HomeMy WebLinkAboutApplicationFOR OFFICE USE ONLY
CASE No C1 Q - 459
DATE SQBM MD I I 2
SITE PLAN APPLICATION
1ViINIlVIUM SUBMTITAL REQUIREMENTS
X X Site plan application completed in full.
7T $100.00 Application Fee.
$100.00 Development Permit Application Fee.
$300.00 Public Infrastructure Inspection Fee if applicable. (This fee is payable if construction of a public
waterline, sewerline, sidewalk, street or drainage facilities is involved.)
X X Ten (10) folded copies of site plan.
_TT_ A copy of the attached site plan checklist with all items checked off or a brief explanation as to why they are not
checked off.
APPLICATION DATA
NAME OF PROJECT Precision Tune
ADDRESS 208 Southwest Parkway, College Station, TX
LEGAL DESCRIPTION Ashford Square Subd. Lot 4, Block "B" - 0.73 Ac. Tr. Vol. 590, Pg. 26
APPLICANT (Primary Contact for the Project):
Name Jim Allega dba Allega Holiday Travel
Street Address Six Desta Drive, Suite 1000 City Midland
State TX Zip Code 79702 E -Mail Address
Phone Number 915 - 682 -2817 Fax Number
PROPERTY OWNER'S INFORMATION:
Name same as above
Street Address
State
Zip Code
Phone Number Fax Number
ARCHITECT OR ENGINEER'S INFORMATION:
Nam Kling Engineering & Surveying
Street Address 4103 Texas Ave. Suite 212 City College Station,
State TX
Phone Number
City
E-Mail Address
E -Mail Address kling@tca.net
409 - 846 -8252
Zip Code 77802
409 - 846 -6212
Fax Number
OTHER CONTACTS (Please specify type of contact, i.e. project manager, potential buyer, local contact, etc.)
Name
Street Address
State
Zip Code
City
E -Mail Address
Phone Number Fax Number
SrM PLAN APPLICATION
SrMAPPMOC 03/25/99
1 of 3
12/27/1999 15:47 9156822817 ALLEGA HOLIDAYATRAVL PAGE 02
12;27,1 12; ZV a'4uv 840 szot [%Ll %v U4%%13%
SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION
dos is bteby ride %r the: E000wias de•dopWem spoai8e l' altecsrloos:
• a&...iadp of alflrm thsc:
f. ". ,.]amp-, — Al l Pga , de;igtt
'Ibe fn!ltrts and aondttsiats aontaaaad fa the above plaav< sad 6 domain la emoy with the atce� t+a s of
Ills city of Douege Statiao. Teas City ec& ampm 13 and in amdaW DgaLWP PoliaY and E a p Stan"*
As a madan at apprwAl of this patmit appliradroo, I asree to aeoasa 2 211 impmvCmam p ea p 1Q11 d in this applicalioa fo0000$ m
thew dws wvb aad ft taquimm3b of CbWff 13 of the con sudon City Code.
Owast(s)
Costs vator
C MOM: (for proposed aitma000s sithla dadpaW flood b lImM 011)
A L otc,* that aay moarc stpucr ata on or psapasad, m be on this silt as put
o[abis applicAW a is deal paw to pmvem datat'e to 9w s "Obus a" its canunta m a rawk of flooding from the 100 year slam
Data
B. L _ _ ca►stx that the doidW floor eiavatioa d the lowest floor, iacluding any
basanant; eaf tssi3Gaua1' slntctute. pgppoaed put dbbis applicadon is at or above CM base flood davadan established In the
fitted Fadmal Iasncaaoa Adm nigsatios F7ced HV t+d Sttdy sad m4-46 as ammaded,
Eagima
Date
G , Deadly that rho alurWOW or daa+dop=w oavtrad by dais permit shall not
disaiaisl th4 i3oodtanying at the ' ' sG�g or a0mmg this pdttnd aita std *02
suds alta�rsti*02 ar
devaippareat ace eonsisttat with raquitemenls of the City Of COUW Station City Code. Cbaptor U cenoenaiag eawm ahmmos of
�palwsys axd of Goodway fringes.
