HomeMy WebLinkAboutDrawingsGEO—CLOTH FILTER FENCING
' 18" HIGH
WOOD OR METAL STAKES
I
NEW WORK ( UNDISTURBED EARTH
6X6 TRENCH BACK FILLED
'•'' •'v .s OVER GEO—CLOTH FENCING
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DRAWINGS PAGE S-3
BW BARRIER W
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AND PAINTED SAME SELEI
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SCALE- DNS
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19072 SQ FT SITE
19072
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POINTS
.11 POINTS MIN REQ
-- 3bOP* rectVkreryNer*
STREETSCAPE
STREET TREES
WELLBORN ROAD — 146 FEET OF FRONTAGE / 25 - 6 TREES REQUIRED AND SIX PROVIDED
SOUTHLAND STREET — 116 FEET OF FRONTAGE / 32 = FOUR TREES REQUIRED AND FIVE PROVIDED
LANDSCAPE BUFFER
SIX CANOPY TREES 2" MINIMUM CALIPER + 42 FIVE GAL SHRUBS
BWv BARRIER WALL FACING RESIDENTIAL DISTRICT LANDSCAPE POINT CALCULATIONS
SCALE: DNS
�„GE �„C SYMBOL SIZE NAME & QUANITY POINT
'" "E"'"G TYPE VALUE
INTS
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FT=EE
SCALE- DNS
CE
GENERAL NOTE:
BARRICADES NUST BE IN PLACE PRIOR TO ANY ACTIVITY ON THE PROPERTY
INCLUDING, BUT NOT LIMITED T0, GRADING
GENERAL NOTE 3:
10071 COVERAGE OF GROUND COVER, DECORATIVE
PAVING, DECORATIVE ROCK ( NOT LOOSE ), OR A
PERENIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS,
SWALES AND DRAINAGE AREAS, THE PARKING LOT SET—
BACKS, RIGHTS—OF—WAYS, AND ADJACENT PROPERTY
DISTURBED DURING CONSTRUCTION —
LS LAN
SCALE- NONE
HIGATION SYSTEM:
A IANUALLY OPERATED IRRIGATION SYSTEM UTELIZING SOAKER HOSES HAS BEEN APPROVED BY THE
ASINISTRATOR — DOUBLE BACK FLOW DEVICES SHALL BE USED IN THIS SYSTEM AND INSTALLED PER
CIT ORDINANCE 2394
A BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINAMCE
23
OYNER RESPONSIBILITY
ALI APPROVED LANDSCAPING WILL BE MAINTAINED AND PRESERVED BY THE PROPERTY OWNER
APING DAT A
P AN
REWBU
J"O
�ODO�C
O O O
�OOC'
ST AUGUSTINE GRASS GROUNDCOVER
SODDING USED FOR AREAS NOT
OTHERWISE DESIGNATED
NOTE -
ADDITIONAL GROUNDCOVER SPECIES SUBJECT
TO CHANGE FOR SIMILAR SPECIES
EXISTING MATURE COMMON NAME: SIX 500
LIVE OAK
QUERCUS VIRGINIANA
(OR OTHER VARITY)
BARRICADED
2" CAL MINIMUM COMMON NAME: SIX
PECAN
CARYA ILLINOINENSIS
75
1 1/2" CAL B&B COMMON NAME: FOURTEEN 75
REDBUD
CERCIS CANADENSIS
-TEXENSIS"
5 GALLON COMMON NAME: THIRTY FOUR 10
CONTAINER PRIVIT HEDGE (BUFFER PATS DO NOT
3' O.C. 3' COUNT TOWARD POINTS)
MIN TALL LIGUSTRUM JAPONICUM
"TEXANUM"
PLANT PLUGSI BLUEBERRY MUFFIN ' ZERO
AJUGA REPTANS
PLANT PLUGS COMMON NAME:
GREEN SHEEN
JAPANESE SPURGE
PACHYSANDRA
TERMINALIS
(OR OTHER RECOMMENDED
SIMILAR SPECIES)
rA�f
ZERO ZERO ZERO
ZERO ZERO ZERO
4810 POINTS I^ Not
NOTE 1009 OF TREE POINTS IS ACUMULATED BY USE OF CANOPY TREES
REVISED 12 15 14
16X16 MASONRY REINF
PILASTER PER DTLS
ON S-3
FACE BRICK WALL FINI
19072 SQ FT SITE
19072
J
A-�570
POINTS
.11 POINTS MIN REQ
-- 3bOP* rectVkreryNer*
STREETSCAPE
STREET TREES
WELLBORN ROAD — 146 FEET OF FRONTAGE / 25 - 6 TREES REQUIRED AND SIX PROVIDED
SOUTHLAND STREET — 116 FEET OF FRONTAGE / 32 = FOUR TREES REQUIRED AND FIVE PROVIDED
LANDSCAPE BUFFER
SIX CANOPY TREES 2" MINIMUM CALIPER + 42 FIVE GAL SHRUBS
BWv BARRIER WALL FACING RESIDENTIAL DISTRICT LANDSCAPE POINT CALCULATIONS
SCALE: DNS
�„GE �„C SYMBOL SIZE NAME & QUANITY POINT
'" "E"'"G TYPE VALUE
INTS
ti
O
neIIIIIIIII!
