HomeMy WebLinkAbout31 DP McDonalds 01-0100013 1718 Rock PrairieK .. Chen Engineering A Divisio n of KC United , Inc.
Consulting Civil Engineers
March 30 , 2001
Mr. Thomas Vennochi
City of College Station
1101 Texas Avenue South
College Station, Texas 77842
Re: Proposed McDonald's
Rock Prairie Road and Longmire Drive
KCE Job Number: 0095-01
Dear Mr. Vennochi:
REVIEWED FOR
1 COl\~Pr f/..\f\JCE
APR 11 2001
COLLEGE STATION
ENGINEERING
/IVJ
We have enclosed the following drainage report in correlation with a proposed
McDonald 's at the intersection of Rock Prairie Road and Longmire. Drive in
College Station, Texas . The drainage report shows that there is no drainage
system in the immediate vicinity of the McDonald 's tract of land ; however, there
are inlets directly to the south of the site on Longmire Drive. These existing inlets
and Longmire Drive were initially designed to handle the post-development runoff
from the site . Therefore , there is no adverse effect from the development of the
site .
If you have any questions concerning this report , please do not hesitate t o call.
Sincerely ,
Ke Chen , P.E .
Cc: Mr. Carl Amdor, McDonald's Corp.
\\Server01 \shared \KCC\Project\0095-01 \doc\Cover Letter 0095 .doc
6161 SAVOY , SUITE 310 HOUSTON , TEXAS 77036 PHONE : 713 .952 .6888 FAX : 713 .952.9994
CERTIFICATION SHEET
I hereby certify that this report for the drainage design of McDonald's on Rock Prairie
Road and Longmire Drive was prepared by me (or under my supervision) in accordance
with the provisions of the City of College Station Drainage Policy and Design Standards
for the owners thereof.
Registered Professional Engineer
State of Texas No . 79711
I. GENERAL LOCATION
Rock Prairie Road is directly to the north of the McDonald 's property. Rock
Prairie Road is considered a major arterial per the City of College Station.
Longmire Drive provides access to the site from the East. Longmire Drive is
considered a minor arterial per the City of College Station.
From the Drainage Policy and Design Standards Manuel for the City of College
Station, our property is located on the western most edge of Lick Creek Drainage
Basin. Also , we are further defined within the aforementioned drainage basin as
sub-basin 8. The primary drainage system for sub-basin 8 is North Fork Lick
Creek .
The McDonald 's is located within Phase II of the L.O . Ball Memorial
Subdivision. To the east of McDonald 's is the Center America Shoppin g Center ,
and the properties to the north , west and south of the property are currentl y
undeveloped.
II. PROPERTY DESCRIPTION
The proposed McDonald 's will be situated on 1.688 acres , located on the
southwest comer of the intersection of Rock Prairie Road and Longmire Dri ve in
College Station, Texas. The McDonald 's will encompass all of Lot 4 in Block 3
of the L.O . Ball Memorial Subdivision. This site corresponds with the Amended
Plat of Lots 1, 2, 3, and 4 of L.O. Ball Memorial Subdi vision recorded in March
of 2001.
Currently , the site is undeveloped and has a natural grassland cover. The
proposed development will encompass a parking lot as well as single story
building. The owner of the property is McDonald 's Corporation and the current
zoning is C-2. The zoning classification will remain unchanged.
III. DRAINAGE BASIN DESCRIPTION
The proposed McDonald 's is going to drain into the storm sewer system located
on Longmire Drive. There are no existing curb inlets in the general vicinity of
our site ; however, there are curb inlets further south on Longmire. These inlets
were initially designed to handle the post development drainage from our site.
The construction plans for L.O. Ball Memorial Subdivision Phase II prepared by
Municipal Development Group and approved by the City of College Station show
the intended drainage for the extension of Longmire Drive.
The property is located in Zone "c", areas outside the 100-year flood , as identified
by the flood insurance rate map of the federal emergency management agency ,
map no . 480401 C0205 C.
