HomeMy WebLinkAboutDrawingsm
� z
o z
Mu- p� W=�
V O -
�c F-��w� �>-CN
0 w W O w W= aLuce- (IDv V-�O
O V Q" � W f—
n Li-
� O
o�
V
M W
O
V
O
17-
>G
u1
V
1
1
I
W
C)
C, V
v � `
< Q
O
OIL
~ O
LL—
cv o
LL- ol
cn O < O
L.tl Lr) V
]�f < \
z c
0 0
C A
�Q
flL
Z W
O
� W
J
O(S)
�
V �
Z
_ �
LU
C
O
O
Ol
4—
��
N
_x
U)
Q)
U
vi
W
<o
� O
o O
\
0
V90
�
Op
m
O
L
\
cD 01
W Cl
V
cppdmg-
u
Q)
(J) o)
OV-
\
d-
o
z W
Q W
O �
WW
!�
U
_ 3
k�)
V Ul
O W
� cv
Q)
,
OL
O
J
O
u1
0
V
Z
O � z
3oc>�
z
-„o cQo
o,�n� -'ww
J o
_J� LL �
�OiW O�OO�G
U
Q Q Z O
Q)��
U)w 3"
o1
7D
i;
W'- N
z
� cwo
Q)
44
LU
z U-1
WUS
Ck
Q
��V CD� N
tL J O
I -I- < W ok- V O 6l z V E-- --I O � �+ --
QO• VOA►-0� ��X �w '\
V— ~ � < V c1� V cfl W m
O LU
Ck W
0\ <Ck
�OL
\
O U-LL- n\ p d
U.J
C) O ,,° U-
r— O U-
IF
ap <C \ O
�a
(-S) cn IV r + p m
.=
ZW r ' UW
Uz
p C a Cn VJ�V-
17_
W W r + z \
C�Ozw
4
CWV
' z
W W
LU QO
.
_
W U�
CV-
pw
�-
U t�—
CL
V
0
o�
�x
0
yZ
8
3
z
N
_--o
rn
c.n
U'
F-+
rn
O
lD
77
z
<
_
_
p
m
x
z
cn
O
O
� I I
� I
rn rn � I
z
z
i rn z
d
70 70
70 rn
o �
� I
rn
rn
z I
z
si
I I
0 �
rn
rn -3 z
rn
<rn� o
r 70
rn :. rn
Chi rn O
z � �
rn�0 r"
rn
7q z d
-70 o 03
03
cn
r-
�O� C7
� z �
z G>
n
- ----------- �lD
PROJECT SPECIFIC NOTES:
1.
CITY OF COLLEGE STATION, JOSEPH E. SCOTT LEAGUE, A-50 BRAZOS COUNTY, TEXAS.
7.
AN IRRIGATION PLAN WILL BE APPROVED PRIOR TO C.O. IT WILL INCLUDE A PRESSURE
2.
BUILDING SITE FOR POST OAK VILLAGE IS ZONED C-1 FOR RETAIL.
VACUUM BREAKER OR RPZ BACKFLOW PREVENTER INSTALLED AND TESTED PER CITY
ORDINANCE 2394.
3.
ALL PROPOSED SIGNS WILL BE REVIEWED AND PERMITTED SEPARATELY.
8.
100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR PERENNIAL
4.
POST OAK VILLAGE IS A SINGLE BUILDING PLOT FOR THE PURPOSE OF NON-RESIDENTIAL
GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES, AND DRAINAGE AREAS, THE PARKING
ARCHITECTURAL STANDARDS, LANDSCAPING, AND SIGNAGE AND SHALL COMPLY WITH
LOT SETBACK, RIGHTS OF WAYS, AND ADJACENT PROPERTY DISTURBED DURING
STANDARDS IN THE LIDO REGARDING BUILDING PLOTS OVER 25,000 SQUARE FEET.
CONSTRUCTION.
5.
FLOOD HAZARD STATEMENT: ACCORDING TO COMMUNITY PANEL NO. 48041C144C OF THE
9•
ALL PROPOSED EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF
FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAPS FOR BRAZOS
SECTION 7.10 OF THE LIDO, THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE
COUNTY, TEXAS, EFFECTIVE DATE JULY 2, 1992, THE SUBJECT TRACT IS SITUATED WITHIN
HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL
UNSHADED ZONE "X"; DEFINED AS AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR
BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS
FLOOD PLAIN.