FT=EE
SCALE- DNS
CE
GENERAL NOTE:
BARRICADES NUST BE IN PLACE PRIOR TO ANY ACTIVITY ON THE PROPERTY
INCLUDING, BUT NOT LIMITED T0, GRADING
GENERAL NOTE 3:
10071 COVERAGE OF GROUND COVER, DECORATIVE
PAVING, DECORATIVE ROCK ( NOT LOOSE ), OR A
PERENIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS,
SWALES AND DRAINAGE AREAS, THE PARKING LOT SET—
BACKS, RIGHTS—OF—WAYS, AND ADJACENT PROPERTY
DISTURBED DURING CONSTRUCTION —
LS LAN
SCALE- NONE
HIGATION SYSTEM:
A IANUALLY OPERATED IRRIGATION SYSTEM UTELIZING SOAKER HOSES HAS BEEN APPROVED BY THE
ASINISTRATOR — DOUBLE BACK FLOW DEVICES SHALL BE USED IN THIS SYSTEM AND INSTALLED PER
CIT ORDINANCE 2394
A BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINAMCE
23
OYNER RESPONSIBILITY
ALI APPROVED LANDSCAPING WILL BE MAINTAINED AND PRESERVED BY THE PROPERTY OWNER
APING DAT A
P AN
REWBU
J"O
�ODO�C
O O O
�OOC'
ST AUGUSTINE GRASS GROUNDCOVER
SODDING USED FOR AREAS NOT
OTHERWISE DESIGNATED
NOTE -
ADDITIONAL GROUNDCOVER SPECIES SUBJECT
TO CHANGE FOR SIMILAR SPECIES
EXISTING MATURE COMMON NAME: SIX 500
LIVE OAK
QUERCUS VIRGINIANA
(OR OTHER VARITY)
BARRICADED
2" CAL MINIMUM COMMON NAME: SIX
PECAN
CARYA ILLINOINENSIS
75
1 1/2" CAL B&B COMMON NAME: FOURTEEN 75
REDBUD
CERCIS CANADENSIS
-TEXENSIS"
5 GALLON COMMON NAME: THIRTY FOUR 10
CONTAINER PRIVIT HEDGE (BUFFER PATS DO NOT
3' O.C. 3' COUNT TOWARD POINTS)
MIN TALL LIGUSTRUM JAPONICUM
"TEXANUM"
PLANT PLUGSI BLUEBERRY MUFFIN ' ZERO
AJUGA REPTANS
PLANT PLUGS COMMON NAME:
GREEN SHEEN
JAPANESE SPURGE
PACHYSANDRA
TERMINALIS
(OR OTHER RECOMMENDED
SIMILAR SPECIES)
rA�f
ZERO ZERO ZERO
ZERO ZERO ZERO
4810 POINTS I^ Not
NOTE 1009 OF TREE POINTS IS ACUMULATED BY USE OF CANOPY TREES
REVISED 12 15 14
MAPLE \
CANOPIES \
\ 202'
8' MASONRY WALL
DRAINAGE SWALE- %
\6- CMU/BNCK WALL \ 10' O.C. 4- VIVAIN 1 XI N GROUT PILASTERS AT BRICK ON RESIDENTIAL SIDE ( WOOD OR METAL STAKES 10' O.C. ON 12/4 DRILLED FTGS AT LOP CMU TO MATCH BUILDING
O.C. - 12X24 GRADE BM WITH 4-/5 ON PARKING SIDE
RENF SET 24 IN UNDISTURBED EARTH - /
\ \ I RDNF MATH /50 VERT O 1Y O.C. -
NEW WORK UNDISTURBED EARTH BOND BM WITH 2-#B O TOP - PROVIDE i
\ CONTROL JOINTS O 20' O.C. - FOOTINGS / PUE)
70 MIN 10' DEPTH WITH TOP STEEL
8X8 TRENCH BACK FILLED GENERAL NOTE 1: �R PROJECPE
TING
Ale - USE 12/24 FOOTINGS / 1�rAN SCOPE
\ \ L:: ,. �.. OVER GEO-CLOTH FENCING ALL NEW PLANTINGS MUST BE IRRIGA _
/
NOTE:
EXTERIOR BUILDING AND SITE UGHING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT
ORDINANCE - THE UGIT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY
PROJECT UGIT HORIZONTALLY - FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJEC70 CONE OF
LIGHT DOES NOT CROSS ANY PROPERTY UNE
U MASO M
WALL
GENERAL NOTE 2:
BARRICADES MUST BE IN PLACE PRIOR TO ANY ACTIVITIES ON THE PROPERTY INCLUDING,
BUT NOT LIMITED TO, GRADING
NEW PO POLE TO INSTALLED BY
_
VERIFY G NEW TioN u ES 70 BE CHOSEN
13 / LANND
DSCAPED �\
RY WALL E SOD GROUND COVER 180 SF
SI�l 13
\ � MASONRY SET' 2' OFF s4? � � � 62
\
SILT FENCE
O�� PROPERTY LINE / / 12 GROUNDPC01
` SCALE: DNS
SILT FENCE: it pE APPROXIMATE LOCATION OF
INSTALL SILT FENCE / POWER POLE - REM D 10
\ ON PROPERTY UNE / / OVERHEAD L
9
`
DRAINAGE SWAM
(PUE) ` 7
Hff CIP MV.MAIM �,� 1 LANDSCAP UFFE 6
IRENCN DRAIN �'
- 5
WANT
a�
AT IW EXOS7NOSAMS'IREEI ` p�I 3 i dF
cm C 2 �G IRRIGATION SYSTEM:
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VED BY 7HE
DRAIN 1 / �ASMINISTRAIOR - DOUBLEA MANUALLY OPERATED FLOW DEVICES SHALL BE USED NTION SYSTEM UTELIIZING SOAKER �THIS HAS BEENSYSTEM AND INSTILLED PER
REMOVED UGi75 ON PUE
REVISED DRIVEWAY TO 25' CURB RADIUS
\= CMU N07E REMOVED
ADDED SIX MAGNOLIAS AT PUE AND YEW
BUFFERS AT PUE
CONCRETE BULKHEAD TO
24' BELOW EXIST GRADE o�-+
24' OW OWALL Y
Mob
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SLOPE SWALE AT 0.10% SLOPE
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STARTING AT LOW POINT AT
OMOMMM (SM MAL WU M.11)
CURB
2. Ku OAIDmt PRC7EJ<:110N SHALL K
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1pe G D ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINAMCE v O�
g ST�7 SF I.S. / 2394
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cutB `�. � A• SPHERICAL CONCRETE GENERAL NOTE 3:
RAID 1009 COVERAGE OF GROUND COVER. DECORATIVE
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PARKING
INSTALL SI FENCE \ PERENIAL GRASS IS REQUIRED IN PANG LOT ISLAND O O
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ON
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ALLY ONLY HAND DIGGING
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DEDII CITY
FIRE HYDTINT
LS LAND
SCALE: 1" : 10'
A P I N G
2 BIKE
RACKS
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0
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:• I �+