~ .. :
IV. EXISTING DRAINAGE CONDITIONS
Parameters:
Area:
"c" value (grassy, undeveloped):
110 (College Station Rainfall Curves):
1100 (College Station Rainfall Curve s):
TC (See Exhibit 1 ):
1.688 acres
0.40
5.81 in/hr
9.15 in/hr
20.00 minutes
Based on the parameters listed above , the following pre-development peak
discharge rate has been found:
Q10 (c x Ix A):
Q100 (c x I x A):
3.92 cfs
6.18 cfs
V. DEVELOPED DRAINAGE CONDITIONS
Parameters:
Area:
Landscape Area:
Impervious Area:
Composite "c" value:
110 (College Station Rainfall Curves):
1100 (College Station Rainfall Curves):
TC:
1.688 acres
0.40 acres
1.288 acres
0.78
8.25 in/hr
12.5 in/hr
10 minutes
Based on the parameters listed above , the followin g po st-de velopment peak
discharge rate has been found: ,,
Q 1o (c x I x A):
Q1 00 (c x Ix A):
IV. STREET DRAINAGE SYSTEM
10.86 cfs
16.46 cfs
Longmire Drive is a curb and gutter street with an inlet to the south of the
proposed McDonald 's site. McDonald 's will release the drainage from the site to
travel down the gutter of Longmire to the existing inlet. The existing gutter
discharge of Longmire Street is defined by the following equation:
Q = 0.56 * (zln) * S/\0.5 * Y/\2.67
Where :
Q = gutter discharge in cfs
Z =inverse of crown slope of Longmire Drive (ft/ft)= 33 .33
2
N = roughness coefficient = 0.018
Y = depth of flow (ft) = 0.5 ft
Plugging in the known values for each of the variables , yields a gutter discharge
amount of 1 7 .11 cfs.
V. IMPACT TO DRAINAGE SYSTEM
The post-development runoffs at the site for the 10-year and 100-year storms
respectively are 10.86 cfs and 16.46 cfs. Each is below the drainage capacity of
the street.
Therefore, there is no adverse effect to the existing drainage system. The existing
system was designed to handle the post-development runoff from the site.
3
EXHIBIT 1
DETERMINATION OF TIME OF CONCENTRATION
Given:
Area: 1.688 acres
Solution:
Use Overland Method to determine time of concentration:
Where:
TC= 3.3 x (1-c) x L05
(S x 100)033
TC = time of concentration
"c" = runoff coefficient
L = maximum length of water travel in meters
S = surface slope
"c" = 0.40
L = 360 ft (109.72 meters)
S=l.1 %
Using the values given above , the Time of C oncentratio n is:
: . 20 minutes
4
~-w
COlllGl STATION
SITE LEGAL DESCRIPTION:
DATE OF ISSUE:
OWNER:
DELMAR ROCK PRAIRIE LTD
15900 DOOLEY RD
DALLAS , TX 75244
TYPE OF DEVELOPMENT:
SPECIAL CONDITIONS:
DEVELOPMENT PERMIT
PERMITNO. 100013
DP-MCDONALD'S
SITE ADDRESS:
1750 ROCK PRAIRIE RD
DRAINAGE BASIN:
VALID FOR 12 MONTHS
CONTRACTOR:
All construction must be in compliance with the approved construction plans .
The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site
in accordance with 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 an y 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. 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 not in a 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 dev elopment permit
applicatio for the above named project and all of the codes and ordinances of the City of College Station that apply .
Date
· ..
\
f
K. Chen Engineering
ConsultinQ Civil EnQineers
K. Chen Engineering, A Divis ion of KC United Inc.
6161 Savoy, Suite 310
Houston , Texas 77036
Tel : 713.952 .6888 Fax : 713 .952 .9994
TO : Mr. Thomas Vennochi, Jr.
City of College Station
1101 Texas Avenue
College Station, Tx 77842
Transmittal Delivered Via : Overnight Mail
LETTER OF TRANSMITTAL
May 18 , 2001 I Job No : 0095-01
Re : McDonald's -Rock Prairie
We Are Send ing : ~Attached D Under separate cover via :
D Shop Drawings
D Letter/Memorandum
IZI Bluelines
0Change Order
6 PP of 30' Public Roadway
6 Revised C-2
Items are Transmitted as checked below :
IZI For approval D For review and comment
COMMENTS :
See enclosed letter.
CC :
D Plans D Specifications
D Electronic Files D Other
D For your use 0As requested
FROM :
Eddie Lewis
I
K~ Chen Engineering A Divis ion of KC United , Inc.