ANY PROPERTY LINE.
6.
ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW
10.
ALL WORK SHALL COMPLY WITH THE CITY OF COLLEGE STATION STANDARDS
OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR RESIDENTIAL
11.
8,249 SF OF INTENSE USE ALLOWED WITHIN THE POST OAK VILLAGE SHOPPING CENTER SITE
DISTRICT WITHIN 150' OF THE SUBJECT LOT MEASURED FROM A POINT FIVE FEET ABOVE
(25% OF TOTAL SF OF SHOPPING CENTER)
GRADE. SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE
TO MAINTAIN A UNIFIED APPEARANCE.
12,
POST OAK VILLAGE IS NOT LOCATED WITHIN AN IMPACT FEE AREA
I 3 i
1 I
r • I
H� Y
m
0
N
0
a
z
0
0
0
N
RB & GUTTER
/-#4 BARS @ 18" OCEW
3„R
Zo HMAC
—
#4 BAR CONTINUOUS, �\\,
.. e
EXCEPT THRU
EXPANSION JOINTS °'D ••::;;;'' —
............ ........ "co 1.5 III=
LIMESTONE BASE SUBGRADE _
LIMESTONE BASE - II— ff._
—111=
ASPHALT PAVEMENT SECTIONS SUBGRADE
M -- ,di -- An — ,t'i 10. -- M ---- AA PA — A, M -- l., iv1 -- iV`, - At\ ,+,r, 0i
Pk
I I I
I I
-- -
I
EX OFFSITE FIRE HYDRANT EXISTING DUMPSTER AREA
8' RED FIRE LANE STRIPPING
i I I
WITH REPEATING 4' WHITE LETTERS
7 1RE LANE', "NO PARKING',
-..------------------- ---------------------
1 ; I --------------- -..... -'TOW AWAY-AWAY
--TYP------------------
_ g� ; ; IX. OFFSITE FIRE HYDRANT
�
� I
ON INDICATED CURBS I
--
--],CLEAR
CLEARi14
18.0"" ZONE I I
( > No PARKING -----------------------------------------
-I
-, �486SF-�, I is
�O� I 9F_ —
i
in �, 36.0 (MIN) —
L I — ( J PHASE 1 FIRE WALL
,' - 4° WHHTE STRIPPING WITH 4° WIEITE
° ` F FIRE CELL
LETTERS ,•NO PARKNG° 6,288 S
TYPICAL BIKE I -- —
TUBING ; (; ; I %(1 �jl SEE DETAILS ISHEE} C1.3;
-
i
I
I I I I I — _ — ' 4 �+, I L � �/i `IA� __�✓�1�=/ � `•.�.v' � �+I S kr I I (' PRIME dPAINT RACK ! I l (� 1 I -- — — o a. - ! I�--- _ _ —�_•,z;6SF
5FT - 333BLACK IN COLOR 1� I
—
CURB AND GUTTER
A",
I \.
r,
12' FT SIDEWALK
1.9'0 STEEL TUBING I i I i\\� l i' i I I - _ - / I , . 0\ ■ ■
in I i 'sI I I ('
Z! 1 'fiQ.rl—®e �.�� ® -- — —— mom ®—— —— —eav
`�-
1 � r
J �I Q — (r >� s, I,(� \ R4$ 27 INTERIOR SPACES ADDED
MOUNT TO CONCRETE 11 i I i �-"Ise "w,t
SURFACE W/4-GALVANIZED 6-X3- STEEL. PLATE = I I — O (r -I �. v,� R32 - I t I 1 I NE��' �' ���r �� I II1 I -- — - I`' rC IiI -_ � __ I;• II I i v
J-BOLTS 3A� ��I /� "�
PRO ER IN I n�zo.z
33SF —-
-3
--—
I483S
15�
zo.o" .i
CITY STANDARD BIKE RACK DETAIL
Ii r I,• L - [EX. PARKING LOT
y� — -- - - HANDICAP SIGN WITH VAN
�1 I , LIGHT POLE ! :--' 4
N.T.S. i I �;' _ % ,' ACCESSIBLE PLAQUE, TYP
21.3 SIRIf
IMr
12 12 II �' b,�—' .r--- I 5 �I�` r✓<1 r .'� 1 I, I
I
� 11�• \\ � h� i ,I N I i r i
�-
t ,.d
I I
v
FIRE FLOW
PHASE 1 TO INCLUDED CONSTRUCTION OF 6,288 SF
0.