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---"— SILT FENCE:
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NOTE: ON EASEMENT LINE
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/ - WALK OAAlt wT SAID wTN E7�AN9O1N JOMfl'li A7,T� _Ln
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cutB `�. � A• SPHERICAL CONCRETE GENERAL NOTE 3:
RAID 1009 COVERAGE OF GROUND COVER. DECORATIVE
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PARKING
INSTALL SI FENCE \ PERENIAL GRASS IS REQUIRED IN PANG LOT ISLAND O O
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ON
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FIRE HYDTINT
LS LAND
SCALE: 1" : 10'
A P I N G
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0
00
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CATED Cl EASEMENT ► DEDICATED CITY T
:• I �+
1 W — LAWN LAWN CV O
V� SOD WI7H CARPET GRASS SOD WITH CARPET GRASS SOD WITH
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---"— SILT FENCE:
OUSTING
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NOTE: ON EASEMENT LINE
AROUND TREES AT THE DRIP-
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LANDSCA\\ P\ G� _ Trom ORM o _ NQS�19PJ�G— - - Q)o�IER Allow ONLY HAND a c _
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/ - WALK OAAlt wT SAID wTN E7�AN9O1N JOMfl'li A7,T� _Ln
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PUBLIC AC S EASE T
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COLLEGE STATION TEXAS
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ADDITION FM THE AMERICAN STANDARD FOR NURSERYSTOCK AS PUBLISHED BY THE AMERICAN ASSC1gATIOIN OF NURSERYMEN
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LA G NOTE:
COLLEGE STATION TEXAS
ALL LANDSCAPE MATERIALS MUST BE IN INSTALLED IN ACCORDANCE WITH THE CURRENT PLANTING PROCEEDURES ESTABLISHED BY THE MOST REC
ADDITION FM THE AMERICAN STANDARD FOR NURSERYSTOCK AS PUBLISHED BY THE AMERICAN ASSC1gATIOIN OF NURSERYMEN
EXISTING TREE LOCA71ONS
NOTE: ALLOW ONLY
GAS AND WATER METER AND
ANTS MUST BE IN ACCORDANCE WITH COLLEGE STA71ON PLANT UST OR BE APPROPRIATE WITH USDA HARDINESS ZONE 8
��1 SURVEY — FIELD
LINE INSTALLATION
WITHIN THE BARRICADED AREAS
10 b#MS&#PNB SMI Pf
'
BARRICADE PR07ECT DOSTING TREES - 8 MATURE OAKS ( STREET TREES ) CALIPER OVER 8' - 8 X 500 POINTS EACH - 30
POINTS
aM D, ffi�l REQUIRED—
OWNER RESPONSIBILITY
ALL APPROVED LANDSOAPNG WILL BE MAINTAINED AND PRESERVED BY THE PROPERTY OWNER
REVIEWED AOR
COMPLIANCE •
MAR 12 2015
COLLEGE ST ION '
DEVELOPMENT RVICES
PLAT PILED:
1.Q
1. MW FL'JiCE SHALL. N IWAUM
NKM 1m PEARE7= OF ALL DMTJ ED
MEAS ALO YWAM FOR CM11 1 OF
cows lNSmi (SEE DErAL SHEET M.1)
Z KEF BAiSiEB FWIECIION SHALL W
NSULLED ArAt= ALL P110 Cm NLEM
AND MANTAM FDR 11EE CM7101 OF.
00lIS71Ia!lCR011. (OE DEAL am D1.1)
3. AT ALL DRAINAGE OUTFALLS
ACROSS PROPERTY LINES USE
STRAW FILIER MATERIAL TO
FILTER RUNOFF WATER
4, INSTALL FILTER FENCE AT
ALL PROPERTY LINES AND AT
PUBLIC EASEMENT ALONG
SOUTHLAND ROAD
ENG SCALE 1" - IW
REVISED 12 15 14
H
0
x
��
¢a
m
PAVED WALKWAY
\
RACK
PAVED WALKWAY
�7
PAVED WALKWAY
PAVED WALKWAY
3P PLAN VIEW OF BIKE
SCALE: NO SCALE
NOTE:
TYPE G EXPANSION JOINTS IN CURB AND GUTTER
SHALL BE SPACED AT MAXIMUM DISTANCE OF
60' APART AND AT ALL RADIUS POINTS, P.T 'S AND
P.C. 'S. TYPE B CONSTRUCTION JOINTS IN CURB AND
GUTTER SHALL BE SPACED AT MAXIMUM DISTANCE
OF 10' APART
LEGEND
0 3/4” X 18" SMOOTH BARS
o #4 0 REINF BARS
15"
/4" RAD
in
#4 --®- _ l
�- N
1
3» Ii
4»�1 L4»
P C TA)ffiCs
SCALE: 1 1 /2"=1
la 1 off
PAVED WALKWAY
RACK
SEE DTL SP BELOW
#40 O 15" O.C. O CENTER OF SU
- TYPICAL EXPANSION JOINT -
SEE PAGE S-3 - DTLS X & Y
--------° -- -'
"•• ..
t 2 CLEAN SAND -CUSHION.: c..�: ; : a.'•^
TP THICKENE[
NOTE:
ALL PAVING MIN 300 PSI CONC WATER CURED PER SPECIFICATIONS
- NO CURING COMPOUND ALLOWED -
#4 O 15" O.C. O CENTER OF SLAB
=-----=------------— — — — — — — — — —
��1-- =� : r; i•1�:''�„ 4 . '�{_a'La. +� �Y+_� tip: ti_ :ti.7 f�I
CA; CALM
S P ANDJARE
SCALE: 1 1/2"=l' -O"
BR BIKE RACK
SCALE: NO SCALE
CUT 8" SPLIT FACED LINTEL BLOCK
TO FORM CAVITY FOR BOND BEAM
SPLIT FACED CMU TO MATCH THAT t
BUILDING WALLS WITH SAME FINISH
BRICK FACING ON ADJACENT PROPER
SIDE - BRICK TO BE SELECTED BY
PROPERTY OWNER
NOTE:
SEE DETAIL
FOR TYPICAI
AND REINF
BEAM
NOTE:
INSTALL FOOTING DOWN
TO A MINIMUM OF 2' OF
UNDISTURBED SOIL
BOTH SIDES) - INCREASE
FOOTING DEPTH AS REQUIRED z
TO DO SO
ADDED REINFORCEMENT - -
#50 HAIRPINS
NO 6 0 PLINTH STEEL -
SEE PLAN DETAIL
2-N0. 60 CONT. AT TOP -
TYPICAL
HARD MACHINE STEEL TROWEL
CONCRETE SURFACE - WATER
CURE
i
I
i
32
—_ __—n
6 MIL POLY VISQUEEN WITH
TAPED JOINTS - TYPICAL
ALL SLABS II
COMPACT BANK SAND FILL N `V
TYPICAL GRADE BEAM REINF.
