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NOTES:
i
CITY OF COLLEGE STATION
22.083 AC.
VOL. 6974, PG. 241
COVENANTS, CONDITIONS &
/ (
1. THE
BEARING
SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83
N39°32'28"E RESTRICTIONS
ZONED R-1
/
TEXAS
STATE
PLANE COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL
- 127.86' `
/
ZONE,
AND
AS MONUMENTED ON THE GROUND.
S84!1 7'08"E - 258.24' �'
N/Fj STREAM �%
2 THE
STATION,
SITE
ADDRESS IS 529 WILLIAM D FITCH PARKWAY, COLLEGE
'TEXAS.
EDWARD FROELING / -CONVEYANCE -, S22°15'36"E
49.35 ACRES PATH
4248/144/ 231.42'
3. A
!PO
RTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA
NOT PLATTED ^ _°�1�p'� ,_ _-
ZONED R-1 �"
ACCOI.RDING
TO THE FLOOD INSURANCE RATE MAP (F.I.R.M.), COMMUNITY
J/
� 6
632 \ 100–YEAR
PANEL
THE
NO.
PENDING
48041 CO205 D, EFFECTIVE DATE 2-9-2000. ALSO SHOWN IS
FLOOD HAZARD AREA IN ACCORDANCE WITH THE LOMR
\
\�
�^ / /� ��
(PENDINN
PREPARED
BY WALTER P. MOORE &ASSOCIATES.
`�• l'/ ` PER LOMB)
100–Y1s'AR FLOODPLAIN
t� i 0'� (PER FEMA FIRM)
V-- ---- /
S64°46'47"W
I
_/)?
-- - - _ VOL 5775.
Pc. si / 30.60'
100 50 0 100 VOL 534, PG. 84 / �ti ( N75046'04"E / \
30' PIPELINE ESMT
N/F SCALE IN FEET °� PRODUCERS / 104.82' \
GARY SEABACK ��i. GAS Co.
153.22 ACRES EXISTING O —
,��
2597/186 ZONING R-1 /T �� _TURE
ZONED A-0 4' �' IR H,
t PR76.659NA��;
NOT PLATTED ti0 / N ACTT°
PM 188
/
�XISTING / 00 ZONED
W
-
/ ZONING R-1/ \
-------
-_-_
------
--------- Futur eXastle\
-----c-T– a�
---------------- � � aY (approx)
/ Rock PrkwA9g 7
------------------------------------ .
----------------------------�
, 'i5°��1' �` _z-
__----------- kwa a rOX) ���--
Rock Par Y (Pp /
________ _____ --------------------------------------------
- Future Castle ---\
------------ EXISTING
LEGEND
I
-'-----------------------
� ZONING R-1 / 1f00–YEAR FLOODPLAIN \�
19.74 ACRES G / (PE EMA FIRM)
O
;
PROPERTY LINE &ZONING CHANGE
--
/ STREAM
BOUNDARY
PROPOSED ZONING GE'
\ PDD - PLANNED gip" EXISTING \ r — — l ' ONVEYANC
PATH
----------------------FUTURE RIGHT–OF–WAY (APPROX.)
o PROPERTY CORNER
(PENDING
DEVELOPMENT DISTRICT / ZONING R-1 _ (
PER LOMR)
_ _ _ — _ — — — — — _ 100–YEAR FLOODPLAIN LINE
PER FIRM
100–YEAR FLOODPLAIN LINE
PER LOMR
LIMITS OF EXISTING A-0 ZONING
STREAM CONVEYANCE PATHWAY
ZONE X
CP
� /� �• . ZONE AE 1 �
100–YEAR �'^�/ / . \
FLOODPLAIN / ` /
VICINITY MAP
9i�°f
CITY OF COLLEGE STATION
\ / (PENDING STREAM 10.416 AC.i(
PER LOMB)
N/F °o. ONVEYANCE VOL. 6974, PG. 241�
GARY SEABACK / i 100–YEAR a PATH COVENANTS, CONDITIONS & ��
Y / FLOODPLAIN ry l
153.22 ACRES RESTRICTIONS CASTLE ROCK
2597/186 , �� / / / FIRM) FES ZONED R-1 UBDIVISION
) PHASE 1C
s
O
\ J
ZONED A-0 cb� / / PLAT VOL. 8479 P 49
\\� \\\ NOT PLATTED �c{`' / / /
2� O9" �\ ZONED PDD
SUBJECT
\\ �� SZ 3
PROPERTY
CAS
VISION
\ \ / / �4>• � � J �
�
Wm D Fitch
I
dpi
\
CAS GATE
1 i6 \��//// r- v
\ \ y
SUBDI SION
No
N/F \ \\ / / w r- I I I }
SEABACK
e
GARY \ \ o
153.22 ACRES \ \ / l / } I }
2597/186y / tv \ STREAM } CASTLE PHASROCKE B DIVISION
ZONED A-0 \ \ PLAT VOL. 84 9, PG. 49
NOT PLATTED ; ; / foo YEAR \ PATH EYANCE ZONED —P /
�o N
ee
G
�� FL ODPLAIN /
NOT TO SCALE
\ v (P R FEMA
FI M) ( I
i i � �
� gyp• /
} }
} }
100–YEAR—
/ FLOODPLAIN
l 1
Sb �q`ry"�y (PENDING
� t � J �"� PER LOMR) ___._.---
ZONING MAP
Ile
�. S86°16'50"W - 638.99'Oool S85017'35"W -1.07'
19.74 ACRES
,i 1
CURRENT ZONING:
20' P.U.E.