FIRE CELL LOCATED ON EAST END OF EXISTING
SHOPPING CENTER.
0
FIRE FLOW FOR 6,288 SF, TYPE LIB = 1,750 GPM.
BUILDING IS NOT SPRINKLED, THEREFORE REQUIRED
0 FIREFLOW = 1,750 GPNI FROM 1 EXISTING HYDRANT.
a
OWNER TO INSTALL KNOX BOX ON STRUCTURE PER
FIRE MARSHALL STANDARDS
0
M— M— AA— PA
CURB NOTES:
1. EXPANSION JOINTS: 60' MAX
SPACING AND AT ALL RADIUS
POINTS, PT'S, AND PC'S
2. CONTRACTION JOINTS, 10' MAX
SPACING
3. THESE ARE THE CITY MINIMUMS.
REFER TO GEOTECHNICAL REPORT
FOR PROJECT RECONIMENDATIONS
N.T.S. ` . yi-1: \\ I 0 30 60'
VICINITY MAP
PARKING ANALYSIS
Renovations to Post Oak Village Shopping Center
Parkine Island Square Fantaee Analysis: Islands Inratpd within nnupmant rPnnuntinn araa_
SCALE: N.T.S
A4 — AA -- M '— r�,r-- M — riP, — lih -- r":r', — A.h -- AA N,, — Ni — AA — M
II�
I
I
�iIo
►
��
Island
Description
IExistmg Slb
! SF .. :; .
Proposed'
. ,Sizes `
Aaaitiona)
Pro :, sF
Total SE
End Island
(SF
Interior
Island SF
Concept 3
SF :. •: ;
g Arna k
AAAAA
KSS
eoo�%Etic{
-
620
620
620
360
?_60
�gl
4 u
t
'- tenor ;-'
r
436
749
313
749
-
396
353
L
t4�3;,
; r ,n
r�lnferio /Endi
543
543
-
543
360
-
183
F", 11".1RI'M01.1ih{'Irler�r�j`End
356
524
168
524
360
-
164
232
1,182
950
1,182
180
-
1,002
';tiF,} 4
2281
976
7481
9761
180
796
,End/CorTce .tC3
1
-
PARKING
LOT.
LIGHT POLE
Keauired:
33,287 sf @ 1 Space / 250 sf---------------------------- 133
Proposed:
Regular Spaces -------------------------------------- 174
H/C Spaces (total 1-51-200)----------------------------- 6
Van Accessible (1 per 8)-------------------------------- 2
Total Spaces---------------------------------------------- 180
M— Ali-- M— ;`lt— M— Ni— Nt
1-0
I
1
�
F
I II
I
I'
I
I
, i
AAI
,80S I
51
SF�•
i
I
�
C,
I
I, -
PROPERTY OWNER/DEVELOPER
BERNSTEIN INVESTMENTS
1800 ST. JAMES PLACE, SUITE 300
HOUSTON, TEXAS 77056
(713) 961-0751 EXT 3
LEGAL DESCRIPTION:
LOT ' 1, BLOCK 1, WOODSTOCK
SECTION 1, COLLEGE STATION
BRAZOS COUNTY, TEXAS
Required: RENOVATIONS TO
Total Interior Parking----------------------------------- 33 POST OAK VILLAGE
33 @ 180sf per 15 interior spaces--------------------- 396 SHOPPING CENTER
Proposed:------------------------------------------------- 396
R.I FOR CITY SITE PLAN
Concept 3 Pa W=Ana,LVsh C A&I E
Required: (15 sf per parking space) _ J O N E S &CARTER, INC.
Total parking spaces----------------- -----------l�V = G i j J r ENGINEERS •PLANNERS •SURVEYOR S
208 spaces @ 15 sf per space------- - - - QO I Texas Board of Professional Engineers Registration No. F-439
Proposed:------------------------------ -
T � _E j A ION 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000
-----� - - --
'+ V SCALE: AS NOTED DGN. BY:
DATE: AS NOTED DWN. BY:
JOB NO. C0007-007 DWG. NO.
