HomeMy WebLinkAbout10 Development Permit 5000-81 Express Stop 2551 Texas Ave Ste A«~
COLllGl STATION
DEVELOPMENT PERMIT
PERMIT NO . 500081
DP-EXPRESS STOP
FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA
RE: CHAPTER 13 OF THE COLLEGE ST A TION CITY CODE
SITE LEGAL DESCRIPTION:
DATE OF ISSUE:
OWNER:
DOSANI , AKBER KARIM
DBA JACK'S GROCERY
COLLEGE STATION, TX 77845
TYPE OF DEVELOPMENT:
SPECIAL CONDITIONS:
SITE ADDRESS:
450 SOUTHWEST PKWY E
DRAINAGE BASIN:
MAIN BEE CREEK III
VALID FOR 12 MONTHS
CONTRACTOR:
FULL DEVELOPMENT PERMIT
All construction must b e in compliance with the approved construction plans.
In accordance with Chapter 13 of the Code of Ordinances of the City of Co ll ege Station, measures shall be taken to insure
that debris from construction , erosion, and sedimentation shall not be deposited in city streets, or existing drainage
facilities. The Owner and/or Co ntractor shall be responsible for any damage to adjacent properties, city streets or
infrastructure due to heavy machinery and/or equipment as well as erosion, siltation or sedimentation resulting from the
permitted work .
Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any
operations of this permit can begin.
I hereby grant this permit for development of an area outside the special flood hazard area. All development shall be in
accordance with the plans and spec ific ations submitted to and approved by the City Eng ine er in the development permit
applicat ion for the a bove named project and a ll of the codes an d ordinances of the City of College Station that apply.
-cO\
Date
I ~;\.;)!.. f'IU.: Sttoo rJ ® .._ ___ D_A_TE_SUB __ MITIE __ D_:='="=' t=!IAA!!!ll:-1!/l~o~
DEVELOPMENT PERMIT
ML'HMUM SUBMITTAL REQUIREMENTS
S 100.00 Development Permit Application Fee.
~Drainage and erosion control plan, with supporting Drainage Report two (2) copies each.
~Notice of Intent (N.O.I.) if disturbed area is greater than 5 acres.
APPLICANT (Primary Contact for the Project):
Name :fA't:?ot-J Nl E:"TLALE { MPf;') ' ~ $1~
Street Address 255\ tr2..XM bJf:.-~ City __ c-=-'-. S_, ______ _
State -i;_ Zip Code lt8~ 0
Phone Number {qr-z9j ~3-S?SC\
E-Mail Address r Me±(a.[f-@roJ<j C6.C ~.
Fax Number ( o°I ?:>-'1 'Z. '{ '!:?
PROPERTY OWNER'S INFOR.i\1ATION :
Name
-------------------------------------~
Street Address City --------------
State Zip Code ______ E-Mail Address -------------
Phone Number Fa"< Numbe r ------------------------------
ARCHITECT OR ENGINEER'S I).'FOR.!\ifATION:
Name -i3PrME f. <:-, Aer:' L. \ cAt-..H
· Street Addr es s City --------------
State E -Mail Address -----Z ip Code _____ _ -------------
Phone Number Fa 'X Number ------------------------------
Applicatio n is hereby made fo r the following de velopm en t specific site/waterway alteratio ns :
ACKNO\VLEDGMENTS:
I, }.~ti-Ln\ f? ~LIJ"i. , desig n engineerl.on'tler., hereby acknowledge or affirm that:
The informatio n and conclusions con Li.incd in th e abo ve plans and supporting documents comply v.ith the curren t
requirements of th e City of Co lkge St::it ion, T ex::i s City Code, C h3.pte r 13 and its assoc iated Drainage Pol icy and Desi gn
Sl:lnd:irds .
As a c onditio n of approv::il of th is pem1it ::ipplic ::it io n, I ::ig ree to cons truct the improvements proposed in this application
according to these documents ::ind the requirements of Chapter 1:3 o f the Co llege Station City Code .
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P.rop~rr:• Q•,1;'ftetts) Cont racto r
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CERTIFICATIONS: (for proposed alterations within designated flood hazard areas.) .-
F A. I, N,4 , certify that any nonresidential structure on or proposed to be on this site as part
of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 year
storm .
