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_336
-------------- - - --------------------------------------------------------------------
\�13
7.
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CURB & GUTTER,
TSP.
ISAI ACM
Cfrf OF CO! IMATION
ZONED AD - AGR11MUIRE OM q
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NOTES:
69 City of College 5tation, Joseph E. Scott League, A-50 Brazos County, Texas.
2�' Zoned 0-2 for Commercial Industrial.
All proposed signs will be reviewed and permitted separately.
yy,)�jc uo -
16 Off= 4 Flood Hazard Statement: According to the Flood Insurance Rate Map compiled by the FEDERAL EMERC-EN-PIt'-k 38,9,<
61 MANAGEMENT AGENCY FOR the National Flood Insurance Program, Community Panel No. 45041GO143 G, Brazos County,
MR Texas dated July 2, IgG2, it appears that this property does not fall within the 100 Year Flood Hazard Boundary.
All roof and ground mounted mechanical equipment shall be screened from view or isolated so as not to be visible from 'i
f. . .....
........ ... any public right of way or residential district within 150' of the subject lot measured from a point five feet above grade. i J,
.............
Screening shall be coordinated with the building architecture and scale to maintain a unified appearance.
An irrigation plan will be approved prior to G.O. It will Include a pressure vacuum breaker or RPZ backflow preventer
NaTM installed and tested per city ordinance 23c14.
I. EXPNOON JORM 60' MAX SPNM AND AT ALL RAOM PONM PM AM MIS
-1. Compliance with 1A.6 and I will not affect the site plan. These requirements will be met with awnings, stone wayn5ecoat,
2. C-ORMACTION JORM la MAX SPAONS.
3 THeSE AM aff MMMUM SM SEarWINICAL IM -OW FM
PRO R5=4-10VATV& wall pop -ups, parapet articulations, color, heavy texture, or other approved methods.
PAVEMENT 5ECTI ON 5. Lot I construction also Includes the detention facility on lots 2 and 3, and the private drive on lots 2, 3, ancl\4.
ZONED C2 -- — — _
8" RED FIRFZ LANE STRIPING WITH
/ w vp
R rREPE,01, NG/4w WHITE LETTER-- ;.ANE" 0 V it M_
T i-pICA_ "NO PARkING", *TOW AWAY ZO�,W,�J Z, /v ?
_TYP
ON
INDICATED CURBS PROPOSED DETENTION
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TWO DRAWING 8 FIREASED
FOR THE PURPOSE OF:
REVIEW
10/20/2008
UNDER TM AUTHOWff CW
SUM L D11NC^ RL 83M
r117118NOR' TOW11 FOR
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Valley Fork Center
Phase 2
Site Plan
a CM Mft
SED GLS cloocoq_0111 C,2 of 5
FM 2818
SITE
LOCATION
VIGINITY MAP
56ALE: I " - 1000'
EX. DRIVE # 1
4 09 " E 187.17'
z11_
'``_._50'X3P0' PRIVA
FM 2818
WOOD (RIGHT -OF -
AT VA Y
VARIES)
�R�GHT p 2818
*A y �ARiFs�
997
30�'�lOI��CC
ri91
!t -- --
- _ 1 LOT I 1
1
PHAS9 I
COMPLETE j
i L
I 1 1 1I I 1 1
F-`�21-1
H
Es
LOT 3
PAVJa8G 11MYSIS (7.2.8) :
REQUIRED:
54,400 SF OFFICE @ �5
1 SPACE/250 SF,- ........ 217`
PROPOSED:
TOTAL......................... 217
RMICAP PAF4C= AN YLBIB ft"):
REQUIRED:
HANDICAP SPACES (201-300)..... 7
VAN ACCESSIBLE (1 PER 8)...... 1
PROPOSED:
HANDICAPSPACES ............... 7
VANACCESSIBLE ................ 2
M RMOR ISLUM PAFJCM ANALYSIS (7.2.$) t Ay
REQUIRED:
TOTAL INTERIOR PARKING m 217
L"'J
217 @ 180 SF PER 15 INTERIOR SPACES..2,604
PROPOSED:
ISLAND ADDITIONAL SIZE (IN ADDITION TO
120 SPACES 7.9.R REQUIREMENT) ........ 4,531 V
TR3Z IMLL ANALYSIS (7.9.7.2):
REQUIRED:
560 LF BUILD;NG WALL FACING FRONTAGE
560 IF @ 1§% ....................... 84
84 IF TREE WALL,12 LF @ 6'/WELL...... 14
PROPOSED:
TOTAL TREE IMLLS..................... 14
Rs
h
co
NArm
180/0
479/1
� Rt,
C
.01
6
J
//gyp
EX. DRIVE #2, 12.5 MEDIAN
RIGHT IN, RIGHT OUT (CONCEPT 1 OF
WITH CURBED MEDIAN UDO 7 9 7)
i
i
X33 .
