.
3. Any proposed fire lanes outside the limits of the platted
site need to be dedicated by separate dedication
instruments. These instruments should be executed,
notarized and provided to the City prior to the Final Plat
being submitted to the City Council for consideration.
4. The floodplain note shown on the Final Plat is not required
to be on the plat, and thus, can be deleted.
17103 Preston Road · Suite 100 · LB 118 · Dallas. Texas 75248 · Phone 214/248-4900
5. The need for the Variance Request for a north-drive is due
to the Sub-Division Ordinance requiring, for a 35 mph
roadway, 100 feet be provided between drives and for a 40
mph roadway 120 feet be provided. Approval of the variance
would allow a driveway spacing of only 72 feet
approximately. Circulation will still exist without this
drive via the common access drive between McDonalds and this
site. Please reference the attached excerpts from the Sub-
Division Ordinance.
Regarding the Construction Plans we offer the following comments.
1. Power feed from TU Electric should be an underground feed
from Denton Tap.
2. Site should sewer (sanitary) from tke rear as per the
original Preliminary Engineering plan. This will alleviate
the need for the applicant to open cut approximately 65 feet
across the new Denton Tap Road pavement (3 southbound lanes,
median and 1 northbound lane). Public safety and reduced
liability will be better assured for both the applicant and
the City with this requested revision.
3. The 2" domestic water tap should be in the same trench as
the fire hydrant lead tap if the new Denton Tap Road
concrete pavement is existing at the time the site develops.
This will alleviate the need for 2 street cuts or tunnels
(whichever is required by Public Works) and only require 1.
4. All pavement shall be required to be 6" thick, 3000 psi at
28 days with a 6" lime stabilized subgrade (6%). This
includes any drives. Also, no cushion sand is allowed
between the subgrade and the pavement.
5. Applicant must submit written permission from the property
owner prior to the City allowing any pavement to be placed
outside either the platted area or outside any fire lane
easement boundaries. This shall be required prior to
approv~l Cf tile construction plans.
Please call if you have any questions.
Sincer~e~ly, /-')
Kevin Peiffer,/~. E.
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KP/dsp
cc: Robert Howman, Ayres Assoc.
DRC
File 89305
DRIVEWAY RADIUS
All driveways intersecting dedicated streets shall be built with a
circular curb radius connecting the six-inch raised curb of the roadway
to the design width pavement of the dmiveway. Driveways shall be located
far enough from the interior property line to permit the curb radius to
fall entirely in f~ont of the sub)eot property. The City Engineer shall
approve the driveway w~dths and driveway radius at the time of site plan
review previous to issuance of any butldtng permit. In order that the
definition of the location of the edge of pavement for the thoroughfare
may be maintained, driveway radii shal! always be designed to become
tangent to the street curb line. Two-way driveways sha]l always be
designed to intersect the street at o gO-degree angle. One-way driveways
may be designed to intersect o street at o minimum 4S-degree angle.
DRIVEWAY SPACING AND LOCATION
The spacing and location of driveways shall be related to
ad)acent driveways and nearby street intersections. The spacing
between driveways shall be dependent upon the speed limit of the
thoroughfare and ore recommended os follows: Isee Figure 2)
20 ~5
25 65
35 100
~0 120
~5 150
50 200
Appendix A
H~n~mum spacing 5ha~! not be mo~e than ten feet ]ess than the ~ecomme~ded
spacings shown above. Spacings between d~tveways wtl! be measured along
the p~ope~ty )the f~om the edge of one d~tveway to the ¢)osest edge of
the next driveway and not f=om cente=Itne to cente=Iine. At inte=sections
with no f=ee =ight-tu~n ]one, the minimum d~stonce A, F~gu=e 2, of o d=ive-
way f~om the ~nte=section of mo~o~ tho=oughfa=es shal] be ftfty feet and
the minimum distance A, Ftgu=e 2, of a d=~veway f=om the ~ntezsectton of
mina= tho=oughfo=es shall be tht=ty feet. General =equt=ements fo=
way design o=e shown in Ftgu=e 2. A summary of d~veway wtdth,
and angle ~equi~ements ts given in Table ]].
TABLE ]!
SUt4NARY OF REQUIREMENTS
RESIDENT]AL CO~ERCIAL I~[XJSTR]AL
WIDTH (WI
Minimum 12 20
Maximum 24 30 40
RIGH] TURN RADIUS
Minimum S l0 1S
Maximum 15 20 25
ONE-WAY DRIVE ANGLE
Minimum ~degreesl 45 4S
MISCELLANEOUS THOROUGHFARE STANDARDS
A. Specific detofis shall be as shown in the Design Standards
fo= the City of Coppeli.
Appendix
LEGEND
- DIslance b~x:k from irder~echon
- Drwewoy rodlu$
W- Approoch width
D- D~tonce ~tw~ driv~wo~
50' Mm~mun
II
FIGURE 2 - GEOMETRIC FOR DRIVEWAY DESIGN
PAR'ONG R£~'tREI,~E.~;TS LANDSCAPE AREAS g I i ~' I
(pRoPOSED SHOPPhYG CENTE~) :~.,.~ . ~,
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s c~'c~' { LEGAL DESCRIPTIO.%' ~,~;
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[~S~GB'W*~L~ 'AREA UNDER CONSTRUCTION ' , ~ ~
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I. NO~TH Ot/-S/T[ XPPRO,4C~ BE' ALLOV,~,.
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H. T. ARDINGER, JR.
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(PROPOSED SHOPPING CENTER)
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' ~" FINAL P~T
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'~ -~--'~-.=.;-~-c:~,~'-'-x-'~,-T:,.."- .~';' SANDY I~%KE CROSSING ADDITION
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PROPOSED ZON!NG I$ CCId~ERCIAL $.U P ~ ~ eom~. ~ co~M~ Sheet