VOL 5282,
William D. Fitch Parkway \�
17.28 AC. S.F. RESIDENTIAL R-1
40 - `' \ �.. u
S.R.1 \
2.46 AC. A-0
f- —
Og+) 40
PROPOSED ZONING:
VARIES R.0.62 965 ACRES /
19.74 ACS. PDD - PLANNED DEVELOPMENT DISTRICT
/ VOL 3926, PG. 85 /
ROBERT STEVENSON SURVEY, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
i
SCALE: 1"=100' AUGUST 2010 (REV.)
:
�W�ER:
Gree
s Prairie Investors, Ltd. �® 25
44490
College
Castlegate Parkway
Station, TX 77845
(97)690-7250
SU
VEYOR: ENGINEER:
)an fe
AR
Carlomagno, RPLS No. 1562 SCHULTZ ENGINEERING, LLC.
le' MAGNO Surveying, Inc.
714
Bry
PO Box 11995
Finfeather Road College Station, TX 77842
n, TX 77801
(971)
775-2873 (979)764-3900
CONCFPT PIAN NOTFS-
PROPERTY ARE AS LISTED AND SHOWN ON THIS PLAN.
CIAL11 MEETING THE REQUIREMENTS OF C-1, GENERAL COMMERCIAL ZONING
I CLASSIFICATION
MEETING THE REQUIREMENTS OF A -P, ADMINISTRATIVE PROFESSIONAL ZONING
CLASSIFICATION
FAIL Y MULTACCOIRDANCE WITH-FAMILY
STHE �RS4 ZONING CLASS F CATION.AND OTHER UIREMENTS WILL BE IN
ANTICIPATED TO BE FROM 15' TO 55'.
DMI THIS SITE FLOWS INTO THE ADJACENT PROPERTY OWNED BY THE CITY OF COLLEGE
'EE OR TRIBUTARY A2 OF SPRING CREEK. THE EXTENSION OF CASTLE ROCK PARKWAY TO
RUCTION OF A STORM SEWER PIPE WHICH CAN BE USED TO COLLECT THE RUNOFF FROM
IT TO TRIBUTARY A2 AT THE BOX CULVERT STRUCTURE CONSTRUCTED FOR CASTLE ROCK
.NTS WILL BE IN ACCORDANCE WITH THE LIDO.
IS LOCATED ON SPRING CREEK UPSTREAM OF SH 6 IN THE TOWER POINTE
DIMENSIONAL VARIATIONS (MERITORIOUS MODIFICATIONS) SOUGHT ARE AS FOLLOWS.
MERCIAL STREET SHOWN ON THE CONCEPT PLAN WILL BE 71' IN WIDTH. DESIGN
ZDANCE WITH THE LIDO AND UNIFIED DESIGN GUIDELINES. BUILDING SETBACKS ANG
REDUCED TO 10'. ALL PARKING AND LANDSCAPING REQUIREMENTS, HOWEVER, ;MU ,T BE
61 THE STREETWHERE THE MULTI -USE PATH PARALLELS THE COMMERCIAL STREET, A SIDEWALK V
:D. LONG TIHAT- _ IDE OF -THE --STREET.
VIL BE IN J4CC �RDANCE WITH THE LIDO EXCEPT THERE WILL BE NO BUFFERS REQUIRED WHERE:
JACENT 0 HE CITY OWNED PROPERTY.
OPERTY ADJ, CENT TO THIS TRACT WILL NOT BE DEVELOPED ALTHOUGH IT IS ZONED R-1. THE
101 SIDERED ASSINGLE-FAMILY USE FOR THE PURPOSE OF LIMITING HEIGHT OR INCREASING THE
UL' -FAMILY ! OR NON-RESIDENTIAL BUILDINGS ADJACENT TO THE CITY OWNED PROPERTY.
"HE RECJIREI NTS OF LIDO SECTION 8.2.A.10 "BLOCKS" IS REQUESTED TO THE EIGHT HUNDRED FEET
)CK LE .GTHI;REQUIREMENT. NO PUBLIC STREETS ARE PROPOSED TO CONNECT TO CASTLE ROCPj
IS DEVELOPMENT. THE BLOCK LENGTH ALONG ON THE SOUTH RIGHT-OF-WAY OF CASTLE ROCK
:ET WITHIN T141S DEVELOPMENT AND 1,310 FEET TO THE FIRST INTERSECTING STREET IN THE CASTLE
THE B 1OCKILENGTH ALONG THE NORTH RIGHT OF WAY OF CASTLE ROCK PARKWAY IS 760 FE
PMENT kND 1,540 FEET TO THE FIRST INTERSECTING STREET IN THE CASTLE ROCK SUBDIVISION.