.'S V ^ _ DRI vE
Lots JOWRMj
�
LOT 2
fi'
94
P111EI T I G PAMYSIs 2. 2) :
10 SIDEWA1.035/5
LOT 2:
REQUIRED:
15 SIDEV .
RASE I
f
94"'ROOMS @ 1 SPACE/ROOM....... 94
t
JN T FOR PERMBE
550 SF CONFERENCE @ 1/250 SF.. 3
F
�..
TOTAL.:, ....................... 97
LOT 3 FO
28,
PROPOSED:
O COMPLIAN
TOTAL SPACES .................. 97
C 1
MWICAP PARRIlIG AIa1YLBis (01811"
REQUIRED: %
HANDICAP SPACES, (76-100,)"..... 4
VAN ACCESSIBLE (1 PER/8)..... 1
SIDEVALK
PROPOSED:
/WAPSMPM
HANDICAP SPACES.............. 4
FY.NXXI
VAN ACCESSIBLE................ 2
KA0 OPTOTAL
SIDEWALK
To TEWOR OR 18rJ 1D PSG MLYBIB (7.2.!) .-
E.
j
REQUIRED:
7 19 5429/69,, -� 255/75
�
283/103 F'1
TOTAL INTERIOR PARKING 97
450/r9�
97 @ 180 SF PER 15 INTERIOR SPACES..1,164
PROPOSED:
ISLAND ADDITIONAL SIZE (IN ADDITION TO
DUMPSTER PADN
45:2-9 `00 "
120 SPACES 7.9.H REQUIREMENT).. ""...1,302
W/ 6' CMU WALL
i
I&MACM
Cf1YOFCOl1MWAT=
TNM ASCE ANAL7919 (7.9.7.Z):
�oNmAo-A�aiL7u�oFer
REQUIRED:
CURB
& GUTTER, TYP.
60 IF BUILDING WALL FACING FRONTAGE
60 IF @ 15% ....................... 12
9/'LF TREE WELL,12 LF @ 6'/WELL....... 2
PROPOSED:
TOTAL TREE WELLS ..................... 2
H
Es
LOT 3
PAVJa8G 11MYSIS (7.2.8) :
REQUIRED:
54,400 SF OFFICE @ �5
1 SPACE/250 SF,- ........ 217`
PROPOSED:
TOTAL......................... 217
RMICAP PAF4C= AN YLBIB ft"):
REQUIRED:
HANDICAP SPACES (201-300)..... 7
VAN ACCESSIBLE (1 PER 8)...... 1
PROPOSED:
HANDICAPSPACES ............... 7
VANACCESSIBLE ................ 2
M RMOR ISLUM PAFJCM ANALYSIS (7.2.$) t Ay
REQUIRED:
TOTAL INTERIOR PARKING m 217
L"'J
217 @ 180 SF PER 15 INTERIOR SPACES..2,604
PROPOSED:
ISLAND ADDITIONAL SIZE (IN ADDITION TO
120 SPACES 7.9.R REQUIREMENT) ........ 4,531 V
TR3Z IMLL ANALYSIS (7.9.7.2):
REQUIRED:
560 LF BUILD;NG WALL FACING FRONTAGE
560 IF @ 1§% ....................... 84
84 IF TREE WALL,12 LF @ 6'/WELL...... 14
PROPOSED:
TOTAL TREE IMLLS..................... 14
Rs
h
co
NArm
180/0
479/1
� Rt,
C
.01
6
J
//gyp
EX. DRIVE #2, 12.5 MEDIAN
RIGHT IN, RIGHT OUT (CONCEPT 1 OF
WITH CURBED MEDIAN UDO 7 9 7)
i
i
X33 .