Consulting Civil Engineers
May 18, 2001
Mr . Thomas V . Vennochi , Jr.
Graduate Engineer
City of College Station
1101 Texas Avenue
College Station , Texas 77842
Re: McDonald's -Rock Prairie and Longmire
Construction of 30' Public Road
KCE Job: 0095-01
Dear Mr. Vennochi, Jr.:
In response to your letter dated April 26 , 2001, we have enclosed the
construction plans for the construction of the 30 ' public access road along the
South property line of the proposed McDonald 's. We have also revised our sheet
C-2 to accommodate this new plan and it will be placed in lieu of the existing
sheet C-2 .
I have enclosed 6 sets of the revised sheets to be included in the original
drawings per the request of Bridget George of your office . I am sending all of the
revised sheets directly to you instead of Bridget.
If you have any questions concerning this matter, please call me anytime .
Sincerely ,
Edward Lewis
\\S ERVER01 \sha reD\KCC\Proj ect\009 5-0 1 \doc\Access Road Lette r 0095 .doc
6161 SAVOY , SUITE 310 HOUSTON , TEXAS 77036 PHONE : 713 .952 .6888 FAX : 713 .952 .9994
, The Ci!f of
College Station, Texas
P.O. Box 9960
April26,2001
Mr. Edward Lewis
6161 Savoy, Suite 310
Houston, TX 77036
•
Embracing the Past, Exploring the Future.
1101 Texas Avenue • College Station, TX 77842
www .ci.college-sta ti on. tx . us
RE: Construction of roadway in 30' Public
Access Easement and Utility Easement,
Lots 4 of Block Three,
L.0. Ball Memorial Subdivision, Phase II.
Dear Mr. Lewis:
• (979) 764-3500
In order for the City of College Station to own and maintain the roadway proposed as part of your
fire lane behind your proposed McDonalds, it is necessary for you to provide us with a plan &
profile. We will have to perform a review and construction inspection of the roadway according
to our 'Standard Specifications for Street Construction'. The plan & profile sheets will also be
needed to be on file for 'as built drawings'.
The design requirements are to adhere to the cross-section and pavement design criteria in the
City of College Station Zoning Ordinance and Subdivision Regulations. A $300 infrastructure
fee is also necessary to receive a Development Permit.
Please submit plan & profile sheets as soon as possible and if you have any questions feel free to
contact me at 979-764-3570 .
Sinceryfy, / /; / I, --rlmtYJ /I jl~AUt (/ c/ll ;
Thomas V. Vennochi Jr. /
Graduate Engineer jl
XC: Natalie Ruiz, Development Coordinator
File
Encl. Page 9-2 & 9-3 of COCS Zoning Ordinance
Page 9-18 & 9-I 9 of COCS Subdivision Regulation
HTE File Notes
J:\Pztext\PZ04747 .doc
Horne of Te xa s A&M University
TABLE I· STREET DESIGN CRITERIA
Criteria ~; Residential Collector Arterial
Alley I !Jrban 1 I Rural Rural I Minor I Major Minor I Minor I Major
l
~ (undiv.) (div.) (div.)
i~ Row~ 24 ' 50 ' 70 ' 80 ' 60 ' 70' 90 ' 90' 120 '
Pavement WidthJ 20' 27' 24' 30 ' 38 ' 48 'or54 70 ' 70' or 74 ' 94 '
Traffic Lanes 2 2 1 2 2 2 3 or4 5 4 6
Lane Width 10 ' 12' -12' 15 ' 11 'or13' 11 '/16 '" 11/16'" 11/16'" 11/16'"
Shoulder Width N/A N{A 2@ 2@2'/ea. N/A N/A N/A N/A N/A
+i 2'/ea.