D IN THE R�QUESTED VARIATIONS WITH THIS PDD WILL MEET ALL REQUIREMENTS OF THE LIDO.
_NTS Oil RIGHT-OF-WAY WILL BE DEDICATED TO ALLOW FOR THE CONSTRUCTION OF THE MULTI USE
\N. THE DESIGN AND CONSTRUCTION PLANS, THE DEDICATION OF LAND OR ACCESS EASEMENTS AND
OR ITS CONSTRUCTION FOR THE MULTI -USE PATH WILL OCCUR WITH PHASE 1 OF THE DEVELOP O ENT
AULTI-U E PATH MAY BE CONSTRUCTED IN PHASES AS DEVELOPMENT OCCURS ON EACH PORTIO OF
)JACENT TRACT.
i SHOWI, TO PROVIDE CROSS ACCESS BETWEEN PORTIONS OF THE DEVELOPMENT SHALL MEET M'NOR
IR ACC ' S/ RIVEWAY SPACING, WITH A MINIMUM 24 -FOOT PAVEMENT WIDTH (OR 26 -FOOT WIDTH IF
0 -FOO ARE: PROPOSED), FIVE-FOOT SIDEWALKS AT LEAST 3 -FEET FROM BACK OF CURB ON VCH
)-FOOT NIDTH IF IT ALSO SERVES AS THE MULTI -USE PATH), PARALLEL PARKING ALLOWED IF WI, ER
RUCTED AND WILL MEET FIRE LANE STANDARDS.
I
E PROVIDED FOR TRAFFIC TO GO BETWEEN THE COMMERCIAL DEVELOPMENT AND THE SEABACK T ;ACT
I AND TIIE OMMERCIAL STREET. CROSS -ACCESS WILL BE REQUIRED THROUGHOUT THE SITE IN
)0 AND 4LSIC TO ADJACENT DEVELOPABLE PROPERTIES. THE LOCATION OF THIS CROSS ACCESS ILL
VG OR SITE:: DLAN SUBMITTAL.
I)
!OPER IY 0.8 ACRES OF THE SPECIAL FLOOD HAZARD AREA, WILL NOT BE DEVELOPED EXCEPT FOR
N THE IREA ( WHICH MAY BE COUNTED FOR LANDSCAPING POINT REQUIREMENTS FOR THE ADJAC NT
OXIMATE LO TION- OF THIS 1.1 ACRES IS SHOWN ON THIS PLAN. THE LIMITS OF THE 1.1 ACRES
LA A 75 50 OR 25 FOOT SETBACK FROM THE STREAM CONVEYANCE AREA AS NOTED ON THE PN.
OSED FOR THIS AREA, THEREFORE THE AREA CANNOT BE USED FOR -MITIGATION THAT MAY BE
PMENT FOR THE NO ADVERSE IMPACT ORDINANCE REQUIREMENTS.
CLE CIRCULATION WILL BE PROVIDED THROUGHOUT THE PROJECT AS REQUIRED BY THE LIDO. E
7 AND THE (PRIVATE DRIVEWAY SHOWN TO PROVIDE CROSS ACCESS WILL HAVE A SIDEWALK OR
1 SIDE. XAC LOCATION AND DETAILS OF THESE FACILITIES WILL BE DETERMINED AT PLATTING O
\ST -LE --R CK; ARKWAY"WILL-HAVE BIKE-LANES-AND-SIDEWALKS--ON=€AGH-SIDE-- - --
.L BE PHASE IN SUCH A MANNER 70 LIMIT THE TRAFFICONTOCASTLE ROCK PARKWAY FROM T' IS
IE CAS SLE ROCK SUBDIVISION. DEVELOPMENT THAT HAS ACCESS TO ONLY CASTLE ROCK PARKW Y
'ITCH PARKWAY OR VICTORIA AVENUE WILL BE LIMITED SUCH THAT THE TOTAL PROJECTED TRAFFI
IS LESS! THAN 420 VPD. ADDITIONAL DEVELOPMENT COULD NOT OCCUR UNTIL ACCESS TO WILLIAt', D.
IS PR VIDED.
SHOWNEREDN IS REFERRED TO THE NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMB
JE, AND AS ONUMENTED ON THE GROUND.
529 WILLIAM D FITCH PARKWAY, COLLEGE STATION, TEXAS.
'ACT IS ITHN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE FLOOD INSURANCE RATE b
IEL N0. 480 1CO205 D, EFFECTIVE DATE 2-9-2000. A PORTION OF THIS TRACT IS IN THE
-IE PEN LNG LOMR, PREPARED BY WALTER P. MOORE & ASSOCIATES. NO FLOODWAY HAS BEEN
' IS A 2-LAIE MINOR COLLECTOR (GENERAL SUBURBAN CONTEXT) ON THE THOROUGHFARE PL
VICINITY MAP
LEG ND ��+� s
SUBJECT
PROPERTY
Wm D - SH 40
TE
�t�e0 NOT TO SCALE I I
19.74 ACRES
PHILLIPS SQUARE
ROBERT STEVENSON SURVEY, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1"=100'
WRIER:
reehks Prairie Investors, Ltd.