Engineer Date
B. L lb-brH ~. ~\..1..)e . , certify that the finished floor elevation of the lowest floor, including any
basement, of any residential stru cture, proposed as part of this application is at or above the base flood elevation established
in the latest Federal Insurance Administration Flood Hazard Study and maps, as amended.
~~~
Engineer Date
C . L N /A , certify that the alterations or development covered by this permit shall not
diminish the flood-carrying capaciry of the waterway adjoining or crossing this permitted site and that such alterations or
development are consistent v.ith requirements of the City of College Station City Code , Ch.apter 13 concerning
encroachments of floodways and offloodway fringes .
.{..... Engineer Date
-.:.:··-:.:...
D . I , N/A , do certify that the proposed alterations do no t raise the level of the 100 year
flood above elevation established in the latest Federal In s urance Administration Flood Haz::.rd Study .
Engineer Date
Conditions or comme nts as part o f approval: ----------------------------
ln accordance with Chapter 13 o f rhe Code of Ordinanc es of the City of College Stat ic~ measures shall be taken to insure
that debris from construction , e ro s ion, and sedi mentatio n shall not be deposited in city sueets. or existing drainage facilit ie s
All development shall be in :1c co rd:uicc \\·irh the plan s and sp ecificatio ns submitted to and approved by the City Engineer
fo r the above named proj ect. A ll o frh~ ::i pplicable codes and ordinances of the City of Colkge Sution shall appl y .
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DE VELOPMEl'fI SERVICES
TRANS MITT AL LETTER
NameJFinn: J?A~N M'E.76\l p (YV\PC~
Address: "2.55'\ I~ A\Jt=-. S ·) 'S-te A
LOL-\.-P-0€. $-rA'""tl\>N I "JX 778'-tt>
Date: ~ \ / zz/ oa
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Phone: Co'1~ -s~s'1
Fax: lf1~-~·u{3
We are transmitting the followin g for Development Services to review and comment: (Check all that apply.):
0 Master Development Plan w!O Redlin es
0 Preliminary Plat w10 Redlin es
0 Final Plat w10 Red lines
0 FEJ\tfA CLOt-.1.A/CL0~1R/LOMNLOMR w/ 0 Redlines
0 Site Plan w10 Redlin es
D Grad in g Plan w!O Redlin es
0 L c.nds cape Plan w!D Redlin es
0 Irrigation Plan w!O Redlines
0 Buildi11g Construction Docu ments w!O Redlin es
INFRASTRUCTURE AND ENGINEERING DOCUMENTS
All infrastructure documents must be submitted as a complete set.
The foUov.ring are included in the com plete set :
D Wate rline Construction Docum ents w/ 0 Redlines
0 Sewerline Construction Documents w/O Redlines
0 Drai nage Construction Documents w/ 0 Redlines
D Street Construction Documen ts w/ 0 Redlines
0 Easement application with metes & bounds decsription
0 Drainage Letter or Report w/ 0 Redlines
0 Fire Flow Analysis w/ 0 Redlines
Special Instructions:
TRANS).!:71.:.J... L::1TER.
TRA'iS .'.!:T.JJC G3 ·23 99
0 Development Permit App .
0 Conditional Use Permit
0 Rezoning Application
0 Variance Request
0 Ot her -Please specify
0 TxDOT Driveway Permit
0 TxDOT Utility Permit
--S::-Other -Please specify
:1'eA1Nka£ ~ftff1
1of1
Drainage Reports
Location
"\ u Primary drainage system identified
\ lJ Surrounding developments shown
"8 Local streets, drainage systems shown
\ ~escription
"\~ Acreage of project
"iJ Land cover described ~ Primary/secondary systems within property shown
\0 General description
\nrainage Basins
\'el References to FIRMs if applicable
\ ~ Secondary system flow patterns and impact of development on existing system
\JiJ Proposed pathways to Primaty system shown or described
\~ nesil!D Criteria
\ ~ Any deviation from standards being requested?
Discussion of site constraints and capacities (streets, existing structures, etc.)