.'S V ^ _ DRI vE
Lots JOWRMj
�
v
fi'
94
I
8.�3.
10 SIDEWA1.035/5
LOT 2:
15 SIDEV .
RASE I
f
StMVALK
t
JN T FOR PERMBE
REVIEW
23CON]UCTIOlli
LOT 3 FO
28,
8) _ o
m
O COMPLIAN
C 1
SIDEVALK
/WAPSMPM
—
FY.NXXI
KA0 OPTOTAL
SIDEWALK
,
E.
j
7 19 5429/69,, -� 255/75
�
283/103 F'1
5
TT
450/r9�
DUMPSTER PADN
45:2-9 `00 "
W 17M" 11 '
W/ 6' CMU WALL
i
I&MACM
Cf1YOFCOl1MWAT=
i}
�oNmAo-A�aiL7u�oFer
CURB
& GUTTER, TYP.
404
FM 2818
(RIGHT -OF_
\4/A Y
VARIES)
2202 SF ISLAND
(CONCEPT 2 OF�
UDO 7.9.7) '
e
______________.___�, 1800 SF ISLAND
3 (CONCEPT 2 OF
✓ ° ` UDO 7.9.7
i
0 100•
[PROPOSED DRIVE #3
4858/2338
DETENTION POND TO
2 SERVE LOTS 1-3,
oP 1�'7T titid '8 SEE GRADING SHEET
o�p
2Auj
\ �.� & 117.0
N
� • f 1295/1116 ` \ \ '��--
15 SIDEWALK ?
BUILDING
b > e
ARTICULATION, LOT 3: "f0' 6' DIA
"REE WELL, M. 6 EWA
PHASE II r
(CURRENT SUBMITTAL) Z O N Ei.J'n C2
t
12
e
I
I I
8 BIKE PARKIN
DOUBLE DUMPSTER PAD {6'X10'), TYP
W/ 6 CMU WALL,
SEE ARCH FOR DETAIL
[ISLAND SF/ E SS S~`., %YP.
I
30a �P
_ 3
11.635 TOTAL CR / 5.116 ACRES IN LOT 3
P j
ROPERTY OWNER/ DEVELOPER:
I,
UNLESS OTHERWISE STATED:
TITAN VALLEY PARK, LIMITED PAR'' SRP REALTY ADVISORS, INC.