496 Castlegate Parkway
ollege Station, TX 77845
)79)690-7250
3n#e Carlomagno, RPLS No. 1562
4RLOMAGNO Surveying, Inc.
714 Finfeather Road
ryan, TX 77801
179) 775-2873
1 eJ
ENGINEER: Q a
SCHULTZ ENGINEERING, LLC.
PO Box 11995
College Station, TX 77842
(979)764-3900
I II
PRO
BOU
ERTY LINE AND ZONING CHANGE
DARY
-
-- -
FLIT
E RIGHT-OF-WAY (APPROX.)
ROI
OSED RIGHT-OF-WAY (APPROX.)
00
YEAR FLOODPLAIN LINE
_
ER
FIRM
00'
YEAR FLOODPLAIN LINE
ER
LOMR
i
N E
USE BOUNDARY
STREAM
CONVEYANCE PATHWAY
STREAM
CENTERLINE (APPROXIMATE)
'
ULL-USE
APP
NO
PATH - 10' IN WIDTH
OXIMATE BUILDING LOCATION
DISTURBANCE AREA
PUBi1C
ACCESS EASEMENT
SUBJECT
PROPERTY
Wm D - SH 40
TE
�t�e0 NOT TO SCALE I I
19.74 ACRES
PHILLIPS SQUARE
ROBERT STEVENSON SURVEY, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1"=100'
WRIER:
reehks Prairie Investors, Ltd.
496 Castlegate Parkway
ollege Station, TX 77845
)79)690-7250
3n#e Carlomagno, RPLS No. 1562
4RLOMAGNO Surveying, Inc.
714 Finfeather Road
ryan, TX 77801
179) 775-2873
1 eJ
ENGINEER: Q a
SCHULTZ ENGINEERING, LLC.
PO Box 11995
College Station, TX 77842
(979)764-3900
CONCEPT PLAN NOTES:
1. THE LAND USES PROPOSED FOR THIS PROPERTY ARE AS LISTED ~ LISTED AND 5HOWN ON THIS PLAN,
1 -
~ COMMERCIAL CLASSIFlCATION EQUIRE ~ - s~aa~aa~"e.T 1 ~EQUlREMENTS OF C-1, GENERAL COMMERCIAL ZONING
-1 l
~noouco~s
~ ~ l / \ \ OFFICE CLASSIFlCATION EQUIRE / ~ MUFTI-FAMILY MULTI-FAMILY DENSITIE REQUIREMENTS OF A-P, ADMlNI~TlVE PROFESSIONAL ZONING
DENSITIES, SETBACKS AND OTMER REQUIREMENTS WILL BE !N
~ / / ~ ~ ACCORDANCE WITIi TH / / 2. THE RANGE OF BUILDING HEIGHTS IS ANTICIPATED TO 8E FROM tftTLt TUC C! / ?/Zd1l1►1^ nt A~c+Enn~Tt/1~~ ~~l s L'-~~~~Yt ~~~`Y C~ ~a f~i s frl
y I
~ ,oo_~
~ FLOODPLAIN / f / ~ / , STATION ND M EN~NTORS R NG REE OIR TR BUTAR1( A2 OF SPRI /
(PENDING ~ I / THIS SITE WILL INCLUDE THE CONSTRUCTION OF A STORM SEWER i
PB'R L0~1[R) _ ~ / ~ ~ ` ~ / / / ~ ` \ ~ ~ ~ PARKWAY LSTORM WAFER R QUINRE ENTS WII.LIB E~ ~ ORD CE t+ i - _ ~
~ i
/ z
1 ~ f ~ ~ ~~SPRING - - -
/ ~ STREAM ~ CREEK
CONVEYANCE / ~
' PATHWAY ~foo-r~~ ~
N N/F 20' PUBLIC / FLO I.~~N EDWARD FROEUNG ` ACCE / FBIG! FIRi[) i
49.35 ACRES ~ EASEMENT ~ 25 FROM STREAM
4248/144 CONVEYANCE ARE NOT PLATTED ~ ~ ~ ~ ~ I r sc-
t
ZONED R-1 ,
~ ' ~ ~ j
ai
1 _ .
100 50 0 100 / ~ PARKING _ *1 r
SCALE IN FEET
Y.
30' PIPELINE ES1iT ~ / PARKING ~ _`PABlsIMG--- PARKING t t s+. z r1 u_.. L 7 ~t_._ _`.L~
GAS CO. ~ _ ~
i r . ~
PRIVATE DRNEWAY & CROSS ACCESS EASEMENT PARKING
r--- y r..