Discussion of any applicable previous drainage studies and how this plan will affect it
Hydrologic Criteria
Rainfall/runoff calculation method described and calculations provided
Detention discharge I storage calculation method I calculations
Storm recurrence intervals used
0 Discussion of other drainage facility design criteria used if not referenced in Standards
Hydaulic Criteria
Identify capacity of systems used
Specify velocities at critical points in system
Identify detention I retention outlet and routing
0 Discussion of other drainage facility design criteria used not referenced in Standards
Drainage Facility Design ""'"@ Discuss drainage patterns I flows (pre vs. post)
\ '1!:J Are they draining water onto another property owner? -if so, is it where the water flowed before? and is it not
more than what flowed there before? and no faster than it flowed before?
Discuss erosion control measures employed
Discuss detention pond design (sideslope, low flow channels, outlet works, freeboard, emergency spillway)
0 Discuss maintenance access and responsibilities
Conclusions
0 Verify compliance with DPDS (signed and sealed certification)
Explain effectiveness of improvements with regard to controlling discharges of 5 -100 year storm by
a) Detaining
b) Accommodating runoff in existing I proposed easements or ROW discharging into primary system
c) Combination ofa & b
9ofl2
Project Name: ___________ _
Review Date: ------------
Reviewer: _____________ _
Drainage Reports(cont.)
"'-Aopendices "\."fl References (all criteria and technical information used)
Hydrologic computations
"-.. blJ Land use assumptions for adjacent property
"-~ Minor/major storm runoff at specific points
"" 'ftl Historic/fully developed runoff specific points
\. "-o Hydrograpbs at critical points
"tJ Hydraulic computations
Culvert capacities (headwater and tailwater assumptions)
--8-Storm sewer capacities
--a-Street capacities
-8-Storm inlet capacities (inlet control rating) \. --B-Open channel design "'-0 Detention area I volume capacity I outlet capacity
\. Attached Drawings
\.\ID Location map with drainage patterns
'\. ~ Floodplain map if any
""-~ Drainage plan with topo (existing and proposed with arrows if needed) \ffi Details of outlet structures
o:\deve _ su\fonm\engr\chklsldoc 3flS/99 10of12
STAFF REVIEW COMMENTS
No.1
Project: DP-EXPRESS STOP-DEVELOPMENT PERMIT (0-500081)
PLANNING
1. The site plan was approved on September 21 , 2000 by the Planning and
Zoning Commission with the inclusion of Staff Review Comments No . 3 .
These comments are carried forward and need to be addressed in order
to receive the Development Permit. They are as follows:
3 . The driveway width for the access fronting Southwest Parkway needs
to be reduced . The maximum driveway width for a commercial drive is
36 '.
5 . Drive aisle width between the gas pumps and parking along the
building front must scale out to a minimum of 23'.
15. Please furnish a lighting detail that shows how the surrounding
properties will be affected by the proposed lighting.
17 . The enlargement of the dumpster pad to accommodate the two
proposed dumpsters has decreased the turning corner of the drive-
thru to be less than 20'. The rear drive aisle must measure 20 ' at all
points.
Reviewed by: Shauna Laauwe Date: 12/12/00
ENGINEERING
J 1
1 Please rename al) future material to read 'Express Stop', not Exxon at
)
)
1
v n-v
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·. Dartmouth Crossing . 1 The hydraulics of your parking lot retention are acceptable . But, your
dumpsters will be flooded every time storm water is retained in the parking
fl Jo"" . • 'M lot. This will cau e the storm water to become gray water.
Iv ~-~fA~ f fo -(QC/,
L7 µ..( lfl Reviewed by : Thomas V. Vennochi Jr. Date : 12/12/00
/i~v
St aff Rev iew Comments Page 1 of 2
ELECTRICAL
1. Developer responsible for installing conduit per city spec. and design .
2 . Developer responsible for providing and installing street lights per city
spec . and design
3 . Developer responsible for providing easements to cover all primary
electrical lines and equipment.
4. Developer responsible for providing 5' easements to cover streetlight light
services as needed
Reviewed by: Jennifer Reeves Date:
MISCELLANEOUS
1. Irrigation system must be protected by either a Pressure Vacuum Breaker
or Reduced Pressure Principle Back Flow Device and installed as per City
Ordinance 2394.
2 . Back Flow devises must be tested upon installation as per City Ordinance
2394 .
Reviewed by: Rob Werley
NOTE: Any changes made to the plans, that have not been requested by the
City of College Station, must be explained in your next transmittal letter and
"bubbled" on your plans . Any additional changes on these plans that have not
been pointed out to the City, will constitute a completely new review .
Staff Review Comments Page 2 of 2