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SITE PLAN APPLICATION
FOR OFFICE USE ONLY
P&Z CASE No.~-5 )
DATE SUBMITIED: 8~ I
MINIMUM SUBMITTAL REQUIREMENTS
_j_ Site pl~n application completed in full.
I $200.00 Application Fee. ~A ~200.00 Development Permit Application Fee.
~600.00 Public Infrastructure Inspection Fee if applicable. (This fee is payable if construction of a public
waterline, sewerline, sidewalk, street or drainage facilities is involved.)
· / Ten (10) folded copies of site plan.
_/_A copy of the attached site plan checklist with all items checked off or a brief explanation as to why they
. ,i" are not checked off.
~Parkland Dedication requirement approved by the Parks & Recreation Board, please provide proof of
approval (if applicable).
NAMEOFPROJECT _____ Ll~\~0~&~S~-~IJ~-~"1~~o~e~~~--------------
ADDRESS _____ , 5~1_l _ _._.l )~o_l_V_l=~-s~'"~'~t?~~~·--f-..-AS~T ___________ _
LEGALDESCRIPTION_~L~o~r~_7~, __ B~L~k~~1..=--t,--G~4_T....,,c~W~A-~"_.___?~H~1.=-""-· ------
APPLICANT/PROJECT MANAGER'S INFORMATION (Primary Contact for the Project):
Name v e 2. 0 l) I C.A-.j . BI fJ. 0 ~ ~ Au
Street Address 5 II \ I UtlU .. !? s 1T'f De.. Soir& ZOLf City C.oLLE..GaC S-r A-TtO\.J
State ll.Y.A-$ Zip Code" 77 f54 0 E-Mail Address V €. ~;~chelloriJ wat3ao -C.OWJ
PhoneNumber (qi~) Zl,0-lA'23 FaxNumber (9711) z.(p()-35h4
PROPERTY OWNER'S INFORMATION:
Name M A-17 K D £ u .u A-rz.t>
StreetAddress Ill th.>wi.gsrT'f D2. b-. So1rG: 110 City Cou..t<:.e S!A-nou
State TE" A--$ Zip Code 77 S-4 () E-Mail Address -....,---..---------
Phone Number tlJ'1) 25'£ -3z,2.:z... Fax Number :LlJ ~ -7'12.2
ARCHITECT OR ENGINEER'S INFORMATION:
Name M. 1 TC He l L + Af o e 6 A...v / L. L · P.
Street Address s ,, 1JU\\U:.IZ-Srd J?2 f:. SurTk zoy City Cou..eGtt: .SnnroU
State f'f. Zip Code 77 B'L:fO E-Mail Address II ~ ,,,,t"fc./,t.11 ond ~tJ9°n "'~
Phone Number l cqq) Zfc{) -G.9'23 Fax Number ( q1 q) ZbD, 3,.$'6Y
OTHER CONTACTS (Please specify type of contact, i.e. project manager, potential buyer, local contact, etc.)
Name -----------------------------------'
Street Address -----------------City ----------
State _____ Zip Code _____ _ E-Mail Address ------------
Phone Number -----------Fax Number ____________ _
Site Plan Application.DOC 12/03/01 1 of 3
CURRENTZONING __ --"C:~-___,f3 ___ ~4J~/_._()...._-~V'--_D_1s_T_~~'~c_T" _________ _
PRESENTUSEOFPROPERTY __ ~V~A~(~A'-'-'-"'#J~-~' ----------------
PROPOSED USE OF PROPERTY
VARIANCE(S) REQUESTED AND REASON(S) ,_N"'--D-'-t'\_,t,,"-----------------
#OF PARKING SPACES REQUIRED . IZ.3
MUL Tl-FAMILY RESIDENTIAL PARKLAND DEDICATION
Total Acreage ____ _ # of Multi-Family Dwelling Units
Floodplain Acreage __ _ ---x $457 = $ ______ _
Housing Units ____ _ _ __ # of acres in floodplain
__ # of 1 Bedroom Units # of acres in detention ---
__ #of 2 Bedroom Units ___ # of acres in greenways
__ #of 3 Bedroom Units
# of 4 Bedroom Units COMMERCIAL --
FOR 2 BEDROOM UNITS ONLY Total Acreage
__ # Bedrooms = 132 sq. ft. Building Square Feet Jtf l.Z .155.f.
__ # Bedrooms < 132 sq. ft. Floodplain Acreage ---=D __ s_._F_,__.
NOTE: Parkland Dedication fee is due prior to the issuance of a Certificate of Occupancy.