ADDED REI II i I II
NFORCEMENT -
#50 VERTICAL AS SHOWN
i
2" »
ADDED REINFORCEMENT - TYP G ADE PILASTER
#50 HAIRPINS BEAM WIDTH
SEC110N, —REINF • PILAS
SCALE: 3/4"=1'10"
i
2�»
1» 18 �»
8 8
1 » 5,,_-_-8f, 756„ 1 „
i
I
OUTSIDE OF MASONRY--
ADDED
ASONRY ADDED REINFORCEMENT – �II II �' II II� —
#50 HAIRPINS TOP AND I II II II
BOTTOM 11 11
=-J L=:3==. -J L
Z 7 1/2" MASONRY LEDGE
r}i
F -I i
W I
a�
a0LAN I 12 NF O PILASTER
' SCALE: 3/4"=1'�0"
#60 CONT AT TOP WITH
CORNER BARS AT CORNERS ,
AND PILASTERS AT ENDS - I
INSTALL IN LINTEL BLOCK
FILLED WITH STRUCT CONC ,
GROUT
#60 VERTICAL O 16"
O.C. IN CAVITY FILLED WITH
CONCRETE GROUT - HOOK
AT TOP - ALTERNATE SIDES
WITH VERTICAL BARS AND HOOKS
WITH EACH BAR I
8" SPLIT FACED CMU FINISHED
TO MATCH THAT ON BUILDING
NON-FERROUS METAL TRUSS
MASONRY REINFORCING AT
EVERY MASONRY COURSE
16X16" REINF PILASTER
SEE TYPICAL GRADE BEAM
REINFORCEMENT NOTES PAGE S-2
WIDEN BEAM TO 16" AT PILASTERS
8:1, 0
B BARRIER
l
2-N0. 60 CONT. AT BOTTOM
TYPICAL
MINIMUM 12/36 DRILLED
UNDERREAMED FTG MIN
OF 9' DEEP
#60 VERTICAL BARS
WITH HOOKED TOP ENDS
SET IN STRUCTURAL GROUT
FILLED VERTICAL CELLS -
4 THUS AT CORNERS AND
AT END PILASTERS -
SAME AT 16" O.C. IN WALLS
- ALTERNATE BLOCK DIRECTION
IN PILASTERS - CONT TOP
OF WALL BOND BEAM THRU
PILASTERS
PI VERTICAL
SCALE: 3/4"=1'-0"
NOTE:
THIS PAGE HAS BEEN ADDED TO THE SET
REVISED 12 15 14
LA2-112
LA5-CYAN
LA9-30
LA15-10
LA16-211
LA19-30
LA20-200
-LA22-252
,LA26-220
LA30-200
SCALE:
SCALE: 1
NOTE:
SEE DETAIL 05—S2
FOR TYPICAL NOTES
AND REINF
VARIES
1.5" TO 4"
I
ODDum
i1Cii'
SCALE: 3/4"=1'-0"
SEE SITE
\tip
ELEVA11ONS AND DETAILS
#60 CONT AT TOP WITH
CORNER BARS AT CORNERS
AND PILASTERS AT ENDS -
INSTALL IN LINTEL BLOCK
FILLED WITH STRUCT CONC
GROUT
#60 VERTICAL O 16"
O.C. IN CELLS FILLED WITH
CONCRETE GROUT - HOOK
AT TOP
8" SPLIT FACED CMU FINISHED
TO MATCH THAT ON BUILDING
NON-FERROUS METAL TRUSS
MASONRY REINFORCING AT
EVERY MASONRY COURSE
ADD 24" BENT #30 AT
16" O.C. WITH #60 CONT
AT TOP
SEE TYPICAL GRADE3 BEAM
REINFORCEMENT PAGE S-2
RUB CONC SMOOTH AND PAINT
TO MATCH WALL ABOVE
COMPACT BANK SAND FILL
THOROUGHLY WET SAND
PRIOR TO PLACEMENT OF
CONCRETE
101
l'-2-"
1' '-2
I
C
Lol
6'-il'
�o , ,9
I
'-7� '-6' _6•
I I �
I
14'-32' I 14'-2'
14'-2'
I I I
PILASTERS I P STERS I PILASTERS
- SEE DTL 6-A6 - SEE DTL 6-A6 I - SEE DTL 6-A6
PLUS 11-S3 AND PUS 11 S3 AND PLUS 11-S3 AND
12-S3 I 1 _ I _
PILASTERS 11 S3 I 12-S3 i I 06 S2 �
- SEE DTL 6-A6 I 1 ( S.O.H. I PILASTERS
PLUS 11-S3 AND ( I - SEE DTL 6-
_ I I A6
06 S2 I 07—S2 N
12- 12/36 i 12 I ' _A(u 12 36 7- 2 I ?n06 -S2 PLUS 11-S3 AND
12 36 \7 1/2" MA ONRY LEDGE 1 36 / �\ '" 7 /2" M SONRY 12/36 �o�� 12/36 12-S3
LLJ/ - -�- ----- --- -------------- _ - - - ---- o ----� -- -- - --
NOTE: \�\ N=N _ _ _�___ _ --yl i - - -
THESE SIDEWALL PILASTERS �S. �� ¢ ~ i ~ k % N -! --� ~ OTE:
WILL BE LOCATED BY THE i / ► S.
��� m i `` ,~ 1 `` i 1 THESE SIDEWALL PILASTERS
\!_ I / i i WILL BE LOCATED BY THE
DESIGN OF THE METAL BLDG 1 I DESIGN OF THE METAL BLDG
i MFGR AS DETERMINED BY 1 I I I I I
THEIR CONCEALED ROOF I ( I I MFGR AS DETERMINED BY
GUTTER DESIGN AS TOTHEIR I I I ( I I THEIR CONCEALED ROOF
DOWNSPOUT LOCATION 11 I I I I i GUTTER DESIGN AS TO
DOWNSPOUT LOCATION
+ I- FUTURE PARTITION WALL Ah D
_ _ _ - - ANCHOR BOLTS
I I
7
12/36 , AT TYPICAL480 O.C.