SUBMITTED: SURV. BY:
NOV ? nq OF TEXgs�1r
2011-09-28 ORIGINAL D�SfGN� I
2011-1QbZ SHEET 8PRED;.ADA.J;4
P�N X �" Q11� 1\gq ERV1nVE / STE.. E. DUNCAN o
83252
PLAT FILED: SHEET N0.
tl�Fs•
r
11 /07/2011 C 1 . 0
Planning File ony�
0
E
a
0
I
s
N
O
z
3
0
I
I
0
N
N
cl
IL
I
I
i
AL_
LESLIE'S ____ _ _ ___-
APOOLPDA
.
_=-�, POST OAK VILLAGE ACC SS
LADING--�________- - ----���—_ _ _ _:"
LOC TION
r _ _ _ _�
n n-, ��
L CATION ' ,►, u - I � !---------- ; a
_J �. - --_.._ I:.—_--------
tlAkVfY POAO - Q
OVEPAL-l••- 5/7T CLAN
I
I LINIE OF DUILDIN6 51T)EWALK
CIDr s
� c
�,/
EX15rIN6)DUILDING
GOLUI7N
I �
-�
51W GUT (fillOUr EXISr/NCB
- �, f
\
4"WID,ffWIl1rff I = . r ru�
5/DEWttLK
Ppovlof GONG, PAI'lP 1:12 5LOPE
„
4 -O /fir l r0 /2 SLOPS
EXlSrIN 4" 5/DL�N K >�D6�
OUPD I'/}l%P PhPK
#4 OOWfL5 12" OG LINE OF iffX 51C),fW l_K
lNiO �X, GONG, 51PEWAI K
�o
I
�XlSrlN6 5/D�W�fLK '� ��
�(1
Xl lN6 /15P /fLr PffKKI LOT
�4" ri7K GONG, FAMP EXPJ7"W/ 5fAL_1tNr
5P/iG� p 4 Cyr '
dLD6 AGG�55/D�
Z 5 UP
Q I;IZ
P lN6 W Pt}lNr PlP�S
_ _
— �— — rOOLfD 6POOVES Z"
";• ' ;. G•
I
O
a : ....:. a i1GK055 A'N7P
a s•
-`°., • LINE OP
X h5Ph/}Lr
a. ..: '•
EXP, J+r ff 51ff/ _/Wr
ADA AccE55 P'
:.. •i• • .:: Z
; -AN
w ��
P/lNr p/np
_ -
GON5rr/15r1NG WXP
#5 P. EINP 0 lZ OG LW
v�
#4 PEINI a TOP ? Dorr Z
8" NEW co
4'-O"
�lD� 1=L i� IrIZ SLOP
i
ro 01-06 W/fLL
yi
4
INSTALL NEW PAIR
b'-O" x 8'-04
LOADING DOORS IN
NEW SAWGUT
-
OPENING 6' 4" x
8'-2" MAS. OPENING
_I
REFER cl/A-301
FOR MEAD DETAIL
NEW CONCRETE -
SCREEN WALL
FINISH TO MATCH
EXISTING BUILDING
,
J
5,-O" I-O"
'•
NEW CONCRETE RAMP
LANDING FOR LOADING,
`
' gyp,: q
SLOPE UP 0 1:12
r
:a '
APPROXIMATELY 6" RISE.
Q
DOWEL INTO EXISTING
DRIVE PAVING WITH #3
'
BARS @ 2411 O.G. MINIMUM
p
SLAB REINFOREMENT #3
BARS a 161, O.C.E.W.
LARDINO
EXISTING
a
• NEW • :° .. •
_ • : a .
ASPHALT
_
CONCRETE'
•jjj''' • n. n'
v •'v
t�
TENANT LOAFING rOOCK fl -AN
AT G(JP O Pt�M
Nor ro 5c�c.� Nor ro 5c/�Le
5/I41 GUr FfP11 l 7"jff1' OP NDW P/V7P /lr Of/'70
5,000 P5/ GONG,
TrFOR
PLUANCE
NOV') 2 2011
C LLEGt 6 fATI N
ENGINEERING
REVIEWED FOR
cD"ONAPI14Nl
NOV 21 2011
DEVFLOPmENT SEM/lIva"'ES
PLAT FILED:
fk .
A2011-11-07 SHE ED• A
PATHWAY AND LOA
-:l
�Om���
rnZ
rnm?
zrn�rrnrn�m
Z
b� o
Foci ti
r�
r
zX
r K
0
z
eXISTINC1 SlDeV,/ALL
X
X_
�mrn
orb
n