HomeMy WebLinkAbout20 DP Rock Prairie Elem 3400 Welsh (Temp Clsm)((~
COlllGl STATION
DEVELOPMENT PERMIT
PERMIT NO. 100011
DP-ROCK PRAIRIE ELEM (TEMP CLSRM)
FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA
RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE
SITE LEGAL DESCRIPTION:
DA TE OF ISSUE: February 22, 2001
OWNER:
COLLEGE ST A TION ISD
W J SAVAGE
COLLEGE STATION, TX 77840
TYPE OF DEVELOPMENT:
SPECIAL CONDITIONS:
SITE ADDRESS:
3400 WELSH A VE
DRAINAGE BASIN:
VALID FOR 6 MONTHS
CONTRACTOR:
Temporary building addition
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 l' per caliper inch of the tree diameter.
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. 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 areaou~~lthe 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.
02-2-24/
Date
~/zz lot
2551 Texas Ave . South , Ste . A, College Station , TX 77840
Ofc : 979 .693 .5359 Fax : 979.693.4243 Email : mdgcs @mdgcs .com Web : www .mdgcs.com
February 12 , 2001
Ted Mayo, P .E.
Development Services
City of College Station
PO Box 9960
College Station, Texas 77842
RE: CSISD -Rock Prairie Elementary; Temporary Building Development Permit
MDG Job No. 000156-3397
Dear Ted:
Attached is the revised site plan on the above referenced project, which illustrates the proposed temporary
building. Also attached is a hydraulic computation sheet illustrating the increased runoff from new
impervious cover. As you can see the 100-year rainfall event will increase at the site by 0.38 cfs. This
amount is negotiable and warrants no additional detention measures. o/"'~ <PZ.-Z.c:>-o /
These revisions have been illustrated on the Architect 's site plan. A verbal permission for use and
modifying the plan was received from Mr. James Holster per my phone conversation with him on
February 09 , 2001. Please call me if you have any questions.
Rabon A . Metcalf,
Project Manager
RM/tm
00 0 15 6-c.O 1-104(3397)
' TEMPORARY BUILDINGS
GENERAL INFORMATION
Description : Drainage basin upstream of proposed site .
Drainage Area (AMA JoR ) = 0.036 acres
TIME OF CONCENTRATION CTc)
GIVEN
Maximum Travel Distance (DMA JoR ) =
Velocity of Runoff (VMA JoR ) =
Coefficient of Runoff (CMA JoR) =
**NOTE: Minimum Tc allowed = 10 min .
500 ft
ft 1 .00 fsec
0 .90
2 YEAR FREQUENCY, RA TE OF DISCHARGE (Q)
Coefficient (e) =
Coefficient (b) =
Coefficient (d) =
0 .806
65
8
5 YEAR FREQUENCY, RA TE OF DISCHARGE (Q)
Coefficient (e) = 0.785
Coefficient (b) = 76
Coefficient (d) = 8 .5
10 YEAR FREQUENCY, RA TE OF DISCHARGE (Q)
Coefficient (e) =
Coefficient (b) =
Coefficient (d) =
0 .763
80
8 .5
25 YEAR FREQUENCY, RA TE OF DISCHARGE (Q)
Coefficient (e) =
Coefficient (b) =
Coefficient (d) =
0.754
89
8 .5
50 YEAR FREQUENCY, RA TE OF DISCHARGE (Q)
Coefficient (e) =
Coefficient (b) =
Coefficient (d) =
0 .745
98
8.5
100 YEAR FREQUENCY, RA TE OF DISCHARGE (Q)
Coefficient (e) = 0 .73
Coefficient (b) = 96
Coefficient (d) = 8
000156-3397 Drainage Calculati ons.xis
RESULT
Tq MAJOR ) = 8 .3 min.