T~applicant has prepared this application and certifies that the facts stated herein and exhibits attached · lt:tf o are true and correct.
§121 \o'L
Date 1
2 of 3
SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION
Application is hereby made for the following development specific site/waterway alterations:
ACKNOWLEDGMENTS:
I, ~~11~ , design engineer/owner, hereby acknowledge or affirm that:
The information and conclusions contained in the above plans and supporting documents comply with the current
requirements of the City of College Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design
Standards. As a condition of approval of this permit application, I agree to construct the improvements proposed in this
application accord· g to these documents and the requirements of Chapter 13 of the College Station City Code.
Contractor
CERTIFICATIONS: (for proposed alterations within designated flood hazard areas.)
A.I, 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
8. I, certify that the finished floor elevation of the lowest floor, including any
asement, of any residential structure, 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. I, , certify that the alterations or development covered by th is permit shall
not diminish the flood-carrying capacity of the waterway adjoining or crossing this permitted site and that such alterations
or development are consistent with requirements of the City of College Station City Code, Chapter 13 concerning
encroachments of floodways and of floodway fringes.
Engineer Date
D. I, , do certify that the proposed alterations do not raise the level of the 100
year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study.
Engineer Date
Conditions or comments as part of approval: ---------------------------
In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be -
taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets,
r existing drainage facilities.
All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer
for the above named project. All of the applicable codes and ordinances of the City of College Station shall apply
Site Plan Application.DOC 12/03/01 3 of 3
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SUBMIT APPLICATION AND THIS
UST CHECKED OFF WITH 10
FOLDED COPIES OF SITE PLAN FOR REVIEW
SITE PLAN MINIMUM REQUIREMENTS
(ALL CITY ORDINANCES MUST BE MET)
INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
Sheet size -24" x 36" (minimum).
A key map (not necessarily to scale).
Title block to include:
Name, address, location, and legal description
Name, address, and telephone number of applicant
Name, address, and telephone number of developer/owner (if differs from applicant)
Name, address, and telephone number of architect/engineer (if differs from applicant)
Date of submittal
Total site area
North arrow.
Scale should be largest standard engineering scale possible on sheet.
Ownership and current zoning of parcel and all abutting parcels.
Existing locations of the following on or adjacent to the subject site:
Streets and sidewalks (R.O.W.).
Driveways (opposite and adjacent per Driveway Ordinance 1961 ).
Buildings.
Water courses.
Show all easements clearly designating as existing and type (utility, access, etc.).
100 yr. floodplain and floodway (if applicable) on or adjacent to the proposed project site, note if
there is none on the site.
Utilities (noting size and designate as existing) within or adjacent to the proposed site, including
building transformer locations, above ground and underground service connections to buildings,
and drainage inlets.
Meter locations.
Topography (2' max or spot elevations) and other pertinent drainage information. (If plan has
too much information, show drainage on separate sheet.)
Proposed location, type and dimensions of the following .:
Phasing. Each phase must be able to stand alone to meet ordinance requirements.
The gross square footage of all buildings and structures and the proposed use of each. If
different uses are to be located in a single building, show the location and size of the uses
within the building. Building separation is a minimum of 15 .feet w/o additional fire protection.
Setbacks. Show building setbacks as outlined in Ordinance 1638 Zoning Ordinance,
(Section 7, Table A).
Off-Street parking areas with parking spaces drawn, tabulated, and dimensioned. Minimum
parking space is 9' x 20', or on a perimeter row 9' x 18' with a 2' overhang. Designate number
of parking spaces required by ordinance and provided by proposal.
Handicap parking spaces.
SITE PLAN CHECKLIST
SITECK.DOC 12103/01
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NOTE:
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Parking Islands. Raised landscape islands, (6" raised curb) a minimum of 180 sq. ft. are
required at both ends of every parking row (greenspace area contiguous to the end island
maybe applied toward the required 180 sq . ft.). Additionally, 180 sq . ft . of landscaping for
every 15 interior parking spaces must be provided. All required islands must be landscaped or
set with decorative pavers, or stamped dyed concrete or other decorative materials as
approved.