! Continuous Two-Way Left none none none none none permitted required none none
Tum Lane (width) (• (12') (16 ')
I Parking none petmitted none none perm itted none none none none
(lirr,iited) w/o bike
~. "' lanes
J Median none none none none none none none 16 ' 18 '
i Min. Grade .6% .6% .6% .6% .6% .6% .6% .6% .6%
Max. Grade 8% 8% 6% 6% 6% 6% 6% 6% 6%
•• Min. Horz. Radius (center 200 ' 2UU ' 200 400 ' 400 ' 500 ' 850 ' 850 ' 1,050 ' l i line)
i.· Min. Tangent between O' O' O' 75 ' 100' 100' 100 ' 100' 250 '
:, curves
Sidewalks~ none one-side none none both both both both both
Desion .Soeed (mph)" 30 30 30 30 30 35 40 40 45 ,• Bike Lanes N/A NIA NIA N/A permitted permitted N/A permitted perm itted . ~ "' (limited) I. .; ... Volume Range , 200 to 1000 100 to 1000 to 1000 to 5000 to 10,000 to 10,000 to 20 ,000 to
· ~ehlcles/day) . 1000 5000 5000 10,000 20,000 25,000 45,000
• . uldellne ,.~
.....
--'
.
.1
. .:" ·'
··' ·~tr.. ............ o .... ..-.. _ -""""
1 Residential streets may be designated as either "through" or "internal" (see de fini tions)
2 Right-of-way width listed herein is a minimum, additional right-of-way or easements may be requ ired.
3 Pavement width is measured from back of curb to back of curb. For payments with shoulders, the pave ment width does not include the shoulder width .
4 Wider lanes required on outside lanes only.
'There are no sidewalks required on rural res idential streets or rural collectors that are wholly conta ined with in the subdivision. (See Subsection 12-N . Sidewalks).
6 For "internal" residential streets , the design speed may be reduced. Thismay allow for a smaller ho riz ontal ra dius . Advisory signage will be requ ired by the developer.
-----...
I ..
tJ
[·
(, ALLEY
(, 2-4'
2' 20' 2'
I -:;. 10' 10· >
d THRU 0 d
cl 0 THRU ~
I .
I RESIDENTIAL
I u.s• z:r u.s·
1~ > 13.S' 13.S' >
d 1mU 0 cl
a! 0 THRU a!
I '\.. SIDE:VALK SIDEVAl..X/
<Re~ on one ~ ody>
I
• RURAL RESIDENTIAL
70'
• 21· 28' 21·
> e' f2#' 12' >
I(,
d 1mU 0 d
el. t 0 ti.
ua..ucx THRU
II· ~-CPO{ Dcrru CPO{ DITCH/
44 st.OPE 4ct SUlP£
Ha.x\-,un H4.>Mun
•
' STANDARD STREET CROSS-SECTIONS
II
II 9-19
Rev. 4/00
·--------·· . --
..
B.
c.
D.
E.
A raised island, encompassing not less than one hundred eighty (180) square feet in
area, shall be located af both ends of every interior parking row and at 5oth ends of
every peripheral parking row, regardless of the lengtfi of the row.
(As amendedoy Ordinance 2317 dated March 12, 1998)
7. INTERIOR ISLANDS
For yvery fifteen (15). interi9r p3:fking space~1 180-square feet of Janqscaping must be
providecf somewhere m the mtenor rows of me parking lot. Intenor island areas may
be grouPe:ct and configured as desired providecf that circulation aisles remain clear.
Interior islands may have sidewalks through them.
End island areas that exceed the minimum required by counted toward the interior
parking island r~uirement.
(As amended by Ordinance No. 2097 dated November 10, 1994)
(As amended by Ordinance 2317 dated March 12, 1998)
8. PARKING LOT ISLANDS
All parking lot islands must be raised at least 6" and curbed, with the majoricy of the
area planted .or treatep with enhanced p~ving. The bottom areas of planted islands
musfbe contiguous with uncompacted soil.
(As amended by Ordinance 2317 dated March 12, 1998)
OFF-PREMISES LOCATIONS: For any new use, building or structure where the
re;.<l.uired off-street _parking cannot be proviaed on the premises because of size or location
of the lot or building plot, such parking may be provided on other property under the
same ownership in fee simple or under a perpetual easement which commits The land for
parking for the use, building or structure, not more than two hundred (200) feet distant
froll\ the building sity proviaed the proposed parking area is located in a district where
parking lots are permitted for that use.
(As amended by Ordinance No. 1783 date,d November 10, 1988)
DEVELOPMENT AND MAINTENANCE OF PARKING AREA: Every parcel of land
hereafter used as a public parking area, including commercial parking lots1 automobile 1 fari:n eguiprp.ent, mobile hoi:ne, trailer, .or other 9pen,:-air sa).es lot, shall be aeveloped ana
mamtamcii m accordance with the reqmrements m this sectlon.