Rainfall Intensity (lz) = 6 .327 in/hr
···.·.·,··· ······:·:·:·:·:·:·:·:·:·. .•. ...•. ·····.·.·.·,·.····.·· ·@~ tM ::: : : : •• : : . : : ::.: :::::tJiiH~~?lr :st~HI::::::
Rainfall Intensity (1 5) = 7 .693 in/hr
·:·:-:·:·:·:·:·:·:·:·:·.·:·:·:·:·: ·:;:;:;:::;:;:;:;:;:;:::::·: ....... ·.·.··::::::::::;:}::::: ·.·.·,··.·:·:·:·:·:·:-:.:·:·:·.·:·:·:·:·:·:·:·:·:·:-:·:·:······· .•_.r1:.·_.·_.'_.·._•.·.-·-·.~,,,.::_:_)_.~ .. ·--• .. ·--•.-·---.:_:_ •. :·:.:_:_:_:_:_:_:_:_:•.::_::_:_:: '::::::::::::::,,,,,,,,,,.,.,.,.·.·.·. -'-'·'-'-'-'·'-'-'-'·'.'-'-'-'-'·'·.·.' ::::::0~25.Ucts.? ? ~ ·:··-:·:·:·:·:-:-:·:·:·:-:-:-:-:-:-:-:-:-:·:-:-:-:-:-:
Rainfall Intensity (1 10) = 8.635 in/hr
'_.•.""'.,'.-'.•.'.•.·.' .. :'.•'·.''.i..'_'.-•.,::.'.,'--'.'.-.•-'.· : • :::: :: '' tt'' :::::::: ::: ,, ' :: 'iio~2s2 ::ef.sf \:: ~""' :·:-:···:·:·:·:·:·:·:·:-:-:-:-:-:-:-:-:-:-:-:·:·:·:·:·:···:·:·:·:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:·:·:·:·:·:·:·:-:·:·:·:-:·:·:·:·:·:-:-:-:-:-:-:-:·:-:-:-:-:-:-·-·.
Rainfall Intensity (1 25 ) = 9.861 i%r
iii a::::,.: 1::::1 •1 ::::< ,,, , , , :o~~ia :M-$::=:::=:
Rainfall Intensity (1 50) = 11.148 in/hr
·.·.·.··:·:·:·:·:·:·:·: :_::.=:.·:.·.:.:·_ .• ·:_::_·:······ .•.. :·······-·.·.·.:.: •.. ·:·:·:·:·:·:·:·:··· ···:·:·:-:·:·:·.·64:·:·.·:···::·:·:·:·-·.-:·:·:·:·:·:·:·:·:· ••
. :
:.,:_,·,·,.·,·.·,.·.·:_::_:::::_:_,:_,:,:-_·,,·.:·,·_,·,·_,=.:=_,'.,'.,'.:' ··.·.·.·-:-·-· ·'.·'.·'.·'.·:::::: :-:···:·:· ',.-.0. ·.:.::<_.'! ":. ':'_. '.·,.:_.-, ..... ·:.# ... ··,···' . .-.. :·_.:· .. :· .. ;:;:::: :.-; -:-:-:-:-:·:·:·:·:·:::::·::::::::::::::::::::· ·=·:-:-:-:-:-:;:;::;::-:-:-:-·.·.·.·.·.· ~ ~·~
·:·:·:·:·:·:-:·:·:·:·:·:·:·:·:·:·:·:·:·:-:·:·:·:-:·:-:·:·:·:·:·:·:·:·:·:·:·:·:·:··-·.·,···
Rainfall Intensity (1 100) 11.639 in/hr
:_:·•·.a.:.-.•. -....... '.''.'.~.::.'_'.''.'.'.•.•.~.: .•. :.'.:.•.•_i.'.i.' ., .. <•:;,,; ;,... C :::::::::: •::•., • : Hi~i.ii 8$J ·1 : ... ....,_ ~~?t~r ===========::::::: =·=-=·=·=·=·=·=·=·:·=·=·=·:-·-·.·.·· ---·=·=·=·=·=·=·:·=·=·=-:·=·=·=·=·=·=· ·:·
SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION
Application is hereby made for the following development specific waterway alterations:
AICYO\-tr~N er A 19~4 ?"t..F-\ f6'lrtA&t-e.. G'-L-PYt-A-r -n-H£ E¥1;:rr1N0t ~oc..'?,
\)J,Af\ea-~~.
ACKNOWLEDGMENTS:
L \Jot.W ~. ~F-U...,J<2. •
, design engineerJewner, 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 according to
~ocumen~an~~~l~theCollegeStan_·_on~C-ity~Cod~-e·~~~~~~~~~-~~ Con=or
CERTIFICATIONS: (for proposed alterations within designated flood hazard areas.)
A_ L N'/A. , 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 strucru.re or its contents as a result of flooding from the 100 year storm.
Engineer Date
B . L bb ~1}} £,. ~~ ,-:Jrz.., certify that the finished floor elevation of the lowest floor, including any
basement, of any residential structure, proposed as part of this application is at or above the base flood elevation established in the
latest~~ "'rallnsuran~ce~· · ·onFlood dStudyandmaps,as~ded.. t)
/' ~/Z U:J I
~--J~~~-fo ........ --=---'~~--=--='-=--,r,.-
En gi eer Date
C. L tJ /A , certify that the alterations or development covered by this 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
floodv..-ays and of floodway fringes .