Drives. Minimum drive aisle width is 23' with head-in parking or 20' without parking.
Curb cuts. For each proposed curb cut (including driveways, streets, alleys, etc.) locate existing
curb cuts on the same opposite side of the street to determine separation distances between
existing and proposed curb cuts. Indicate driveway throat length as measured in the Driveway
·Ordinance. (See Ordinance 1961 for driveway location and design requirements.)
Security gates (show swing path and design specs with colors).
Sidewalks (both public and private). Sidewalks are required at time of development if property
has frontage on a street shown on the Sidewalk Master Plan or if the review staff determines the
necessity. (Refer to Section 10.2 of the Zoning Ordinance).
Medians. Show any and all traffic medians to be constructed on site.
Landscape Reserve. A twenty four foot setback from R.O.W. to curb of parking lot is required.
Pavement may encroach into this 24' reserve by up to 1134 square feet if streetscape
requirement can still be met. In no case may the pavement be less than 6' from the property
line.
Common open spaces sites
Loading docks
Detention ponds
Guardrails
Retaining walls
All required and other types of fences (a 6' privacy fence is required between
industrial/commercial and resid ential developments as well as between multi-family and si ngle
family developments).
Sites for solid waste containers with screening. Locations of dumpsters are accessible bu t not
visible from streets or residential areas. Gates are discouraged and visual screening is
required. (Minimum 12 x 12 pad re quired.)
Show all easements clearly designating as proposed and type (utility, access, etc.). If dedicated
by separate instrument list by volume and page.
Utilities (noting size and designate as proposed) within or adjacent to the proposed site,
including building transformer locations, above ground and underground service connections to
buildings.
Meter locations (must be located in public R.O.W. or public utility easement.).
Proposed grading (1' max for proposed or spot elevations) and other pertinent drainage
information. (If plan has too much information, show drainage on separate sheet.)
Show proposed and existing fire hydrants. Fire hydrants must be located on the same side of a
major street as a project, and sha!I be in a location approved by the City Engineer. Any structure
in any zoning district other than R-1, R-1 A, or R-2 must be within 300 feet of a fire hydrant as
measured along a public street, highway or designated fire lane.
Show fire department connections. FDC's should be within 150' of the fire hydrant. In no case
shall they be any further than 300' apart, and they shall be accessible from the parking lot
without being blocked by parked cars or a structure.
Show fire lan es. Fire lanes a minimum of 20 feet in width with a minimum height clearance of 14
feet must be established if any portion of the proposed structure is more than 150 feet from the
curb line or pavement edge of a public street or highway.
Fire hydrants must be operable and accepted by the City, and drives must have an all weather
surface as defined in the Zoning Ordinance Section 9 before a building permit can be issued. _
Will building be sprinkled? Yes / No O
If the decision to sprinkle is made after the site plan has been approved, then the plan must be
resubmitted.
Wheelstops may be required when cars overhang onto property not owned by the applicant or
SITE PLAN CHECKLIST
SITECK.DOC 12/03/0 I
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NOTE:
where there may be conflict with handicap accessible routes or above ground utilities, signs or
other conflicts.
Show curb and pavement detail. A 6" raised curb is required around all edges of all parts of all
paved areas without exception. (To include island, planting areas, access ways, dumpster
locations, utility pads, etc.) Curb details may be found in the Zoning Ordinance Section 9 and
alternatives to those standards must be approved by the City Engineer. No exception will be
made for areas designated as "reserved for future parking".
Landscape plans as required in Section 11 of the Zoning Ordinance (See Ordinance # 1638.)
The landscaping plan can be shown on a separate sheet if too much information is on the
original site plan. If requesting protected tree points, then those trees need to be shown
appropriately barricaded on the landscape plan. Attempt to reduce or eliminate plantings in
easements. Include information on the plans such as:
required point calculations
additional streetscape points required. Streetscape compliance is required on all streets larger
than a residential street.
calculations for# of street trees required and proposed (proposed street tree points will accrue
toward total landscaping points.)
proposed new plantings with points earned
proposed locations of new plantings
screening of parking lots
screening of dumpsters, detention ponds, transformers, A/C units, loading docks, propane
tanks, utility demarcation point on buildings, or other areas potentially visually offensive.
existing landscaping to remain
show existing trees to be barricaded and barricade plan. Protected points will only be awarded
if barricades are up before the first development permit is issued.