SURFACING: Except as otherwise provided all off-street parking areas shall be
constructed with a minimum allowable parking iot pavement of one ana one-half inches
(1.5") of asphalt pavement of top of six inches (6") of limestone base. In the case where
concrete pavement is desired the concrete shall be five inches (5") thick, with the
exception that all designated fire lanes shall be six inches (6") thick. The reinforcement
withm the concrete section shall consist of number four (#4) oars on eighteen inch (18")
centers, centered within the pavement thickness. A six inch (6") raised concrete curb
shall be r~uired around the entire perimeter of the lot and around all interior islands.
Designee for pavera.ent and curbing must meet minimum standards as de.Picted in Exhibit
A. Variances to the standards shall be approved by the Planning and Zoning
Commission. All off-street parking areas slfa.11 be installed graded to drain ana
maintained so as to dispose of surface water accumulated within the area. P,arking _spaces
sha.l). be so arranged and marked so as to provide for orderly and safe par1cing of
vehicles.
(As amended by Ordinance No. 2226 dated December 12, 1996)
LIGIITING: All li_ghting fixtures used to · illuminate · an off-street parking · area shall be
arranged so as to direct or shield the light away from any adjoining residential premises .
Zoning Ordinance Page 9 -2
II
• •
' II
' '
' J1
' ' I
' I
I
I
I
1.
I
I
I
I · ,,
' ' ' ' ' ' ' ' ' ' ' ' '
• •
F.
G.
NON-PUBLIC, ALL-WEATHER DRIVE SURFACES: Temppf1UY or permanent drive
surfaces that are required for emergency access or turnaround for emergency vehicles
must be constructed to function under all weather conditions. To accommOdate a project
during construction, phasing, or permanent installation, drive surfaces that do not meet
the r~uirements for permanent pavement surfaces may be allowed at the discretion of
the City Engineer for lhe specific conditions stated below:
TEMPORARY ALL-WEATHER SURFACE (during construction) - A structure
under construction must be accessible by an all-weather drive surface. This surface
may consist of the permanent pavement as described in Section 9.2.D or may consist
of four inches (4") of limestone base with a one-course (1) seal coat as specified in
the Texas Department of Trans~rtation Standard S~ifications for Construction of
Hig_hways, Streets and Bridges, 1993 Edition, Item 316. This temporary all-weather
surface must be reworked or replaced to meet the permanent pavement standard as
described in Section 9.2.D. prior to issuance of a certificate of occupancy.
SEMI-PERMANENT ALL-WEATHER SURFACE (during phasing) -In cases
during phasing of a large project, emergency_ access and turnarounds often must be
added as a temporary measure until additional phases are constructed. These
emergency access areas may consist of _permanent pavement as described in Section
9.2.D., or may consist of six inches (6") of limestone base with one-course (1) seal
coat as specified in the Texas Department of TransP9rtation Standard S~ifications
for Construction of Highways, Streets and Bridges, 1993 Edition, Item -:316. If the
semi-permanent surface is used the six-inch (6") curb is not required, and these
areas must be gated or protected from public usage and signed for emergency access
only. When the additional phase is constructed these areas must be removed or
reworked to meet the permanent pavement standards as described in Section 9.2.D.
PERMANENT ALL-WEATHER SURFACE (permanent) -In some development
scenarios, an emergency access or turnaround must be constructed to meet emer_gency
access purposes ana is not required for public traffic, service vehicles or sanitation
vehicles. In these cases, the area requircii for emergency access only may consist of
permanent pavement as described in Section 9.2.D., or may consist of six mches (6")
or limestone base with a two-course (2) seal coat as specified in the Texas
Department of Transportation Standard Specifications for Construction of Highways ,
Streets and Bridges, 1993 Edition Item 316. If the seal-coat surface is used, a six-
inch (6") c9rb is not required, and these areas must be gated or protected from public
usage and signed for emergency access only.
(As amended by Ordinance No. 2226 dated December 12, 1996)
TEMPORARY PARKING LOTS: When additional P¥king, in excess of what the zonin,g
ordinance requires and/or in excess of what was inslalled when a facility first opened is
necessary to accommodate business or J)atronage that was unanticipated when the facility
first opened, this P.arking may be supplied usmg the standards be1ow. All such parking
lots must receive site plan approval from the Planning & Zoning Commission following
the site plan review procedures outlined in section 10 of the zoning-ordinance. If these
standards are allowed) the parking lot may exist on a temporary basis, not to exceed 12
month~. .The beginnmg crate of the lZ month period shall be determined by the
Commiss10n.