N/F GARY SEABACK
153.22 ACRES
2597/186 ZONED A-0 PARKING
NOT PLATTED O j PARKING
PARKING PARKING
PARKING
~ .n.. r .rr _ EGfAL FLOOD HAZARD AREA, Wltl NOT BE DE1/ELOPEQ E~tCEPT FOR
a.r~~~~ -_-+__-_-+t..~~~~r ~ ~ % ' ~ ~ ~ ~ ` PHASE 2B 9. 1.1 ACRES OF THIS PROPERN, 0.89 ACRES OF THE SPECIAL F ~ THE PLANTING OF TREES IN THE ARfA WHICH MAY BE COUNTED F \ \ ~ ~ ' ~ W ~oETERMIN~ _BY USING A~75. 50 R~25 E~OT SETBACK~RAI~A l~tTEQ FOR t.ANGSCAPING POINT REQUiREl~ENTS FOR THE AD~AGENT ~1rr tC~ l+unlu►t A. L 'Ty uh cs~ a a i ~...xz ~r 1+..r- ~ . . ~r~rw T it ° - i~ = 7* ~ L. , _ti - - ~ 4 i~if
_ ~~r • _ ~ ~ ~ ROPOSED ~ _ - - - - ,_~-r - v ■ 1.
+ ~ ~ ~ ~ i l~ 1
Future Castle Rock Parkway (approx) r ~ - i I
~r~ i i _ f
_ ___----------------------i---i------- ~ ~ r ! 1_~1 v f3 _ aa~
, ~ i
i ~ ~i , ~
~ ~ t ~ ~ ~
i ~ ~
i t
ice, ~ ~ ` 7 ~ ~ ~ i J
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\ 1 \ ~ ~ \ ~ ~
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Y
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~ ~ ~ ~ ~ ~ ~ ~ t - ~~l f
~ ~ ~ ~ ~ ~ ~
f` ~ N F
~ GARY SEABACK ~ _ - 1~ . ~~t l
YC~ 153.22/ACRES \
2597/186 ` ZONED A-0 ` I
NOT PLATTED
~ ~ ~ ~ ~ i 9'ir L
\ 1
J •
PARKINQ 1 f
f f.
,CU 5' y` ~3
~
a
N F i E-" ~ i
GARY S/EABACK pARKiNr urn
153.22 ACRES ! ~ rOMMER C~I a 2597/186 ~ ~ l= ~ ZONED A-0 ~ ; '1 ~ ~ r
''J f
NOT PLATTED ; ` ~ PARKING PARKING U 1
~ t ~ i
t r
i ~i ~ i' u
i i I t U @~~ '1 \ T~ ~ . i r -~T
'j PARKING g
t 1 t i i~ ~ 1 1 i U ~ _
r i
PARKING PARKING PARKING , 1 1 pgRICING I 1 1 ~ L_.----- ~ ~i. •Y~ -
1 1 ~ 1 1 a i
i
/ ~ ~ , . - t °i t
~ \ 20' P.U.E 1 t
"°~~e~. _ n Ftc~i Par way r - i._ t t1 Y 1 ~
S.Ho 40 4490 Cdstlegote Pnrkvypy py r73
College Station, TX 77645 145
i (979)690-7250
i ■ f SURVEYOR:
Dante Carlomagno, RPLS No. s No. 1562 ENGINEER:
CARLOMAGNO Surveying, Inc. Inc. SCHULTZ ENGINEERING, I.I.C. PO Box 11995
2714 Pinfeather Road Bryan, TX 77801 College Station. TX 77842
(979) 775-2$73 (979)764-3900
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CO M PLAN NOTES
.
1. THE LAND USES PROPOSED FOR THIS PROPERTY ARE AS LISTED AND SHOWN W THIS PLAN.
I \ -
/ I
COMMERCIAL THE EWIREYMS OF C-1. GENERAL WY ERCN L ZONING
\ wW )
MEETING 7REQUIREMENTS OF A-P. ADMINISTRATIVE PROFESSIONAL ZONING
OFFICE
SET&hCKS MULTI-FAMILY LILAC ORDANNCCE DEMSIIRIESR-1 OTHERCLOSSUFACATION. EYEE"'S NAIL BE IN WITH THE
2. THE RANT OF BUILDING HEIGHTS IS ANTICIPATED TO BE FROM 15' TO 55'.
o-Yf
' / /
_ fO
IR
/
\ ( YLOOAPLUN _ \ \ 1 < r
3. THE SIUW WATER DRAINAGE FROM THIS SITE FLOWS INTO THE ADJACENT PROPERTY OWNED BY THE CITY OF COLLEGE
STATION AND THEN INTO SPRING CREEK of TR6WRY At OF SPRING CREEK THE EXTENSION OF CASTE EDCK PARKWAY TO
THIS SITEWILL MC
FF FRO
\
PDR LOMB) \ I' 7
t
! l
M
LUDE THE CONSTRUCTION OF A STOW SEINER PIPE WHICH CAN BE USED TO COLLECT THE RUNO
THE DEVELOPEDSTIE AND CONVEY IT TO TRIBIffNKT A2 AT THE SUK CULVERT STRUCTNE CONSTRUCTED FOR CASTLE ROCK
PARKWAY. STORY WATER REQUIREMENTS WILL BE W ACCORDANCE WITH THE UDO.
\
CITY OF COLLEGE STATION V \
22.067 AC
VOL 6974. PO 241 V I , \
COVENANTS
A
~
t
4. THE OEIEMWNN POND FOR THIS SITE IS LOCATED ON SPRING CREEK UPSTREAM OF S4 6 IN THE TOWER PONTE
DEVELOPMENT.