Show irrigation system plan. (or provide note on how irrigation system requirement will be met
prior to issuance of C.O.) All plans must include irrigation systems for landscaping. Irrigation
meters are separate from the regular water systems for buildings and will be sized by city
according to irrigation deman submitted by applicant and must include backflow prevention
protection.
Is there any landscaping in TxDOT R.O.W. ? Yes D No Gt'
If yes, then TxDOT permit must be submitted.
Will there be any utilities in TxDOT R.O.W. ? Yes D No CY'
If yes, then TxDOT permit must be submitted.
Will there be access from a TxDOT R.O.W.? Yes if No 0
If yes, then TxDOT permit must be submitted.
The total number of multi-family buildings and units to be constructed on the proposed project
site.
The density of dwelling units per acre of the proposed project.
Provide a water and sanitary sewer legend to include water demands (minimum, maximum and
average demands in gallons per minute) and sewer loadings (maximum demands in gallons per
day).
Are there impact fees associated with this development? Yes D No El
Signs are to be permitted separately.
SITE PLAN CHECKLIST
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1.
DEVELOPMENT PERMIT
PERMIT NO. 02-31
Project Description WINGS-N-MORE
FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA
RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE
SITE LEGAL DESCRIPTION:
BLOCK 1, LOT 7
GATEWAY PH 2
DATE OF ISSUE: 07/09/02
OWNER:
WINGS-N-MORE
TYPE OF DEVELOPMENT:
SPECIAL CONDITIONS:
SITE ADDRESS:
1511 UINIVERSITY DRIVE EAST
DRAINAGE BASIN:
BURTON CREEK
VALID FOR 6 MONTHS
CONTRACTOR:
Clearing and Grading Only
All construction must be in compliance with the approved construction plans
BUFFER/ OVERLAY AREA APPLIES TO THIS SITE
The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate
construction site in accordance with the approved erosion control plan as well as the City of College Station
Drainage Policy and Design Criteria. If it is determined the prescribed erosion control measures are ineffective
to retain all sediment onsite, it is the contractors responsibility to implement measures that will meet City, State
and Federal requirements. The Owner and/or Contractor shall assure that all disturbed areas are sodden and
establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion
control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original
condition, placement and state. The Owner and/or Contractor 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.
In accordance with Chapter 13 of the Code of Ordinances of the City of College 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. ·
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 specifications submitted to and approved by the City Engineer in the
development permit application for the above named project and all of the codes and ordinances of the City of
College Station that apply.
Da f
ate •
Page 1 of 1 9-Jul-02
({t DEVELOPMENT PERMIT
PERMIT NO. 02-31
Project: WINGS-N-MORE
COLLlGl STATION FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA
RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE
SITE LEGAL DESCRIPTION:
LOT?
BLOCK 1
GATEWAY
DATE OF ISSUE: 8/2'/02
OWNER:
WINGS-N-MORE
TYPE OF DEVELOPMENT:
SPECIAL CONDITIONS:
SITE ADDRESS:
1511 UNIVERSITY DRIVE
DRAINAGE BASIN:
Burton Creek
VALID FOR 9 MONTHS
CONTRACTOR:
Full Development Permit
All construction must be in compliance with the approved construction plans
All trees must be barricaded, as shown on plans, prior to any construction. Any trees not barricaded will not
count towards landscaping points. Barricades must be 1' per caliper inch of the tree diameter.
EROSION CONTROL MUST BE INSTALLED BEFORE CONSTRUCTION BEGINS
The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate
construction site in accordance with the approved erosion control plan as well as the City of College Station
Drainage Policy and Design Criteria. If it is determined the prescribed erosion control measures are ineffective
to retain all sediment onsite, it is the contractors responsibility to implement measures that will meet City, State
and Federal requirements. The Owner and/or Contractor shall assure that all disturbed areas are sodden and
establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion
control. The Owner and/or Contractor sha!I also insure that any disturbed vegetation be returned to its original
condition , placement and state. The Owner and/or Contractor 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.