(As amended by Ordinance No. 2226 dated December 12, 1996)
STANDARDS
1. The surface of th~ parki11g lot may be gravel or some other temporary material as
approved by the City Engmeer.
2. The lot must be designed to accommodate drainage in accordance with the City's
drainage ordinance. Curbs, gutters or other improvements may be r~uired where
necessary to comply with dramage regulations as approved by the City Engineer.
3. Entrance to the lot from any public right-of-way is at the discretion of the
Commission based on recommendation of ttie City Engineer.
Zoning Ordinance Page 9 -3
(
6 DEVELOP ME T SVCS 16 : 52 r , '8'~79 764 349 ---~= _ _ ---
14!001
Post-I~ Fax Note 7671 Date
From
Co.
·. Phone# ..
SITE PLANAPPLICATION l)P-o I-cotocor~
MINIMUM SUB1\!1ITIAL REQUIREMENTS
-~,.$ite plan application compl~ted in full.
-V.$100.00 Application Fee . -T $100.00 Development Permit Application Fee . · = $300 .00 Public Infrastructure Inspection Fee if applicable. (This foe'is pa y abl~ if construction of a public
· /waterline , sewerline, sidewalk, street or drainage facilities is involved .)
~ _J.e n ( l 0) folded copies of site plan .
_LA copy of the attached site plan checklist · with all items checked off or a brief explanation as to why they are not
checked off
APPLJCATION DATA
NAME OF PROJECT --'-\J-'-'\c.,,,.__,:\)o=:..;;:._;_~-'-"~""""D"-"'s'-'--. ------:-----'-~---'-~~-----------
ADDRESS . 'RDc.'{ ~~~\£_\~ 'i~® 1\\ lc~Cll'-\\~~ 'blU\JE.
LEGAL DESCR1PTION ll;)\ k ,\\~c.~ ~a' ~f\\..\.. C:S\h\,\l\~\()°\'J lV\\l\.';>f.. \\)
APPLICANT (Primary Contact for the Project): ..
Name t.~t.~ ~~S
City \-\~\)<°;)\ON Street Address \,\~\ St-V9i , ~\~ 1\0 ..
.. State \ '!--~--
Zip Code ~1(,)1"2
C~H~\ C\S1 ·l.o~~i ·
E-Mail Address .. to \'<,w i s (Q) '<-.c..u"i\vj. c.crrn
Pl10he Number Fax Number \':\\~ C\Sl ~C\C\C\4'
PROPERTY OWNER'S INFORMATION :.
Name _]c.,~~~\...~s .. · (~\.; ~\l.t1.\Rl
. Street Address ~1~1 .·· ~-~ \C\\g,D \U~S\ , Su \\~ 11¥> City _\\_,_,· =~"'--'S\"". =<:::>\J ______ _
State \ ~ ... Zip Code <\<"°\()'9<6 E-Mail Address (.Cl.<\ .. o.t'<'-0.o( 6) t<'!\..<\., C-~\'C\
Phone Number (.'\,~\) Si<'\ <to()) . Fax Number ______________ _
ARCI-IlTECT OR ENGINEER'S INFORMATION :
Name Y-.. C\\&ID ~~C\'~~(;(\<'% C.~-\t\-~'<:. c.,~'\
Street Address ~ ~\'-2\ . 5>~"1\\'\ , )\) :\t 't>\C . City ~\!u.:iru ...... ~....,:Xc.:::.00=-------
State \Y.. Zip Code ~\~~\!) · E-Mail Address Y&'Ntt\® 'hc.U'(\\\tC:>.(.Ci'<'l
Phone Number l\\ ~ C\ ~1 ~ ~~<l6 Fax Number __,,.(\_,_\:...:::~ \'-'--<\-'-S"-1.._-q_;_Q;_,_C\_,_4_,__ ___ __;_ __
OTHER CONTACTS (Please specify type of contact, i.e . project manager, potential buyer, local contact, etc .)