i
(. DIMENSIONS ARE B,4GK-01=-GURB A NEW MEXICO LIMITED PARTNER; LEN PARKWAY, SUITE 200
BY: TITAN DEVELOPMENT OF TEX/ :)No TEXAS 77019
2. RSD I U5 ,ARE 5' B,4GK-01=—GURB. �-'`--ANEW MEXICO LIMITED LIABIL
AS GENERAL PARTNER X960-1�0
3. GONGRETE W,4LKVgA r5 ARE 6' WIDE.
I
7186 DflAMIBiO � !�
4. PARKING 5TALL5 ARE q' WIDE. lMTMPM--'J
Valle
REVIEW r Q N E S& C y Park Center
5. 5TR1 PI NG AND 51 GNAGE TO MEET TEXAS1 r E N C I N E E R S- P LA N P i
MANUAL ON TRAFF I G CONTROL DEV I GES u1o�n'r1� �wrnoltrroP ''
STANDARDS. 81MLOUNDAKPAINK` w U*ArwDft '
`V �`►'1, t s� �frti�� _i 9 v E i t.rt,s-_ " k.i ' �1 i;i�t , £� > S. �iJJ-'= ro�s�
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Tom 7 �8
n
Development Plan
lxs'rc� �V10P�1NOPwrona A
cm7Y�fIr �i�11e
5ED GL5
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16
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A,) , &
L ---
\V
1,01V
EX. MANHOLE
'A Dlc- 0,
FL 323.66 EX
�2,5' _�7 SA N1 TAR Y 111,A AIHOL E
25 FL(SE): 323.66 EX /?/M = JJ2.2J
EX PULL BOX- - j
FQW): 323.76 EX. 6 WA TER 6 P VC SE J22. 52
)q, (SW): 325.66 0 VA / 11E 6 P VC N W J22. JS
-v-_L'T I/Y a- -
(Pbk-PLAN�) FIRE T
HYDRANI
-Aft Pol f__
z_ A UP
0 /6x. HOLE
z_� 77mftft'_�_ or 32 EX. MANHOLE
-1n1O 2 5�,
EX. tfFT sTA 41,z. HOLE
W
-FL (SE): 323.25
s� ur 1K_ (NW
Z
TP Set fqNW): 323.17
EX. 6 SANITARY
SEWER LINE UNDERGROUND
TE ONE LINE (VERIZON)
E
3 37, EX. FIRE HYDRANT
ZON,
31
1Z
A— 4 F[EX. F1RE /WDRANT
L-
3
A
A?
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f'� 1� r',' , \ `� s 1A Co M
NUATION
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2W AL
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L
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- �'/ , n 'x ,
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035 RIM jJ2. J4
�13 J4
f� 6 P VC 5
R 6'"" PVC S01 J2525
337
r
CC 6" PUBVJ� P 0 PlIFT-e
�ITARY SEWER
po/_ LIS- V
OROPOSED B=
01 FICtf WAREHOUSE FLEX
� \ / ! 201 PUE F.F. a XXX ft
HhGHT m 2M
(DEDICATED VIA 54AO SF TOTAL
PENDING PLAT)
EX. 6" PUduc E
SANITARY Sb
KR LINE
:WCTRICAL-11W41SFORMERf----'
—SIS —T
ss. _SS_ss_ Z__S& Ss
LIP
EX MANHOLL
FL (S): 325.74
ESC.POWE FL (E): 325.64
18A81 ACRES (PER PLANS)
CITY OF COLLEGE STATION EX. OVERHEAD POWER
ZONED AD - AGRICULTURE OPEN LINE
EX. PO*R POLE
,9YERREAD
POWER UNE -T -0-13E REMOVED
CITGO MODE
TO BE RELOCATED
__---- RANI TAR I'l MANHOLE
TT c S
�POWERPOLE
EX. MANHOLE
FL (N): 326.84
FL (W): 326.94
(PER PLANS)
EX. 6" SANITARY SEWER
FROM CEMETERY
POMUTT POLE-_
01,1ERHEAD P0141z--
(T1v1__11CAZ_) 7?
3m SCSI 40 PVC
WATER\SERVICE
SEE MEP FOR
CONTINUATION
SCALE: V=
WOOD
)RT
1e-2" TAP, 2" WYE
)i —POE_
-N-1.5" DOMESTIC METER & VALVE
1 N 1.5" ARIGATION METER & VALVE, 2 UNDERGROUND LINE
� (V:_'RIZON)
11T,
0 30' 60'
ti 'j.
THY "7
,� �' '° SEE BEN CHIVA RK
NOTE J
0 0
zizz
7- 33
-534
335
H 7VCF
C A INK f,�
\—Z2 GUly ANCHOPS
POWER POLE
w11,2 Gulj)l ANC/-101?,�':-,
THIS DRAWING 6 RELEASED
FOR THE PURPOSE OP.
REVIEW
10/20/2008
UNDER THE AUTHORIff OF
STEVE L DIONWA P.E. 832.
IT IS NOT TO BE USED FOR
001481 FPJCYX)K BWDING, OR
PERIST'I'mpuropoom
J 0 N E S & c�
A R 7
� BUILDING
R, I N C.