In accordance with Chapter 13 of the Code of Ordinances of the City of College 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.
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 specifications submitted to and approved by the City Engineer in the
development permit application for the above named project and all of the codes and ordinances of the City of
College Station that apply.
Date
.. The Ci!_y of
College Station, Texas
Embracing the Past, Explo ring the Future.
P.O. Box 9960 • 1101 Texas Avenue • College Station, TX 77842 •
June 10, 2002
Catherine Hej l, P.E.
Area Engineer
Texas Department of Transportation
2102 Tabor Road
Bryan, Texas 77803
www. ci.college-sta ti on. tx. us
RE: Driveway Permit for Wings 'N More on FM 60
Dear Ms. Hejl:
CJ -1 /1
(979) 764-3500
Please find attached tlu·ee copies of the "Permit to Construct Access Driveway Facilities on
Highway Right of Way" for Wings 'N More on FM 60 about 700 feet west of Glen.haven Drive.
The applicant is proposing a right-in/right-out driveway that will provide access to their
restaurant as well as the entire Gateway Development. I have attached the grading plan provided
by the developer.
Please note that this driveway lies within the limits of the current FM 60 widening project. These
plans have been reviewed by the City of Coll ege Station and have received preliminary approval.
Please review this submittal at your earliest convenience. If you have any questions, feel free to
call me at (979) 764-3556. Please return signed copies of the permit for our distribution.
Sincerely,
Transportation Planner
CC: Bridgette George
TxDOT Permit File
Home of Texas A&M University
. ' .·Permit to Construct Access ·Drlveway Facilities
on Highway Right of Way Fonn 1058 (Rev. 12-96)
PnNlous ~ISlons IAt obsolete.
To: Hwy.
Control
Permit No. ------
Section
The Texas Department of Transportation, hereinafter called the State, hereby authorizes M 42 K De u >.) .+g D ,
hereinafter called the Grantee, to (re) construct an access driveway on the highway right of way abutting highway
no. f,O in . Bcir\&oS County,locatecHi •SI\ L) wn,t1t.s1r'f 02. G.+&r .
Subject to the following:
1. The Grantee is responsible for all costs associated with the construction of this access driveway.
2. Design of facilities shall be as follows and/or as shown on sketch:
As sh rrrun i o At+ricbul PlM
All construction and materials shall be subject to inspection and approved by the State.
3. Maintenance of facilities constructed hereunder shall be the responsibility of the Grantee, and the State reserves the right
to require any changes, maintenance, or repairs as may be necessary to provide ·protection of life or property on or
adjacent to the highway. Changes in design will be made only with approval of the State.
4. The Grantee shall hold harmless the State and its duly appointed agents and employees against any action for personal
injury or property damage sustained by reason of the exercise of this permit.
5. Except for regulatory and guide signs at county roads and city streets, the Grantee shall not erect any sign on or extending
over any portion of the highway right of way, and vehicle service fixtures such as service pumps, vendor stands, or tanks
shall be located at least 3.6 meters (12 feet) from the right-of-way line to ensure that any vehicle services from these
fixtures will be off the highway.
6. This permij will berome null and void if the above-referenced driveway facilities are not constructed within six (6) months
from the issuance date of this permit.
7. The Grantee will contact the State's representative ______________________ _,
telephone ( ) at least twenty-four (24) hours prior to beginning the work authorized by
this permit.
Texas Department of Transportation
Date of Issuance District Engineer
The undersigned hereby agrees to comply with the terms and conditions set forth in this permit for construction of an access
driveway on the highway right-of-way.
( c. •T"f 0
Sgned:~ ~ntative)
D~,-e-: ~{ t~ (oz., Date: ________________ _
Access Driveway Regulations
1he Texas Transportation Commission, in recognition of its responsibility for the safety and utility of public highways under
ltS jurisdiction, has directed the adoption of rules and regulations to accomplish a coordinated development between
highways and abutting property. For this purpose, the booklet entitled •Regulations for Access Driveways to State
Highways• was published and adopted, setting out departmental policies to regulate construction and maintenance of
access driveway facilities.