5. THE GENERAL BULK OR DYFNSIQUL VARIATIONS (MERITORIOUS MODIFICATIONS) SOUGHT ARE AS FOLLOWS.
I
.
t /
1 Y
YSPRING I
RES
\
DESIGN
ATE RCM-OF-WAY FOR THE COWERCIAL STREET SHOWN ON THE CONCEPT PLAN WILL BE 71' IN WIDTH
/ CREEK I 1 / Z
ONED ONED R-I
STREAM OPEN SPACEAYATION
r / AREA
I CONVEYANCE
PATHWAY ~~eD-YfIB~ \ TRIBUTARY l/
.
REQUIREMENTS SMALL BE W ACCORDANCE WITH THE UDO AND UNIFIED DESIGN GUIDELINES. BUILDING SETBACKS HONG
THE WINYENCNL STREET MAY BE REDUCED TO 10'. ALL PARKING AND LADSOPING -DUI 1EM6. HOW- MUST BE
IN
ACCORDANCE WITH THE UDD.
I P Wr \ A2 OF SPRIN /
N N/F 20, PUBLIC
EDWARD FRCQNC ` / Y'"'NNM P7RY CREEK
ACC
ACC
B. IN THE SECTION OF THE STREET WERE THE MULTI-USE PATH PARALLELS THE COMMMOAL STREET. A SIDEWALK WILL
NOT BE REWIRED ALONG THAT SIDE OF THE STREET.
49.35 ACRES
\
t4 FAON6TREW _ 'T
/1 EASEEM NT
14 GOAL EY NICE AREA `1 \
4248
NOT PLATTED
. BUFFER LEAS WILL BE IN ACCORDANCE WNN THE UDO EXCEPT THERE WILL BE NO SUFFERS REQUIRED WHERE
DEVELOPMENT IS ADJACENT TO THE CITY OWNED PROPERTY.
ZONED R-i
I
7JZN I
/
I~/ \
\
D. THE CITY OWNED PROPERTY ADJACENT TO THIS TRACT WILL WIT BE DEVELOPED ALTHOUGH IT IS ZONED R-1. THE QUID
SK411 NOT BE CONSIRED AS SENGUE-FAMILY USE FOR THE PURPOSE OF LWITING HEIGHT OR INCREASING
SETBACK FOR MULT-FNY OR NON-RESIDENTIAL BUILDINGS ADJACENT TO THE CITY OWNED PROPERTY. THE
CASTLB
/ II~ l
`
\
\
®
S
IV
E VARIANC
'
T
\ ROCS
I HR LDIO) l
100 50 0 100 \ \ \ V
PARK
SCALE IN FEET y~ V L\ pARlala~ V \ H ~ i "
E FROM
HE REQUIREMENTS OF UDO SECTION 82AIO SOCKS
IS REQUESTED TO THE EMIT HUNDRED FEET
(501Y) BLOCK LENGTH REQUIREMENT. NO PUBLIC SMEE1S ARE PROPOSED TO CONNECT TO CASTLE ROD(
PARKWAY WUIIW THIS DEVEIDPIET. THE BLOCK LENGTH ALONG aN 114 SOUTH SGT-OF-WAY OF CASTE ~
A
AR41a STREAM
~-T - - 1 ONVEYANCE
z'
LJ v
~
P
THW
Y
PAADWLY IS 850 FEET WITHIN THIS DEVELOPMENT AND 1,310 FEET TO THE FIRST INTERSECTING STREET IN THE CASTLE
WROCK SUSID SION THE ROCK LENGTH ALONG THE MONTH RIGHT OF WAY OF ITHIN THIS DEVELOPMENT AND 1.9W FELT TO THE FIRST INTERSECTING STREET IN CASTLE ROCK: PARKWAY IS 760 FEET
E CASTLE ROCK SUSDIASION.
rWwK Tyr /
l
mryL
A
A
_ rl PAMLG y
~ N PAAOW- PAdWG
F~A
m
F
ITEMS NOT INCLUDED IN THE RE
UESTED
A
MgNS WITH THIS POD
MEET
R
REYF
T
E UW
OF T
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A
.
W
I
EWI
N
.
Q
WILL
ALL
S
H
CASTLE ROCK 10W9O1
.
PRNATE DRNEWAY A ~ / \ \ \
A\ \ / 9s FROM STREAM ^1 ~A9: u
\
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\
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ND
'
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6. PUBLIC /LOSS F.ASDETI7S OR RIGHT-OF-WAY WILL BE DEDICATED TO ALLOW FOR THE CONSTRUCTION O THE MULTI-USE
PAM SNOW ON THIS PAN. THE DESIGN AND CONSTRUCTION PLANS. THE ODYUTDN OF LAND OR ACCESS EASEMENTS AIID
A FINANCIAL GUARANTEE FOR ITS CONSTRUCTION FOR THE MULTI-USE PATH WILL OCCUR WHIN F1MSC 1 OF THE DEVELOP
EM THIS
ON OF
PROPERTY
USE
M
Y BE CONSTRUCTED N P1WISE
S DE
OP
EM
0.7
A5 O
EACH PORT
THE M
,
,
\
\
°
°
CROSS ACCESS EASEMENT PNN
COA'EYANCEMEAI
\
°
A
$ A
Y
0
1
N
I
A
THE TRACT OR W THE
/DJALL'Nf TRACT.