ENGINEERS- PLANNERS4SURVEYORS
WATER DEMAND
IN�IMUM
700 Udvm* Ddw
0 GPM
110.0
M A�IMUM
I
140 GPM
11
AVERAGE
1
14 GPM
SEWER
DEMAND
0
1
� imum ]20,000
GPD
1e-2" TAP, 2" WYE
)i —POE_
-N-1.5" DOMESTIC METER & VALVE
1 N 1.5" ARIGATION METER & VALVE, 2 UNDERGROUND LINE
� (V:_'RIZON)
11T,
0 30' 60'
ti 'j.
THY "7
,� �' '° SEE BEN CHIVA RK
NOTE J
0 0
zizz
7- 33
-534
335
H 7VCF
C A INK f,�
\—Z2 GUly ANCHOPS
POWER POLE
w11,2 Gulj)l ANC/-101?,�':-,
THIS DRAWING 6 RELEASED
FOR THE PURPOSE OP.
REVIEW
10/20/2008
UNDER THE AUTHORIff OF
STEVE L DIONWA P.E. 832.
IT IS NOT TO BE USED FOR
001481 FPJCYX)K BWDING, OR
PERIST'I'mpuropoom
J 0 N E S & c�
A R 7
E
R, I N C.
ENGINEERS- PLANNERS4SURVEYORS
0
700 Udvm* Ddw
E;Soft
110.0
Cdlqp 91olon, Tok
778o118
(979)731-8000
\/alley Fork Center
Phase 2
Utility Plan
Nt cm mun
SED 855 IGOOO�i-OII G5 of 5
4
7
3 FM 2818
OF WA y VA t - 4
t
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1 334 OP CURB
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RA
W _---- `h- - -'- -- _ T VA
f/
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a� 1 01 ,--- 'r�'� w— -�r._ ur -� r ,% 334. TOP CUR _/
3 .20 FL 24T1 S�/
l 30.10 FL 24 OUT
MATCH EX. G E ! _ - ,� .�I r`/US',S �^ �. �'
__ y� 1�' 24" HDPE
cr)�, -- STORM DRAIN
J1 33it
Z/�*ur+
CTC!i%ir% �/ilI j ~\ '' r�o ` ' j® rr fr�T a
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f F.F. = XXX
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HWHTm2rr
R011 J38. �- 54.409 SF TOTAL
2---;y NW � �. 95 EX. 36" HDPE
I pp _ 3 3�. STORM D
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(y) 336 — -----
C,i[ �, ----' •'' 5' CURB -INLET
EX. 36" HDPE l ' ' 334.18 TOP CIVRB -
G'r , fir PoL- STORM DRAIN"
11P,/C-1Y� A �� fC� O/� 333.48 FL 36' IN (EX.) 330.18 FL 36 IN
333.28 FL 36' OUT 18.481 ACRES 330.08 R 36' OUT
CITY OF COLLEGE STATION
ZONED AO - AGRICULTURE OPEN 36" HDPE
STORM DRAIN
POSE
�l
SCALE: V _
I
RWOOD
�z T
TOP CURB
FL 24IN
FL 4" OUT
I
..a r
pit, p' '
£ O
f L 6' P Ifs' 11 `3, 2
I -
335 �� .._.-._._ _
. F
336.5
SA N/ Tri R ;/ IVA, NP, OLE
'334 90
a U / . ✓
P VC 9 i+
i
SW tJ.G tJ ...
vg
POLE POWER POLf--
36' HDPE
STORM DRAIN
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1 T 1.5'
15' 1/4" GALV PLATE
CENTERED ON
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a
3'
ENERGY DISSIPATOR
N.T.S.
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TP S
5CURB , .__
EMERGENCY OVERFL~ - ---
33
NOTES:
I. ALL ELEVATIONS ARE TOP-OF-GURB OR TOP -OF -WALK,
2. UNLE55 OTHERWISE NOTED, TP= TOP -OF -PAVEMENT, FL= FLOW
LINE.
THE CONTRACTOR SHALL COMPLETEALL EXCAVATION
ACTIVITIES TO THE LINES AND GRADES 5HOWN BY THIS PLAN,
UNIFORM SMOOTH GRADING OF ALL AREA SHALL BE
ACCOMPLISHED, THE FINISHED SURFACE SHALL BE REASONABLY
SMOOTH AND FREE FROM IRREGULAR.