Name ~-------,---~------------'------------
.· · StreetAddress .· .-City ~~_:_;,:_;__ _____ -'----------'---------------
State Zip Code ---~-E-Mail Address -----------
Phone Number Fax Number-'----------------
SITEPLAN APPLICATION
SITEAPP 04/13/99
I of3
. 02 /22 /01 1 3: 15 '5'979 764 3496 DEVEL OP MENT SVC S
~
CURRENT ZONING ( C>mmQiC <:.U\L C.-L
PRESENTUSEOFPROPERlY~~V~&~c~~N~~.:...-----------------~
PROPOSED USE OF PROPERlY fl\s\ t~'t) ~~1~2-\\\»>1 { ,. \J lOC--0 S\O(~
V ARIANCE(S) REQUESTED AND REASON(S)
# OF PARKING SPACES REQUIRED '°t~ # OF PARKING SPACES PROVIDED ~$
~oc.~<:>\:~Q. ( \hOlO ~~~) ::>. ~C\ 'l 1.10 s~ f;...t;;,o ~i -:. 2D 'Pt..~VS
t'\c.\)oN)..\.t)'-:, l\1-k-:.'\~\)~t Uo)' ~~'~'= '\ 'JO: s.~()i.~ sv--/v:~l'::ii-::: s~ ~i\~'f-5) ~'6+10 ~ 1~
MUL TI-FAMIL V RESIDENTIAL
Tota.I Acreage ___ _
Floodplain Acreage __
Housing Units ___ _
# of I 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 .
Total Acreage \.\!&~
Building Square Feet \Oil~~
Floodplain Acreage ~~
The applicant has prepared this application and certifies that the facts stated herein and exhibits attached
hereto are true and correct.
Signature of Owner, Agent or Applicant Date
!41002
SITE PLAN APPLJCATION
SITEAPP 04/13/99
3of3
02 /22 /01 13 :16 '8'979 764 3496 DEVELOPMENT SVC S 141004
·:I
~~ SUBMIT APPUCATION AND THIS
LIST CHECKED OFF WITH 10
FOLDED COPIES OF SITE PLAN FOR REVIEW
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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
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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.
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Scale should be largest standard engineering scale possible on sheet.
Ownership and current zoning of parcel andall abutting parcels .
ef Existin2 locations of the following on or adjacent to the subject site :
Streets and sidewalks (R.0.W.).
Driveways (opposite and adjacent per Driveway Ordinance 1961).
Buildings .
Water courses .
Show all easements clearly designatmg as cXisting .and type (utility, access, etc.).
100 yr. floodplain and ftoodway (if applic.able)oo 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 .
ta""/ Meter locations.
t;V'" Topography (2' max or spot elevations). and other pertinent drainage information. (If
plan has too much information, show drainage on separate sheet.)
0 8. Proposed location, type and dimensions of the following.:
IJ ./ Phasing. F.ach phase must be able to stand alone to meet ordinance requirements .
QI'" 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 siz.e of the uses within the building . Building
/ separation is a minimum of 15 feet w/o additional fire protection.
B / Setbacks. Show building setbacks as outlined in Ordinance 1638 Zoning Ordinance, (Section 7, Table A).
a"" Off-Street parking areas with parking spaces drawn, tabulated, and dimensioned. Minimum parking space
A . 9' x 20', or on a perimeter row 9' x 18' with a 2' overhang. Designate number of parking spaces
equired by ordinance and provided by proposal.
Handicap parking spaces .
SITE PLAN CHECKLIST
SITECK.IX>C 04/09199
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•' SITT PLAN CIIECKLIST
. . . srtECK;.OOc CM/09199
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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 .). Additionaµy,J -80 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 i>arking .
. Curb cuts. For ea.Ch proposed curb cut (includirig:driveways, streets, alleys, etc.) locate existing curb cuts
. on the same opposite side of the street to determirie separation distances between existing and proposed
curb cuts . Indicate driveway tlu'oatleilgth as measured in the Driveway Ordinance . (See Ordinance 1961
· ·for driveway location anddesigri requirements.)
D . Security gates (show sWirtg path'and design speci with colors). l~o a,o.\~s)
CY' . Sidewalks (both public and private). Sidewalks are required at time of development if property bas 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 eonstructed on site .