\ \
II I
GARYNSEABACK I I \
153.22 ACRES \ \ l\\ \ \ / ` I
\
/
\
\ \
COLLECTOR STANDARDS FORS/GTSS~/DWrEWAY SPACING. WITH A MINIMUM 24-FOOT PAVEMENT LOOM (ON 26-FOOTEWIDTHNIF
BUILDINGS TALLER THAN 30-FOOT ARE PROPOSED). FIVE-FDOT SIDEWALKS AT LEAST 3-FEET FROM BACK OF CURB W EACH
/
2597/185
\
/
v1PoOM
\
0 - •
N A
VIDE 11TH M1 A,WPS
10-FOOT WDIH F L ALSO SERVE AS THE WL71-USE PATH). PARALLEL PARKING ALLOWED F WIDER
CR
SX
\ ~~F
p
`
-
NOT
PLATTED H ~I ~ OF PI DE PAS T I \
PNMKS TTY}}{ fJ /
'
7
5-SECLOT IS CD
SIRUCIED. AND WILL MEET FIRE LANE STANDARDS.
B. CROSS /DOSS WILL BE PROVIDED FOR TRAFFIC TO GO BETWEEN THE COMMERCIAL DEVELOPMENT MO 114E SFABAC K TRACT
BETWEEN WILLNY D. FTCH AND THE COMMERCIAL STREET. CROSS-ACCESS WILL BE REWIRED THRWGHOM THE SITE IN
~ U , { L---~
~J ♦
ACCORDANCE WITH 11E LIDO ND ALSO TO MUCFM DEVELOPABLE PROPERTIES. ME LOCATION OF THIS C
BE ROSS ACCESS WILL
OETFRYINED T A PUTURD OR SALE PUN 9IBMMAL
CASTLE TOO(
- - yy - _ - \
aH I
° - - - Castle Rock ParkwM ° " ° -r PHASE Z m
- ° - I
- _ ROPOSED EW
- ° • • ° l MiEOC Collector Street - _ -
OR
ER \
J
BE DEVELOPED EXCEPT FOR
9. 1.1 ACRES OF THIS PROPERTY. 0.69 ACRES OF THE SPECIAL FLOW HAZARD AREA. WILL NOT FR ADJACENT
TREES THE PL4NTWG OF HKDI LANDSCAPING MAY BE COUNTED FOR RE U
DEVELOPMENT THE APPROXIMATE LOCATION OF THIS 1.1 ACRES Is SHOWN ON THIS PLAN. THE UNITS OF THE 1.1 ACRES
HE PAN.
WAS DETERMINED Bry USING A HI OR 25 FOOT SETBACK FROM THE SOUPY CONVEYANCE ~ AREA YU
EAGTANS
T NOTED THAT ON MAY GE
Gmm
IS PROPOSED
FOt THUS ARIEA
TERFFOE THE
NEIL CA
NOT BE
-
\
l \
i " Future Castle Rock ParkwaP ~aPPiox) - - _ _ \ \
1 r PI - I
• ^ . \ V
I ~
\ \ \ \
\ \ P.mAING\\ I
~ r100 E711(PLOODPI
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N
a
.
N
DEVELOPMENT
mm Br
FOR THE No ADVERSE IMPACT NANCE REQUIREMENTS.
THE
10. PEOSIRAI AND BICYCLE CRCUATO! WILL BE PROVIDED THROUGHOUT THE PROJECT AS REWIRED BY THE LIDO. THE
PUBLIC P
AND
L
D
SHOWN TO P. CROSS ACCESS WILL RANT A SIOEWNK OR
T
\
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(Pfy~aN~ PTw) ~
I _ FFICE srn M
/ - J \
I
ATO
OCA
AMID
-
MUL
USE SE PATH M EACH PCX SIDE. EYICT LOCATION NlD DETAILS O THESE FACILITIES WILL BE DETERMINED AT PUTTING OR
EXACT
SITE PINT &'BMMN. GSRF ROCK PARKWAY WILL HAVE SINE LANES AND SIDFWNKS ON POI RIDE
11
THE DEVELOPMENT WILL BE PHASED IN SUCH A MANNER TO LIMIT THE iPAFFIG ONTO CASTLE SUCK PARKWA
FROM THIS
`-C
t
~ PNrANO I., U I \ _ _ ONVEYANCE I'
vAVnNG
1 r PAAIaNG / / _ PATHWAY X I ~ !
v
Y
ARI
.
Y
DEVELOPMENT TWDUOX ME CASTLE ROCK SUBDNISM. DEVELOPMENT THAT HAS ACCESS TO ONLY CASTLE ROCK PARKWAY
AND NOT TO WILLIAM D. FITCH PARKWAY OR VICTORN AVENUE WILL BE ANTED SUCH THAT THE TOTAL PROJECTED TRAFFIC
FROM TH
DEVELOPMENT IS LESS THOU 42
N'8
D
P
T
i
% / \ L100-17W •
V1 iV V % PLOODPLId ♦ !K'•
L \ U /
'
.