-KU � , os-s2I i►fii—� I I I�—� I i t
I 7 --�
jT I I I T I FUR I PARTITION WALL AT TOILETS `\ I /12/36
m —I *I_ - fi _I_ -j - I- -I- -j - AN D
W�iOP OFF AREA j
1 �\ 12/24 I _1 I I
FU R1= i 1 NG BLEJS —I— -I - (- -I-
? Z'' 12/36 1,-2r I I Il - L I I I- I-
oo I lk �-1'-0 j• 02- i_ 1 _ I I I_ I_ I_ I_ I o�S 1 NOTE: 71
o o ( - + �1 I EXACT LOCATIONS AND IMENSIONS
OEM ( I 1 I I 1 1 101 ( S2 I- I _ 1 _I ( I ( OF THESE TROUGHS AR TO BE
COORDINATED WITH DIM SIONS / _
no o 0 1�-2r /24 I ( AL 1 1 2 1 I TO BE PROVIDED BYE EQUIPMENT
j-- - - -
I i ��OUTSIDE FACE OF DOORS _ _ - )� l - - �� - - _ -
I I i - ----- --� ��.- ---------------- --_-----� � --- -- SUPPLIER------ ----- \ I 12/36
IL
�__________ _
10
__- _ _ �� - -
/------------------
-- T— T— T ��-- -- -- O
\ _ REI IEA Y IAT CENTER O.C. � �
1236 1 1224 I 1 I '
/ / in
KU
05-S21 DETAIL 01 S2 i ; 1 ( I 1 > I I I 71
• 1
I I 11 i # I j I I I ° I
i 1 1 1 RIGID I ,� \
FRAMEI A
RIGID AME AT ROOF \ 1 12 36
1°
3-S210
( i i °� 2 I 1 1 I 63-71- I / 1 i 7 1/2" MASONRY LEDGE o
1 I Ir
6 -11 I
I I I I I .--� I
1z' 19'-8' I I / ( 1 9' 18
Lo 1 I 1_0_110
r l I I I 1 I —
7
i /M II1 1 I 1 1 I
12/36 W
F� I/ W t
12/24i52/24 I$ I I I J ( 2/24 `\.�_I oXe 12/36
M -- 3 J 1 ---moi ��--- 1--- 1---- ---- _J -I 02-s
_1 _J_ I
05-S2 I I" / - - - - - - / 1-- - _ __� _ TSIDE FACE OF DOORS j
1" 1 i------------------------- - / - - - --- - ---- ��i�------- -IKu
I1 02�i� 0'
I
06-52 07—S2 I i I '-------
j SIMILAR SIMILAR j �l /36 12/36 7 - I
1236 SI ILAR -J-71
2 24 ,
/ I NVERTED /.10 / lye /�� \ 00, 12 36 I INVERTED
--- or=-- -AD --- 4+—o
6 - ---------w-----
7 1/2 MASONRY \ .0,/N N \ .� \� .-i��� --� \�_,,,� 12 36 � 12 36
,r �r
��
w cq
o''" � qTC O.C. � c � o � I � I
m § TypilbAL
I
I (
(
SUGGEST HOLDING GRADE BEAM TOP '
I1 I 1 DOWN LOW AN PLACING SIDEWALK
OVER TO OF 1
I I
(
I
I I
I
7'
i' 10'-5 (� 10'-8'1- • r ,
18'-7' j 1
9' 5 -15
�_g'-11'
0'-3' '-5' 10'-3'
#60 VERTICAL BARS 56' -ll'
WITH HOOKED TOP ENDS
SET IN STRUCTURAL GROUT
FILLED VERTICAL CELLS -
4 THUS AT CORNERS AND
AT END PILASTERS -
SAME AT 16" O.C. IN WALLS
P't-r\
O
9
VER
MAL
TYPICAL TYPIC60 CONT. AT BOTTOM SCALE: 3/4"=1'-0"
F 0 U N
SCALE: 1 /4" = 1'-0"
T I O N�P L A N
see v,-,-xnxd% nc Sei--
ecx-- GqprDv,ed S^&e_
REVISED 12 15 14
H
0
U
O p�
u
� N
w 00
'
o
�
�O
MAPLE
CANOPIES
REMOVED Uf
REVISED DR
IHTS ON PUE
JEWRY TO 25' CURB RADIUS
NOTE
EXTERIOR BUILDING AND SITE UGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT
ORDINANCE - THE UGIT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY
PROJECT LIGHT HORIZONTALLY - FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF
UGIT DOES NOT CROSS ANY PROPERTY UNE
INSTALL NEW WATER METER IN THE PUE ON THE SOUTH SIDE OF THE MASONRY WALL
ON THE ADJACENT LOT AND AS CLOSE TO THE PROPERTY BOUNDARY AS POSSIBLE
A SINGLE WATER METER IS NOW SHOWN IN UTIUTY EASEMENT SOUTH OF EXISTING
MASONRY WALL AS PER MY INSTRUCTIONS BY THE GENERAL CONTRACTOR -
\ WALL
Mm
r ON
W MASONRY WALL
15' LANDSCAPE EASEMENT PPOWER CONNECTION PONT
N Ks lm X 331,r/
C111111110 N NOTES REMOVED
ISLAND
193.25 SF
MASONRY SET 2. OFF ,Irr ON 13
PROPERTY UNE 12
1 O (
NEW 8' MASONRY WALL 10
�s
9
H.B. WITH VAC
(-BRKR IN BOX
IN GROUND 7 ` •��
15' LANDSCAPE EASEMENT 6
NEW UNDERGROUND ELECTRICAL
5 SERVICE UNE
3
\ 00000 2
GE 00000
DOWN
NASTREET
LANDSCAPED `
ISLAND
\ L 195.7 SF \
NOTE
TOP OF UGHT CANNOT BE HIGHER O CURB `
THAN TOP OF BUILDING WALL `, WHICH IS 18'-5' - INSTALL Fj
AVAILABLE SQUARE POLE ON WATER SUPPLY LINE70P OF O
\ OF HHEIGHT�TDDle 0 BRING LIGHT TO O PARS. A. 111.110IN EASEMENT
\ 18'-8• - USE 18/38 DRILLED �
CONCRETE FTG 9 DEEP OfiMl;
� O CURB WH • .��
LIGHT / / �\ row
\ IAH um
"LS" / / / \ Cw
LANDSCAPED
ISLANID
/ 185 SQ FT
G 1 / / \ / / j FIND EXIS IPPCITY
H WATER SUPPLL Y LINE
/ IN EASEMENT'
\ HMIIAAIP / / / / ��� T Sf �� 4a, �IlY Slit
16 PARKING / / p� $
INSTALL OX
15 e� e N vAa CITY FIRM QUI ENTS
14
D \ \► ; ��
D FT / walisIk \ \ TNNNT LAY
'o- Cw
CONC WALK
• SA I \ \ \ \ \ \ \ 6 ,8• \ y, ` `
go= lis it
T li�-VAN
,�8k• LEVEL CONC WALK 11SA1 \ i�/ top �'�
sopavowao
OA LEVEL \ ._ 1/T CMI • 'HJL N VAC ` ovoo'�4'
s' 8AN
SITE LIGHTING FIXTURES
"SA"
SMALL AREA LK*M
BOCK UGHING 902 ISLAM LIGHT - SMALL POST U014T ON
3. 0 8' POST - 100W MAX - PH: 888 282 5740
LAMP OPTIONS:
1) TRY SYLVANIA 29481 4OW 2700K 15OW EQ FOR FIT
2) R-40 11W CFL - 4OW 27OCK
"LS"
LARGE SITE LIGHTING:
SPAULDING - CIMARRON SERIES
AT 1W' MOUNTING HEIGHT - METAL HALIDE Mt -1 LAMP - 40OW
BLACK FINISH - MOUNTING HT IS FROM FINISHED GRADE Ale 4•
BELOW TOP OF BUILDING WALL
CONTACT KIRKE KIDNEY — 512 323 0777 FOR FD(iURE(S)
RAMP CONC W
/ N sm a "SA -�lo % DEDICATED CITY EASEMENT
� Ila w1H
` tt ' �i S. Xr Gp`S LA CIM N
SANITARY SEWER SA LAWN ' � � as N �M
TOLE -SEE ATTACHED �� �� �( i/�' � �}
O&S2 00001E DETAIL • N dt01A0 3/4' or moi''
tDOST d' SAN
FIRE HYDRANT
GAS LAWN
dlP .00 dop MAW,
0.DOW CITY ENT
,,, -''' �; � LANDSCAPING 7%%%%uNr 1�w r �
NOTE MODIFIED Z `tea GAs /C NDSCAPI G LANDSCAPING
_
\ 'PQ g 31,rEXISTING
� WALK
PUBLIC. AC ESS EASEMENT
CITY SA TAY TILE R / LANDSCAPING
�� SANITARY �r�N � � �l \ ANDSCAPIhI�G " °NO"�' LAND$�APING \ %
ESTABLISHED ON SITE PROTECT EXIS11NO OAK TREES \ PROTEd EXISTING /OAK TREES / PROTECT EXISTING OAK TREES
EXISTING EXISTING I EXISTING I ' EXLSTING ' EXISTING ' EXKSTING
TREE TREE TREE TRETE
DEDI TED CITY EASEMENT _ �� _ �• _ • - �-1--�- - - -� - -0- -
\ NOTE FIELD VERIFY EXACT L110NS OF E>aSTiNG OAK TREES \' 1
Inn s tjAjj l• CIMC Iml PONT CONIr� t \ /
\ _ 1\2R WELLB�
COLLEGE -STATION T
NOTES: REVISED 1 22 15
IN THIS DRAWING, THE FOLLOWING CHANGES HAVE BEEN MADE
1 PARKING LIGHT FIXTURE HAS BEEN CHANGED FOR BETTER EFFICIENCY
2 SANITARY SEWER MANHOLE HAS BEEN SHOWN PER MY INSTRUCTIONS BY G.C.
3 ADDENDUM IS ATTACHED ON 8 1/2 X 11 PAGES (ADDENDUM #1) SHOWING
MANHOLE DETAIL (MH). AND COLLEGE STATION B/C UNIFIED STANDARD DETAILS
NO 53-00 AND S4-02 ARE HERESY ATTACHED TO THIS PAGE
4) A SINGLE WATER METER IS NOW SHOWN IN UMUTY EASEMENT SOUTH OF EXiS TNG
MASONRY WAIL AS PER MY INSTRUCTIONS BY THE GENERAL CONTRACTOR -
ASSUMED WATER DEMAND = SEWER DEMAND
5) PURSUANT TO ITEM % WATER LINE SIZES HAVE BEEN ADJUSTED TO REFLECT THE
THE REQUIREMENTS OF THE NEWLY ROUTED WATER FLOWS
SU U T I 0'L I T I E S.M E P S
REVISED 1 27 15
NOTES:
IN THIS DRAWING, THE FOLLOWING CHANGES HAVE BEEN MADE:
1) POWER POLE IN UTILITY EASEMENT SOUTH OF EXISTING MASONRY WALL HAS
BEEN REMOVED FROM DRAWING
2) MANHOLE DETAILS SI -00 AND S2-00 ARE HEREBY ATTACHED AND MADE
A PART OF THIS DRAWING
IRRIGATION SYSTEM:
PERMISSION HAS BEEN GRANTED TO USE SOAKER HOSES FROM HOSE BIBS (OR VALVES) LOCATED IN PLASTIC BOXES
LOCATED IN GROUND - SUCH SYSTEM SHALL BE PROTECTED WITH DOUBLE BACKFLOW PREVENTERS INSTALLED IN A
MANNER TO BE APPROVED BY CITY - SEE PIPING AND LOCATIONS AS SHOWN THIS PAGE
NOTE:
MECHANICAL EQUIPMENT ON THE ROOF SHAW. BE SCREENED BY THE BUILDING PARAPETS - ALL ROOF AND GROUND MOUNTED
EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS TO NOT BE VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR
RES SIAL DISTRICT WITHIN 150' OF THE IAT AS MEASURED AT 5' ABOVE GRADE -ANY SUCH EQUIPMENT FOUND TO
NOT COMPLY WILL BE REMOVED AND REPLACED AT NO COST TD THE OWNER - SCREENING SHALL BE COORDINATED WITH
BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE
WATER / SEWER DEMAND
BUILDING WATER DEMAND: 133 GPM
IRRIGATION DEMAND: 90 GPM
r WATER METER REQUIRED
ENG SCALE 1 - I Cr
REVISED 12 15 14
REVISED 1 22 15
REVISED 1 27 15
z
c
p
�
N
M
w
OQ
'
o �
�
W
Z
O
N \ NOTE
S HANDICAP L \ EXTERIOR BUILDING AND 97E LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENTS ( ORDINANCE - THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY
PARKING m GENERAL NOTE — MECHANICAL EQUIPMENT SCREENING
SYMBOL ( ALL ROOF AND GROUND MOUNTED EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATEDLIGHTDOESDOES T CROSS / NY PROPERTY LINE
T12"
BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF
< FROM VIEW SO AS 70 NOT BE VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR RESIDENTIAL ido8' C c. WITH
CIC WALL WITH E! X16 PILASTERS AT