3. THE TOTAL AREA OF THE SITE SHALL HAVE EXISTING
VEGETATION AND TOPSOIL REMOVED AND STORED ON-SITE FOR
LATER USE IN PROVIDING FINAL COVER.
4. UPON COMPLETION OF FINAL GRADE, THE CONTRACTOR SHALL
PROVIDE SEEDING AND FERTILIZER FOR ALL DISTURBED AREAS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION
AND REPLANTING UNTIL A COVERED STAND IS OBTAINED.
333.50' TOP DF GRATE
1170
M
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a0�0-io,A i bw 1 .01An D --4
•. "
24" HDPE
STORM DRAIN
5' CURB INLET
335.23 TOP CURB
`\ 4�1
327.61 FL 24" IN
3 FL 36" OUT
5. ALL HANDICAP PARKING AREAS AHLL HAVE A 2% (1:50) MAX SLOPE IN
ALL DIRECTIONS, ACCESSIBLE ROUTES SHALL HAVE A 5% (1:20) MAXIMUM
RUNNING SLOPE AND A 2% (1:50) MAXIMUM GROSS SLOPE AND BE
SCORED AND DYED. RAMPS SHALL HAVE LEVEL (2% MAX) LANDIN65 AT
THE TOP AND THE BOTTOM OF THE RAMP WITH A MINIMUM OF 60° IN
LENGTH AND AS WIDE AS THE WIDTH OF THE RAMP.
6. THE CONTRACTOR SHALL COMPLY WITH THE EPA STORM WATER
D15GHARGE PROGRAM AND IS RESPONSIBLE FOR PREPARATION AND
FLING UP ANY REQUIRED FORMS. A NOTICE OF INTENT SHALL BE FILED
WITH TGEG2 PRIOR TO BEGINNING CONSTRUCTION.
-1. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A STABILIZED EXIT
FOR ALL CONSTRUCTION TRAFFIC.
8. ALL WORK SHALL COMPLY WITH CITY OF GOLLEGE STATION STANDARDS.
5
CHAIN LINK F DICE
48" HDPE
SGALE: I"=
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12" RCP T&G w:�,,�� �`' : 37'
STORM DRAIN \off: ~�\
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TOP 332.00
322.02
HDPE
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STORM DRAINS
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326.06 FL 36"
326.06 FL 36"
48" HDPE
STORM DRAIN
324.25 TOP CURB
327.71 FL 48" IN
327.61 FL 48" OUT
OUTLET STRUCTURE,
SEE DETAIL
DETENTION POND
TOP OF POND: 333.50'
BOTTOM OF POND: 323.00'
VERTICAL RETAINAING WALL,
10.5' HIGH, SEE STRUCTURAL
HANDRAILS SURROUNDING
PERIMETER ON ALL SIDES
7115 DRAWING E RMEAS
FOR THE PURPOSE M.
REVIEW
10/20/2008
!RIDER THE AUTHORTY OF
STEVE E OtMCL% P.E SSHK
IT O WT 70 DE USED FOR
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1. *PROPOSED LANDSCAPING IS SUBJECT TO CHANGE BASED ON
THE NEEDS OF THE SITE. FINAL LANDSCAPING PLAN MUST
MEET THE REQUIREMENTS AS OUTLINED IN SECTION 7.5 OF
THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT
ORDINANCE.
`2,:' 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING,
DECORATIVE ROCK, OR PERENNIAL GRASS IS REQUIRED IN
PARKING LOT ISLANDS, SWALES, AND DRAINAGE AREAS,
THE PARKING LOT SETBACK, RIGHTS—OF—WAY, AND
ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION.
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18.W ACRES
CITY OF COLLEGE STATION
ZONED AO. AGRICiJLTURE OPEN
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THI8 DRAWING IS RELEABED
FOR THE PURPOSE M.
REVIEW
10/20/2008
UNDER THE AUTHOFEIY OF
STEVE E DUNCAK P& 88ffi
IT IS NOT TO 9E USED FOR
BIDDING, OR
PERK ING PURPOSES.