A
IONAL DEVELO
0
MENT ODULD NOT OCCUR UNTIL ACCESS TO WILLIAM 0.
DI
FITCH OR VICTORIA AVENUE IS PRODDED.
5try: NOTES,
~ - (PeNDWC
PIANMG AV A~~\ V\~A\
PRR LDNA) J \ A
LTA-FAMILY ~oroa rv~ 1 v
) / E / \ 1 _ I \1 \ \
TAT\'
A 4, I\ , : PAWG A. SE / \ \ \V \ Cc \
'
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t
E BEE BEN SHOWN AYH AS M HEREON WU R REFERRED TO THE NA D-83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT
1. THE PROJECTION. CE CENTRAL ZONE. RAL NENIEO ED THE GROUND.
Z. THE SITE AOQES$ IS 529 WILLIAM 0 FRCM PARKWAY. COLLEGE STATION. TEXAS.
3. A PORTION OF THIS TRACT IS WITHIN A SPECIAL ROOD HAZARD AREA ACCORDING TO THE FLOOD INSURANCE RATE WP
(F.I.R.M). COMMUNITY PANEL NO. 4804ICO205 D. EFFECTIVE DATE 2-9-2000. A PORTION OF THIS TRACT IS IN THE
\ I I ti
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A `'I~ LTA` \ \ yWCEU'" , r F 10416 AC I \ \
ZONE AL VOL 4974. PG. 241
PYNNO
.
MW A A COVENANTS
COND!
t
FLOODPLAIN
ESTABLISHED IWIS P THE PENDING LOYR. PREPARED BY WALTER P. YOORF k ASSOCIATES. NO FiLYIOWAY HAS BEEN
4. CASTLE ROCK PARKWAY IS A 2-LANE "OR COLLECTOR (CENEML SUBURBAN CONTEXT) ON THE THOROUGHFARE PUN.
VICINITY MAP
V
B
.
\
PARKING v RESTRICTIONS
\
LEGEND $
ZONED
T1 \ SE', \ LN1p8PL1rN / R-1
V OPEN SPACE/CONSERVATION y
~,A AAA HISS \ FSJN' }v lr. 'IPfR lfYli/ STRETJI
NEIL
A
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PROPERTY LINE AND ZONING CHANGE A9
'
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C
l
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~ ELY ~ ~J/ ~
~ A GAR497
1 ~ ~ oNYEYAN --A2
SEABACK 1B6
'A 4153.22 ACRES PATHWAY 1RIBIITARY' ( ! cASLL W~OI / /
153.22 / ( 1 PXAx Tc %
d 1 I OF SPRING 1
T
74^FROM STREAM 1 HPUT VN)p6 w
2LID A-0 t G ARE
NOT PUTTED CREEK
(
CONVEYANCE A t Z OLEO POD ;
Al A \ LONA
~
BOUNDARY
FUTURE N7URE RIWIf-OF-WAY (APPROX.)
- - - PROPOSED RIGHT-OF-WAY (APPROX.)
OD-YEAR -N LINE
_ _ _ _ _ FNY SUBJECT
t(
)
1 rA v v vwrmNO . /
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Y
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- - - - - 1E0-rvR PaOewN uNT
PROPERTY
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BOUNDARY 'W
_ - • - sn rw CONVEYANCE PATHWAY
STREAM CENTER NE (APPROXIMATE) SH w
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153]2 ALES CONVEYANCE AREA / .1 1, ~..3uoMSL
2517pes ~COMMER m PARKING / MA9E!W PC I ~ + 1 I I
ZONED A-0 II I J i r AOL N29. a
MOT PLATTED 11111 J LJ C S
/
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w PM1LG '
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\ /PPROIOW1E BUlDIL6 LOCATION
ID DISTURBANCE AREA
(/~7 PUBLIC ACCESS EASEMENT
Nm'iO9CAl9
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I
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ONVEYANCE
IA v~ 1 ♦ PATHWAY
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CONCEPT PLAN
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,YIIDPL1Nd~ ~'-I -t -
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I
19.74 ACRES
PHILLIPS SQUARE
~
PARKING PARKING (Mrs
I PARKING
ROBERT STEVENSON SURVEY, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1"=100' SEPTEMBER 2010
AuL
S H 40 William D Fitt
OWNER:
Or-- P-MN H n..N Ltd.
4490 Caa6poN Parkway
F
Fl10H sH W
~R0.W.YAAES (4104)
CaLMNIU Skfivn, TX 77845
(979)690-7250
_ - -
(
- \ ! VOL 7926 P` / ~I oTMS'PwNC
CREEK
-
SURVEYOR: ENGINEER:
DNXW C-d-grw, RPLS Na. 1562 SCHULTZ ENGINER
EING. LM
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CARL MAGNO S g, An. PD Bwx 11995
274 0hor Pad College Station, TX 77842
Tx 77801
Br
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(979) 775-2877 (979)761-7900
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