1 ( DISTRICT FROM WITHIN 150 FEET OF THE SUBJECT LOT AS MEASURED FROM A POINT FIVE 10. O.C. ON 124 DRILLED NFTGs AF IN � 0'T O / wA80�� �NTE 2
FEET ABOVE GRADE - SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING /-- _
• m ARCHITECTURE AND SCALE 1T) MAINTAIN A UNIFIED APPEARANCE O.C. - 12X24 GRADE BM WITH 4-/6 BRICK ON RESIDENTIAL SDE / \ H71N FIXTURES �.AD�DED�.ISLAN
2 X 12 X 1/4 REINF SET 24 IN UNDISTURBED EARTH /
ST L TUBE RONF WITH /50 VERT O 12` O.C. - CMU 70 MATCH BUILDING /
BOND BM WITH 2-f8 O TOP - PROVIDE ON PARKING SIDE /
PAINT MEDIUM CONTROL JOINTS O 20' O.C. - FOOTINGS /
k� CHARCOAL - TO MIN 10' DEPTH WITH TOP STEEL. 8 RY WALL / SITE LIGHTING FIXTURES
FILL POST WITH PROJECTING 48' - USE 12/24 F007INGS / / \
CONCRETE < - DETAIL BW -S3 / ! „ SA„ 5 ��
/ NEW POWER 70 INSTALLED BY SMALL AREA LIGHTS:
LANDSCAPE BUFFER (PUE) COLLEGE srA 71ES DISTRICT - SOCK UGH7INO 902 ISLAND UGIT - SMALL POST LIGHT ON
APPROMATE LOCATION OF DOSTINSET POST IN POWER�POLE - REMOVE POLE AND G / / \ \\ BY UTILITIES VERIFY NEW TO BE CHOSEN LAMP 8OPTIONS: 100W MAX - PH: 888 282 5740 meek
CONCRETE
Mo ( OVERHEAD UNE I DSCAPED \ 1) TRY SYLVANIA 29481 4OW 27OOK 150W EQ FOR FIT
a 4, /
NO
> / / 193.Q5 SF \ 1Z. OW DRAM WE WM 2) R-40 11W CFI. - 4OW 2700K
> L MASONRY SET Y OFF �k1 �/ / / 13 1 O PUE\\ TOP rafts 9u� • f'LS”
L SILT FENCE: PROPERTY UNE / ' / 12 \ " TEA oo LS ITE _
INSTALL SILT FENCE / 6 SLOPE SWALE AT 0610111 SLOPE ANG CUS-A-82W(32WY) 3K-SWBL - C8111RRON SERIES
ON PROPERTY UNE / / STAMM AT LAW Pair AT
>HCHANDL AP SIFINISHGN '�,rY WALL / / 11 \ \ alRe AT 2 MOUNTING HEIGHT - 3000K COLOR - '78W
'�'SCALE: N.T.S. 10 / / , \ CONTACT KI KONEY - 512 323 0777 FOR FIXTURE(S)
� HC SIGNS ARE TO BE BID AS A PART OF THE
GENERAL CONTRACT FOR THE BUILDING i / / 8 / Isr \ \ SACIQFBJ. AIN SMAPE 10 ORABI
PROVIDE ONE SUCH SIGN AT EACH 1' / / o / \, \F o'I>�3
HANDICAP17 PARKING LOADING ZONE �. i- r , / 1 SLA N D S C AP E—B U FFE ( PUE ) /yEce►� \ 1. DWAUED
FLI �VA K
ALL ll�AE'AE AND YA AM FOR MM710N OF
/ 5 C011671M1CIIOR (SM OETAL OW Dt t)
X16 9" / / \ 24 BELOW EXIST GRADCONCRETE BULKHEAD E Z MW QAIIIER PAWLLI 110N INLL a
MOR OP OIAMOtO PLA1E \ 4 / �. + \ \ � HIGH OW WALT. Aro MANiTA11D FOR 71E o0RA710N DIF
AIL lam
TRs:L+all 3 / �. �• OONSIIa1C710N. (SM OETAL REEF M.1)
\ \ 3. AT ALL DRAINAGE OUTFALLS
ACROSS PROPERTY LINES USE
\ g / 2 / Y�y-y ` STRAW FILTER MATERIAL TO
ADE
DRAINAGE 1�� ��� ��' �• TOLY AS PROVIDE YI1RESHAPE LE TO DRIUNa
/ Xn' 1'. \ FILTER RUNOFF WATER
DOWN STREET /���� 4, INSTALL FILTER FENCE AT
LANDSCAPEI +CP FF�►► `y�YrAF 1 \ �• \ \ ADJAAREA� �PROPERTYING ON TO P�UBUC EASEMENTALONGIPA ISLAND
PROPERTY LINES AND AT
/ \ k/IItR OOFFF��� SOUTHLAND ROAD
\ 195.7 SF \ ,.,o „
�i� / TOTAL 17 CARS C++^ ' T� r r •9
` U \ CURB \ 17REQUIItED ��� �'� k ` BOJ,A�RD .
z < \ „ / / \ 45X56'-8"' = 2550 SF/150 =17 REQU D �'� TOP OF LIGHT `_ +' % B RD
THAN 70' of BU1 SPLASH BLOCK DRAINS
TYPICAL PARION FOW' Y WHICH IS 18'- NSTALL SPH CAL CONCRETE BOL�IRDS SPLA
\ PAVING 8" 7HI t° AVN ARE ON O \ PAVEMENT
ZOu \ \ SEE D7L SP -S3 ROUND 18 FOOTING O � 8• W
0 � \5 � OF HEIGHT TO BRING GHT TO ,.
U (� \ 8 + 'i0 18'-8' - USE 18 D
u Tit C NOTE Fly LANE \ 1 ' THICKENED 1 \ FTG
a c
PLANT RED 'AND REM „ \C1�C PAVING 7 1/2' \ O ; N ARD
Z $ ON
O LAN �` LANG � U1A 8 DILL 7P -S3 \ LIGHT ST
O z Vii\ pp�iG 1M• �. ws \ 31• SQ POST
CONCRETE BULKHEAD M
` \ �• LANDSCAPED / 24'� BELOW EXIST GRADE
/'' 3A• \ / / ISLAND / 6 / \ 24 HIGH CONC WALL
HP 185 SQ
P NG a / / \ \ , AQANSfOMl9 AT 1/3
H Of 0 / / � \ SLOB
• �, 'oS V /AOiNCj \ I'M7 �, S -S2 / / / / / / \
\ N +(0 N / / N SPLASH
I
16% o�, o / / / 0.�3 BLOCK / SILT FENCE:
FENCE
06TALL �O.X� -PER 255 i/!M \ \ \ ,'-6a 'ON �T
W \ pANNG 1,,s ; 5" TY FIR I EN7S/ \r
NOTE / / \
-
\ PAINT
AND LABEL
^ LANE PER\ SEE PPSTER -1 O+
H M
l ac 3'0' "LEVEL"
F—i \ 8. P, \ \ MAX /FT 11SAll
�� • /
4" VERIFY 6 SLOPE WALE AT 0.10111 SLOPE
3 \ \may \ / / / ( • "f'�� \ STARiTMp AT TAW Pair AT
\ PAGE S-3
LAN •� �
T DltANv 0 � a � CURB 249 SQ
O LAND CONC WALK \ SCALE
4 \ RAMP V - " A IAIL FOR DI