Sketch of Installation
u.i 0: >: O'I gi .!: c: e c: o "' "O c: "iii ~ >-..!2 ·-0 :I: Q.. .2:: ~ ... ~:B S~v;=> = ... Vl :::> c: ... "' ~ O'I c: c "O ·-.2' 8~2I2I ... _.,,,_ c: ~ g'""" l) .QI ·-O'I Q) 2I ..... c: ..... ~ ~ ·c bl cu c: c: ... c?S cu ·-IQ c: C O'I a: O'I O'I c: ·-c: ·-w )?:;-2I ·c ~-·-c: c ·::; = IQ w 0 :5 c?S a: u.i ... 0: c ..... ftl Q) ... ~ c: --... ~ cu ..... o~ .c Q) l:I .e ::E O'I c: ai ·ei ·-IQ • IQ ::E Q.. ""' lij . ""' ~~ -8 ·-c e cu > ""' Q. ,..,. :I ~ 0 z si c( ·-" C> :a" °' U) "' 0 at ftl ~ ·~~M ""'Q Ji~ ..,, :... c '° '° ~ .... 0 I lft ...I ·-,_ :g M ...1 ~ 1;;No w iJ ~-'° :C >U)O\N u ·c cu~;-... ::::> ~-..... t-t CUCU°' ~ .... -o-""" 'OE>< 1.nuo.f August 12, 2002 Bridgette George City of College Station Development Services PO Box 9960 College Station, TX 77840 Re: Wings N' More Site Drainage Dear Bridgette, Attached are four copies of the approved Wings N' More Site Drainage Report. Per our previous conversation please stamp these approved at your earliest Please let us know if you have any questions. I Cc. File
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May23, 2002 FILE
Spencer Thompson
Development Services
City of College Station
1101 Texas Avenue
College Station, TX 77840
Re: Wings 'N' More Site Drainage
Dear Mr. Thompson,
REVIEWED FOR
COMPLiANC
AUG 2 8 20
COLLEGE STATIO
ENGINEERING
t ..... .:_.:
The purpose of this report is to analyze and document the required drainage
infrastructure for the proposed Wings 'N' More restaurant site. The proposed site is located
on Lot 7, Block 1 of the Gateway Subdivision located on the north side of University Drive
and west of Texas Roadhouse restaurant. No part of the 1.46-acre tract lies within the
FEMA regulatory 100-year floodplain as indicated in Exhibit A. As per the City of College
Station Drainage Policy and Design Standards, the objective of drainage improvements is to
limit the post-development peak flow to the pre-development peak flow by providing
adequate detention. However, in this case, the developer of Lot 1, Block 1 of the Gateway
Subdivision has agreed to provide detention for the excess runoff generated by the proposed
Wings 'N' More site. This runoff will eventually be released into nearby Burton Creek. For
the purpose of the Wings 'N' More development, drainage infrastructure is limited to the
existing alley north of the property, which will be used to convey the excess runoff. The
analysis performed by Mitchell & Morgan, L.L.P. demonstrates that the alley will provide
adequate conveyance for the 100-year rainfall event without inundating the surrounding
developments. Pre and Post-development drainage areas can be seen in Exhibits B-1 and
B-2 respectively. Because of the relatively small area of the proposed site, the rational
method was used to perform runoff calculations using a time of concentration of 10
minutes. The rational method calculations for pre-and post-development runoff can be
examined in Exhibit C. Calculations for adequate channel capacity were performed and can
be seen in Exhibit D. In order to avoid inundation of the surrounding properties, the depth
of the channel cannot exceed 0.5 ft based on the alley design. Using Manning's Equation
with a maximum allowable depth of 0.5 ft, maximum capacity was calculated and
compared to post-development peak flow. It was determined that the existing alley has
adequate capacity. Additionally, the flow was determined to be supercritical for the entire
length of the alley, creating problems with future downstream inlet design. This
information has been passed on to the Civil Engineer responsible for the proposed Home
D ot, who will be designing the system to intercept flow. If you have any questions or
ments, please feel free to ~.ontact me.
--:~,~~'}''' '<. t-••••••••••• t:-r..d \.