Bag�aeer
Date
do cut* dat th posed alterations do not ts;sa tba lava of the tt)D yams
flood abre +:iwmacaa omblia and is she latest Fadeeal taaatra M Admhdammon Mad Hazud Study_
Date
Conditiant cc aomnumts as part of amwvat:
In =Kdaoae witk t hWff 13 Of the Cads of Ogdiaaaasa of the City of CQHW Station, meaata,ea shall be talon to i=m that debris
fmm a m . agasioa, and aadimeatsdon shall not be dq=dW is dty exam m or existing dmi=ge f cwties.
? horcby X= dJs panWt fN deve lopgraeaL All devebpment shall be in mwdanm with dw pleas and sped acadons aubnaiatad to
and app v"d by the city F,ttgineer for the abort: Daffad VmJ"L M; 4f the applicable: codes and orditnanaet of the Cigr of CoUe p
Station shall spply.
3 00
SM PLAN APKXAtiON
strEAPP.DW GMAs9
Project Name: /d' <'.G SrVA)
Review Date:
Reviewer.
Drainage Reports
Lzation
Primacy drainage system identified
Surrounding developments shown
E� Local streets, drainage systems shown
Acreage of project
Land cover described
Primary /scoondary systems within property shown
General description
D jAnage Basins
References to FIRIvU if applicable
Secondary system flow patterns and impact of development on existing system
Proposed pathways to Primary system shown or described
Design Criteria
0 Any deviation from standards being requested?
,0 Discussion of site constraints and capacities (streets, existing structures, etc.)
.Id Discussion of any applicable previous drainage studies and how this plan will affect it
RX rologri Criteria
Rainfall/runoff calculation method described and calculations provided
Z Detention discharge / storage calculation method / calculations
,d Storm recurrence intervals used
Discussion of other drainage facility design criteria used if not referenced in Standards
H daulle Criteri
Identify capacity of systems used
.0 Specify velocities at critical points in system
Identify detention / retention outlet and routing
0 Discussion of other drainage facility design criteria used not referenced in Standards
DUInape Fac ility Desims -
Discuss drainage patterns / flows (pre vs. post)
Rj 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?
,0' Discuss erosion control measures employed
,0' Discuss detention pond design (sideslope, low flow channels, outlet works, firoeboard, emergency spillway)
,0 Discuss maintenance acoess and responsibilities
elusion
Verify compliance with DPDS (signed and sealed certification)
2 Explain effectiveness of improvements with regard to controlling discharges of S -100 year storm by
a) Detaining
b) A000mmodating runoff in existing / proposed easements or ROW discharging into primary system
c) Combination of a & b
airfare_ 3MM
9 of 12
.N
Project Name:
Review Date:
Reviewer.
Drainage Renortskont.)
Appendices
0 References (all criteria and technical information used)
,Er Hydrologic computations
6 Land use assumptions for adjacent property
2" Minor /major storm runoff off at specific points
11� Histork4ully developed runoff specific points
d/ Hydrographs at critical points
, ( Hydraulic computations
0 Calvert capacities (headwater and tailwater assumptions)
❑ Storm sewer capacities
0 Street capacities
0 Storm inlet capacities (inlet control rating)
,if Open channel design
2r Detention area / volume capacity / outlet capacity
Attached Draw
Location map with drainage patterns
❑ Floodplain map if any
Drainage plan with topo (existing and proposed with arrows if needed)
❑ Details of outlet structures
u:ldeae rrlfacmda�[1d�ctamc 3/25M to of 12
CITY OF COLLEGE STATION
*** CUSTOMER RECEIPT}
OPER: MRODGERS CT DRAWER: 1
DATE: 12/28/99 00 RECEIPT: 0083721
DESCRIPTION QTY AMOUNT TP TN
1999 500333 1 $100.00 *BL CK
BUILDING PERMITS CK: 27263
KLING ENGINEERING- CK27263
DEVELOPMENT PERMIT
MR
TENDER DETAIL
CK 27263 $100.00
DATE: 12/28/99 TIME: 13:34:28
TOTAL PERSONAL CHECK $100.00
AMOUNT TENDERED $100.00
THANK YOU