\ CON WAUC� • �•- \ \ • SA \I CA70 a EASEMENT I DEDICATED CITY EASEMENT
LAWN �� _ _ wN1" LAWN \\ LAWN / f
1lof- SILT FENCE:
INSTALL CREASEMENTFENCE— � ---�—
g� \ \ _ - LANDSCAP - �wr or Lowes' � 'A�, ���p ��'�� aAMONc TE
SILT FENCE:STALL SILT FENCE � — - - - - - - �• - - _ .I.�D+?Stdr� _ _ _
� ON CURB LINE OA— — —
SOONG
NEW WALK BY CITY_ NEW WALK BY CITY - WALK
eiimip1 \ N / \ /
PUBLIC ACCEXS EASEMENT
/ LANDSCAPI
K VM)ar. 12 Wcna lR= 2 >.1 g LANDWAPING \
PROTECT EXISTING OAK TREES \ \ / / PROTECT EICISTING OAK TREES
EXISTING EXISTING EXISTING
TREE TREE TREE TEv ' ' E_ N—G —�TREEE�NG '—� NGL�NDSCAPNG �
CITY EASEM_
_� N 29.33' S7' W 145.1 t -
NOTE: HELD 11 11 LOCA S OF EXISTING OAK TREES (NOT USED) \\
T USED)
ETOS77Ni9 PCIIHIY OF TT �cE70S7110 PMI 01FL:TTOM
CO NE \
\ 10 9M MMFTO CITY WATER - FED /
SOST CURB CUT
\ REMOVE EXISTING CURB dJT AND REPAIR TO MATCH MS11NG CURB AND GUTTER
FrxExYI)RANT 1201 WELLBORN ROAD FOR ADDITIONAL INFORMATION WATER
WATE SEWER D133 GENU
- COLLEGE STATION TEXAS SEE SD -1 SITE DRAINAGE PLAN
IRRIGATION DEMAND: «11R `�
VARYING WIDTH APPROXIMATELY W ROW VDI. 171, PG 181 SEE LS -1 & LS -2 LANDSCAPING PLAN
NOTE-
MECHANICAL
OTEMECHANICAL EQUIPMENT ON THE ROOF SHALL BE SCREENED BY THE BUILDING PARAPETS - ALL ROOF AND GROUND MOUNTED
EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS TO NOT BE VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR
NOTE: RESIDENTIAL DISTRICT WITHIN 15W OF THE LOT AS MEASURED AT V ABOVE GRADE - ANY SUCH EQUIPMENT FOUND TO
LARGE PORTIONS OF THIS SITE HAVE B NOT
OILDICRN6 ARCHITECTURE AND SCALE REPLACED
ANO COST
70 APPEARANCE
OWNER
- SCREENING SHALL BE COORDINA70 WITH
REGRADED AS NECESSITATED BY THE70 MAINTAIN
REQUIREMENT TO ADD SIX INCHES TO
THE FINISH FLOOR ELEVATIONS BY
THE REQUIREMENT OF CURBS AT THE SITE DATA
EDGES OF "PAVEMENT" 1) DATE OF SUBMITTAL: SEPTEMBER 8, 2014
2 OWNERSHIP AND CURRENT ZONING:
(� cn * FOR THE COMMERCIAL PROPERTY TO THE EAST SW BEE CREEK INVESTORS LLC SWC EKB LLC & SWC WN LLC, WILLIAM BROOKE HUNIE
* FOR THE PROPERTY AT 104 SOUTHLAND �,,�,� ,� �1 � �!� 3) STREET LA8E7� SEE SITE PLAN DRAWING PLEASE LABEL -DOROTHY RAINWATER . SOUTHLAND, L1t.0aC 2. LOT 8. GS GENERAL SI
���1 VHF + �F'-�+' S e V
BUILDING TYPE IS V -B
Sp SITE PLA N TBE REQUIRED FIRE FLOW DEMAND IS 1500 GPM
SCALE: 1" = 10'
Lj.AA vim- %oe, toW a- as GV)OL n .
ptecse, rem dv eci em(Y)i- docLn)er tS U-v"P-n
Co.,O-"o-� u5mv, PW*6 ko eribure " CNN-eci-
ENG SCALE 1' - 10'
REVISED 12 15 14
Lai
LM AR
SCALE:
i
/ �otititi
COMMERCIAL
�d \
\ SELF STORAGE
\ BUILDINGS 41
I \
OPEN /
SITE -
\ \ COMMERCIAL
SHOPPING CI
A LOCAL 9AP
-r r
APARTMENTS
SITE PLAN :
'FIRE DESIGN BU1.LDING ##s`
Constr. Type
Bid. Size SF
is U
No. Stories
Sprinkled (Y/N� g
No. FHS (Locations) r
o
Required Flow
ELEVATION
❑ REQUIRED
❑ +9'
❑ +2'
+39
❑ +4' °
0 NOT REQUIRED i
CO L,IA E'. .
MAR 12 2015 `4
COLLO Swim -
ENGINEERING.
TITLE BOCK
A.
NAME, ADDRESS AND LEGAL DESCRIPTION:
1201 WELLBORN - ROYAL TOUCH LAUNDROMAT
0.438 ACTR TRACT - REMAINDER OF LOTS 1-5, BLOCK 2 - SOUTHLAND
ADDITION - VOLUME 134, PAGE 423 - COLLEGE STATION, BRAZOS
TEXAS
COUNTY,
B.
NAME ADDRESS AND TELEPHONE OF APPLICANT
ISMAIL OWAISI - EYEZCOM CONSTRUCTION - 5225 EAST FM 1462
ROSHARON TEXAS
TEXAS 77583 - 832 607 9765
C.
NAME ADDRESS AND TELEPHONE OF DEVELOPER (IF DIFFERS FROM
OWNER)
RIA AND VIJAY KUMAR - 4904 PARKLAND DRIVE - BRYAN TEXAS
77802 -
676 = 6046
D.
NAME ADDRESS AND TELEPHONE OF ARCHITECT
CHARLES HENRY PHILIPS, ARCHITECT - 417 WEST BLUM, ALVIN TEXAS
77511
281 331 5407
CHARLES SHAJARI - MEP ENGINEER - BENCHMARK PLANS INC -
BEAUMONT TEXAS
409 351 2601
CHRISTIANGAALINDO ENGINEERS AND PLANNERS INC - BRYAN TEXAS
77802
SURVEYOR GINEER - 979 846 8868
E. DATE OF SUBMITTAL
NOT AVAILABLE TO ME - NO RESPONSE FROM ISMAIL
F. TOTAL SITE AREA
0.438 ACRES
REVIEWED FO
COMPLIANCE
MAR 12 2015
COLLEGE
STATION
Y -ed► irokeS C,,,ere k d�de<v C
co���,� .. ; ; DEVELOPMENT VICES
on ak skav,r,p ed comes
d PLAT FILED:
REVIS D 12 15 14
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