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.. , ... iS', ••••••• ~V'--\\: ONAL ;,..-6-~Zf--(}2 .·;'
SCALE: 1" 100'
SHEET 1 OF
V..4~nNQ PUf'
OF
LOT 1 ANO LOT 5, BLOCK
THE GATEWAY, PHASE I
VOLUME 3663, PAGE 313
AND
LOT 2R, BLOCK 1
THE GATEWAY, PHASE I
VOLUME 3758, PAGE 277
AND ,IJUL PUf'
OF
LOIS 1A. Mt B NC> M, ILOCIC 1
ntE GATEWAY, PHASE I
31.221 ACRES
COLLEGE STATION BRAZOS COUNTY TEXAS
SCALE: 1 INCH • 100 FEET
SURllEY DATE: AUGUST, 2001
PlAT DATE: Oll-2J-OI lll['VIS(O ot-11-01
JOI ...... ft: 01-101' CM> ....C: 01-1014'1
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EXHIBIT A
UNC DISTANCE 8EARINC
" 12.11' .. 3$31'!11".
u ... , .. "37'11'02".
u , .. ~· N ll"20'5Y •
" ».•r "10'11""". ,_, .... s WOl'!ll" •
ll l2.71 s •ot'!ll".
" 11.11' .. 3J'$l'ol"• .. 21.02· "!ll'!tt<ll .
<t ~ ~ w 0 0 0 0:: w ...J ...J <t <t 0.. 0 u. u. w w 0 z I-0 0 Cl 0:: ...J :3 z <t z z <t <t w w (.) :3 ~ :3 ...J > U) :E ...J z <t w <t U) w <t 0:: Cl 0:: ...J ~ ~ I-ow > I-Wz w ...J 0 z 0:: <t 0 >w > <t 0 I-:J <t Cl 0.. I-0 ...J 0 u. NO. AC. 0.55 0.7 0.95 ft. ft. EA1 1.02 1.02 0.00 0.00 0.56 270.0 3.2 EA2 0.30 0.30 0.00 0.00 0.16 300.0 3.2 EA3 0.15 0.15 0.00 0.00 0.08 140.0 1.2 PA1 1.21 0.19 0.00 1.02 1.07 2.0 0.5 PA2 0.11 0.09 0.00 0.02 0.07 320.0 4.0 PA3 0.15 0.14 0.00 0.01 0.08 140.0 1.2 EXHIBIT C Rational Formula Drainage Area Calculations WINGS 'N' MORE ~ ~ 0 0 ...J ...J u. u. >-0:: :I: 0:: I-w I-w u I-Cl I-...J 0 I-z I-...J ...J :J w :J <t w Cl ...J Cl u. > ft. ft. ft/s 0.0 0.0 0.8 0.0 0.0 0.7 0.0 0.0 0.7 300.0 3.7 2.2 0.0 0.0 0.8 0.0 0.0 0.7 CJ I-CJ I-c,j w iii U) (.) :J ~ min min In/Hr 5.8 10.0 6.33 6.9 10.0 6.33 3.6 10.0 6.33 2.3 10.0 6.33 6.8 10.0 6.33 3.6 10.0 6.33 Changes in Flow PA1-EA1 PA2-EA2 PA3-EA3 EXHIBIT C N 0 cfs 3.6 1.0 0.5 6.8 0.4 0.5 3.2 0.0 0.0 !!? In/Hr 7.7 7.7 7.7 7.7 7.7 7.7 ll) 0 cfs 4.3 1.3 0.6 8.3 0.5 0.6 3.9 0.0 0.0 0 ~ In/Hr 8.6 8.6 8.6 8.6 8.6 8.6 0 ..... 0 cfs 4.8 1.4 0.7 9.3 0.6 0.7 4.4 0.0 0.0 ll) ~ In/Hr 9.9 9.9 9.9 9.9 9.9 9.9 ll) N 0 cfs 5.5 1.6 0.8 10.6 0.7 0.8 5.0 0.0 0.0 0 !!? In/Hr 11.1 11.1 11.1 11.1 11.1 11.1 0 ll) 0 cfs 6.3 1.8 0.9 12.0 0.8 0.9 5.7 0.0 0.0 0 0 ~ In/Hr 12.5 12.5 12.5 12.5 12.5 12.5 0 0 ..... 0 cfs 7.0 2.1 1.0 13.4 0.9 1.1 6.4 0.0 0.1 5/23/2002 0116-drainage.xls
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THE. A60Y>t:... DE.PTii I ~ Tt-112 MAX llVJVM FOR A !DO -YEAR.
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