Engineer Date
D . L ~"2...11-i f:,. €MWF-U..-;T'Q.. , do certify that the proposed alterations do not raise the level of the 100 year
flood ~~h".1 ft• Iakst F~'}f"1 }115™"' Administration Flood Hazard Study. ~ l~f-i ft IZ,z,.t'o/
Engineer Date /
Conditions or comments as part of approval :-----------------------------
In accordance with Ch.apter 13 of the Code of Ordinances of the City o f 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 All development shall be in accordance v..ith 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 PL-\.'-: APPLI C ATIO N
SlTEAP P.IXX: 03 /25 .'99
3 of3
FOR OFFICE USE ONLY
CASE N0.0 ['~tf=
DATE SUBMITTED --:o
SITE PLAN APPLICATION
MINThfUM SUB.MITTAL REQUIREMENTS
( Site plan application completed in full .
WA"" $100.00 Application Fee .
~ $100 .00 Development Permit Application Fee.
~ $300.00 Public Infrastructure Inspection Fee if applicable. (Ibis fee is payable if construction of a public
/ v.-aterline, sewerline, sidewalk, street or drainage facilities is involved.)
~Ten (10) folded copies of site plan.
_L A copy of the attached site plan checklist with all items checked off or a brief explanation as to why they are not
checked off.
APPLICATION DATA
NAME OF PROJECT lExfBAA '~"°1 f:r.A~-et>cca ~1 :o&<;:>@ ~c.~ frA\¥2.l F-f.t..~xr
ADDRESS ~':let:> \NE.1.c~r± Sc ., Cot.-L.UlS. 5-t.A .. l'X t76Y5 j
LEGAL DESCRIPTION Zo Ac. l°'<ZA<...--r (\Jt:i1.... t \JSU. / 1..Zc"J (\Jc \...'?"al/ 2--z.t:::i)
~<2A'-~~Lo Pu-'2-NG.~""1 L~Ao\JE. 1 A-7
APPLIC..\i'IT (Primary Contact for the Project):
Name N ."3 . ~:s.p.,,l FJ(:ze. ( lo1_1.cE:~l'2-S1A-r,c::."1 ""1. .s .D.)
Street Address \ '6 \2=-vJe-L...S>H City COLl_.,<::f.aE ~ l~N
State )';( Zip Code (/ 8'1 D E-Mail Address -----------
Phone N wnber ~ (0C\Y-S~\O Fa.xNumber (2°\ 4-.S(o\Z.
PROPER1Y O~cR 'S INFORMATION :
Name ~B-As t\P'PL\c..AN:r
Street Address City ------------------------------------------
State Zip Code _____ E-Mail Address -------------
Phone Nwnber Fax Number
------------------------------~
ARCHITECT OR ENGINEER 'S INFORMATION :
Name 16An~ 0J1s1c....\1...F-C '{Vt0Ntof>AL ~\!~L.I:::fn\~'t ~\Jf)
Street A ddress ZSS\ \~ -fr.JE . S. )$-rs A City .c' o Lt..E:.GJE. S=-tAr \~ N
State )x Zip Code ('78'-l ~ E-Mail Address 'fn1e±c.a\P @ ccd%cs.. CprY\
Ph one N wnber lo C,, ~-5 ~Sq Fax Number _ _Jf..::..0._9!,_~=---Y.....L.:::::'2..:1....\..f..L, 'S--"---------
OTHER CO NTACTS (Please specify type of contact, i .e . project manager, potential bu yer , local contact, etc.)
N a.rne ---------------------------------------------------------------
Stre-:!t A ddres s ----------------------------City --------------------
Sta:.e Zip Code _____ E-Mail Address ------------------
Ph on e N umber ___________________ Fa.x Number--------------------------
SITE PUS AP PLICAT!O~
SITEAPP .S-:.C 0 3 ·2~'99
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..
PRESENT USE OF PROPER1Y
PROPOSED USE OF PROPER1Y
V ARIANCE(S) REQUESTED AND REASON(S)
# OF PARKING SPACES REQUIRED ___ _ # OF P ARKIN"G SPACES PROVIDED i ~<i
0 MULTI-FAMILY RESIDENTIAL
Total Acreage ___ _
Floodplain Acreage __
Housing Units ----
# of 1 Bedroom Units
# of 2 Bedroom Units
# of 3 Bedroom Units
# of 4 Bedroom Units
FOR 2 BEDROOM UNITS ONLY
__ # Bedrooms ~ 132 sq. ft.
__ # Bedrooms < 132 sq . ft.
SITE Pl.A.'-: APPLICATIO!\"
SlTEAPP .rxx: 03125.'99
~COMMERCIAL
Total Acreage --'~_a __ _
( ,t..\Dt'n1 tt-.JA~ Building Square Feet 15~(,p
Floodplain Acreage ¢
~\b°'1. P<-D6\.