Q/ Landscape Reserve ; A twenty four foot setback fr0m 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 tht property line .
. ~ . Common open spaces sites
·. Loading docks l(\C>'{l.Q,\ 0
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Detention ponds <..w..1Mi\
Guardrails
Retaining walls lf\O'Ml
All required and other types offenees (a 6' privacy fence is required between industriaVcommercial and
residential developments as welLas between mulfr-family and single family developments). (~ \\ ~\a,\)
'<a' · ·Sites for solid waste containers with screening ... LOcations of dtlmpsters are accessible but not visible from
streets or residential areas . ·.Gates are discouraged and visual screening is required . (Minimum 12 x 12 pad
required .) . .. . a .. Show all easements clearly designating a5 proposed and type (utility, access, etc.). If dedicated by separate
instrument list by volume and page .
~ · Utilities (noting siu and designate as proposed) within or adjacent to the proposed site, including building
transfonner locations, above gro'und and underground 8ervice connections to buildings .
~ Meter locations (must be located in public R.O .W. or public u. tility easement .).
g/ Proposed grading ( l' max for proposed or spot elevations) and other pertinent drainage infonnation . (If
... plan has too much information, show drainage on separate sheet.) .
W 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 roning 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 .
t::l Show fire department connections . FDC • s should be within 150' of the fite hydrant. In no case shall they
··.·.be any further than 300' apart, and they sh311 be accessible from the parking lot without being blocked by
· parked cars or a structure . .
··a · . ·Show fire lanes . Fire lanes a mirtimrim of 20 feet .in width with a mlltltnUlll height clearance of 14 feet must
NOTE:
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be established ifany portion of the proposed structure is more than 150 feet from the curb line or pavement
edge of a public street or highway . l~O\ ~~t it\flN \COO H !~ C.uR~)
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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 0 No ~
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H mt: ut;c~s1on 1? spruooe 1s maae atter the Site plan has been approved, then the plan must be resubmtttea .
Wheelstops may be required when cars overhang onto property not owned by the applicant or where
there may be conflict with handicap accessible routes or above ground utilities, signs or other conflicts .
. SITE PLAN CHECKLIST 2of3
02 /09 /01 1 6 : 53 I • e9,79 764 3496 DEVE LOP MENT SVCS
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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 infonnation 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 demands
submitted by applicant and must include backflow prevention protection. ( \..~~ \:)t\\ C>tJ ~ ~
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Is there any landscaping in TxDOT R.O .W . ?
If yes, then TxDOT permit must be submitted .
Will there be any utilities in TxDOT R.O .W .?
If yes, then TxDOT pennit must be submitted .
Will there be access from a TxDOT R.0.W .?
If yes, then TxDOT permit must be submitted.
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Yes 0 No 'JI
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The total number of multi-family buildings and units to be constructed on the proposed project site . ( Y\ltN.JJ
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 W--
Signs are to be permitted separately .
SITE PLAN CHECKLIST 3 of3
0 2 /22 /0 1 1 3 :1 6 '8'979 7 64 3496 DEVEL OPMENT SVC S !41003
SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION
pplication is hereby made for the following dcvdopmcnt specific waterway alterations:
ACJCNOWLEDGMENTS;
i I, Ke Che-11 / P. J5 · ~ ~wner, 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 pcnnit application, I agree to construct the improvements pcoposed in this application according to
these documents and the ~ts of Chapter 13 of the College Station City Code. ~ -··~~-
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CERTIFICATIONS; (for proposed alterations within designated flood haz.ard areas.)
A I, certify that any nonresidential structure on or proposed to be on this site as part
ofthis application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 year stonn.
Engineer Date
B. I, certify that the finished floor elevation of the lowest floor, including any
'\Selllent, of any residential structure, proposed as part of this application is at or above the base :flood elevation established in the
.test Federal Insurance Administration Flood Ila7.ard Study and maps, as amended .
Engineer Date
C. I, certify that the alterations or development covered by this permit shall not
diminish the floockanying capacity of the wateiway adjoining or crossing this permitted site and that such alterations or
deYclopment are consistent with requirements of the City of College Station City Code, Chapter 13 concerning encroachments of
fioodways and offloodway 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
~ construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities .
..JCrCby grant this permit for development All development shall be in accordance with the plans and spocifications submitted &o
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.
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