IGINITY
SCALE: I" =
WOOD
(( } 0 40' 80'
MEN
:i1ynl LZGIND
I
ANOPY TREE, 3.5" DIA:
WATER OAK (QUERCUS NIGRA)
+ CHINESE ELM (ULMUS PARVIFOLIA SEMPERVIRENS)
'WILLOW OAK (QUERCUS PHELLOW)
CHINESE PISTACHE (PISTACIA CHINENSIS)
ON—CANOPY TREE, 1.25" DIA:
CREPE MYRTLE (LAGERSTROEMIA INDICA)
BRADFORD PEAR (PYRUS SPECIES)
SHRUB, 5 GALLON:
HOLLY, "MARY NELL" (LLEX SP.)
L. VARIAGATED PITTOSPORUM (PITTOSPORUM TOBIRA)
4•r
®` NANDINA "COMPACTA" (NANDINA DOMESTICA)
j; INDIAN HAWTHORNE "SNOW" (RAPHIOLEPIS INDICA)
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1077' FRONTAGE @ 1 CANOPY TREE / 25' ............. 43"/
+� �,, ); y,\ `
PROPOSED* :
U; \i,,
CANOPY TREES ..................................... 48
Ix e J
� 1
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�iDSCAlyS AMY8I8 (7.5. C)
l�
�gREQUIRED:
k` LOT 3 = 5.116 ACRES = 222,873 SF SITE AREA
`'"ZA
f
f ,f�''
222,873 SF @ 30 PTS / 1r000 SF ................
6o,686,/
l f
s J 0
)DOUBLE POINTS FOR OVER 50,000 SF (7.9.I.3)....
6,686x'
.
1077' FRONTAGE @ 300 PTS/50' (7.5.D.3) ........
6,462`h
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TOTAL .......................................
,x,F
19,8341
�` 7
1N.
PROPOSED* INCLUDES STREETSCAPE ,,: A
t'
aJ
�, CANOPY TREE, 3.5" DIA @ 300\.POINTS, 55`/......
16,500
�° �.��
j NON -CANOPY TREE, 1.25" DIA @ 40POINTS, 34 ...
1 360
,
rTM' SHRUB, 5 GAL, @ 10VbOINTS, 222'. 0 . . . . . . . . 0 . 0 0 .
d\bD
Ja TOTAL .........................................
20,080
J
j
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e oy\. F �^! Fes•
A.
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18.W ACRES
CITY OF COLLEGE STATION
ZONED AO. AGRICiJLTURE OPEN
V,
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t`
011j,
• v/
THI8 DRAWING IS RELEABED
FOR THE PURPOSE M.
REVIEW
10/20/2008
UNDER THE AUTHOFEIY OF
STEVE E DUNCAK P& 88ffi
IT IS NOT TO 9E USED FOR
BIDDING, OR
PERK ING PURPOSES.
IGINITY
SCALE: I" =
WOOD
(( } 0 40' 80'
MEN
:i1ynl LZGIND
I
ANOPY TREE, 3.5" DIA:
WATER OAK (QUERCUS NIGRA)
+ CHINESE ELM (ULMUS PARVIFOLIA SEMPERVIRENS)
'WILLOW OAK (QUERCUS PHELLOW)
CHINESE PISTACHE (PISTACIA CHINENSIS)
ON—CANOPY TREE, 1.25" DIA:
CREPE MYRTLE (LAGERSTROEMIA INDICA)
BRADFORD PEAR (PYRUS SPECIES)
SHRUB, 5 GALLON:
HOLLY, "MARY NELL" (LLEX SP.)
L. VARIAGATED PITTOSPORUM (PITTOSPORUM TOBIRA)
4•r
®` NANDINA "COMPACTA" (NANDINA DOMESTICA)
j; INDIAN HAWTHORNE "SNOW" (RAPHIOLEPIS INDICA)
,, - ` TBM_ �. �;
;i ! SEE 5E NC_/-1VA RK
NCS TE J
A �
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Phase 2
Landscaping
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Phase 2
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