1~ .~9)
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COLLlGI. STAllON
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LIST ClIECl<ED OFF WITH 10
FOLDED COPIES OF SITE PLAN FOR REVIEW
SITE P LAN MINIMUM RE Q UIREMENTS
(ALL CITY ORDINANCES MUST BE :MET)
INCLUDING BUT NOT LThflTED TO THE F OLLOWJNG:
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.
CN.nership and current zoning of parcel and all abutting parcels .
Existing locations of the following on or adjacent to the subject site:
Streets and side""a.lks (R.O .W .).
Drivev;ays (opposite and adjacent per Driveway Ordinance 1961).
Buildings .
Water courses .
Show all easements clearly designating as existing and type (utility, access , etc .).
100 }T . 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) \Xii.thin or adjacent to the proposed site, including building
transformer locations , above ground and underground service connections to buildings, and drainage inlet..s .
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
separatio n 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 dra...,n, tabulated., and dimensioned. Minimum parking space
is 9 ' x 20 ', or on a perimeter row 9 ' x 18' with a 2' o verhang . Desi gnate number of parking spaces
required by ordinance and provided by proposal .
Handicap pa rking s paces .
SITE P L.\.~ CHECKL IST
S!TEC K.[X)C OJ .~5 1 99
1 ofJ
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41.i 1'&.
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NOTE:
9 .
10 .
Parking Islands . Raised landscape islands, (6" raised curb) a minirnwn of 180 sq. ft. are required at both
ends of every parking row (greeospace area contiguous to the end island maybe applied tov.'3Id 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 derorative 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 betv-<een 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).
Sidev-.-alks (both public and private). Sidewalks are required at time of development if property has frontage
on a meet shov.n on the Sidewalk Master Plan or if the review staff determines the nec-.."'Ssity. (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
residential developments as well as between multi-family and single family developments).
Sires for solid was...e containers •vith screening. Locations of dwnpsters are accessible but not visible from
srreets or residential areas. Gates are discouraged and visual screening is required. (Minimwn 12 x 12 pad
required .)
Show all easements clearly designating as proposed and type (utility, ~s, etc.}. If dedicated by separate
instrument list by volume and page .
Utilities (noting size and designate as proposed) v.ithin 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 gr..d.i.ng (l' max for proposed or spot elevations) and other peninent 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 shall be in a location approved by the City Engineer. Any structure in any zoning district
other than R-1 , R-lA, 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 deparonent 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 b y
parked cars or a structure .
Show fire lanes . Fire lanes a minirnwn of 20 feet in width with a minimum height clearance of 14 feet must
be es-..ablished 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 wearher surface as
defined in the Zoning Ordinance Section 9 before a building permit can be issued .
WiU bu ilding be sprinkled 7 Yes 0
If t.1-ie dec is io n to s p rinkle is ma.de after the site p l2.I1 has been approved, th~n the pbn must be resubmitted .
\\ nee lstops may be required when ~s overhang onto property not O'v'.ned by the appiiC.'.lllt or where
there may be confli ct '"ith handicap accessible routes or above ground ut ilit ies , signs or other conflicts .
SITE Pl.A.~ CHECKLIST
SITECK.DOC 03 /2 5. 99
2 of3
_____________________ ........
N/A .~ ·. 11.
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20.·
NOTE:
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 elimina.t:e plantings in easements . Include info~on on the plans
such as :
required point calculations
addition.al 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, NC units, loading docks, propane tanks, utility
demarcation point on buildings, or other areas potentially visually offensive .
existing landscaping to remain
show existing. trees U? be barricaded and barricade plan. Protected points will only be a ·warded if
barricades are up before the first development permit is issued.
Show irrigation system plan. (or provide note on how irrigation system requirement ""ill 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 \Xtill be sized by city according to irrigation demands
submitted by applicant and must include backflow prevention protection.
Is there any landscaping in TxDOT R. 0 .W . ?
If yes, then T xDOT permit must be submitted.
Will there be any utilities in TxDOT R.O .W. ?
If yes, then TxDOT permit must be submitted.
Will there be acc...."'Ss from a TxDOT R.O .W .?
If yes , then T xDOT permit must be submitted.
Yes 0
Yes 0
Yes 0
No~
No~
No~
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 0 No~
Signs are to be permitted separately .
SITE PLA'-' CHECKLIS T
SITECK.D0C 03':~ ?9
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