HomeMy WebLinkAboutDrawings; FINAL PLAT NOTES:
GENERAL:
1. (0/D.R.B.C.T.) DENOTES OFFICIAL/DEED RECORDS OF BRAZOS COUNTY,
TEXAS.
2. THIS TRACT DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY
DEPICTED ON F.E.M.A.— FIRM COMMUNITY PANEL NO. 48041C 0325E, MAY
16, 2012.
3. BASIS OF BEARING: BEARING SYSTEM SHOWN HEREON IS BASED ON
GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION.
4. ALL PROPERTY CORNERS ARE MONUMENTED BY 1/2" IRON RODS
UNLESS OTHERWISE NOTED.
5. RIGHT—OF—WAY DEDICATION OF ALL LOCAL STREET DEDICATION WILL
CONSIST OF 1.497 ACRES IN TOTAL.
6. ALL UTILITY EASEMENTS MUST BE CLEARED OF ALL BRUSH AND TREES,
IMPLYING NO LANDSCAPING OR PERMANENT STRUCTURES WITHIN THE UTILITY
EASEMENT WILL BE ALLOWED.
7. UNLESS OTHERWISE NOTED PUBLIC UTILITY EASEMENTS LOCATED
ADJACENT TO THE STREET RIGHT—OF—WAY ARE 15' WIDE AND REAR PUBLIC
UTILITY EASEMENTS ARE 20' WIDE CENTERED ON THE COMMON REAR
PROPERTY LINE OR WHOLLY CONTAINED IN SINGLE ROW PROPERTIES.
&. D;MENSIONS SHO�pTd IIITERiOP. TO THE LOT, ALONG CURVES, BEGINNING
WITH "A=" ARE ARC LENGTHS.
9. THE INSTALLATION OF STREET LIGHTS WILL BE REQUIRED AND INSTALLED
IN ACCORDANCE WITH SECTION 8.2.A.20 OF THE COCS UNIFIED
DEVELOPMENT ORDINANCE.
10. PRIVATE DRAINAGE EASEMENT-
- LOCATED ALONG THE REAR PROPERTY LINE OF LOTS 1-6, BLOCK
4 & LOT 1-7, BLOCK 8 & COMMON AREA "00".
— THE CONSTRUCTION OR INSTALLATION OF ANY DRAINAGE
OBSTRUCTION INCLUDING, BUT NOT LIMITED TO, VEGETATION, STORAGE
BUILDINGS, ETC... WITHIN THE PRIVATE DRAINAGE EASEMENT IS PROHIBITED
AND SHALL BE REMOVED BY THE HOA, IF REQUIRED, AT THE OWNER'S
EXPENSE.
— THE PROPERTY OWNER WILL ALLOW THE HOA ACCESS TO, AND IF
NECESSARY, MAINTENANCE OF THE PRIVATE DRAINAGE EASEMENT.
— THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING A
HEALTHY LAWN IN THE PRIVATE DRAINAGE EASEMENT.
11. PRIVATE DRAINAGE & DETENTION EASEMENT:
THE PROPOSED DETENTION FACILITY "POND 8" AND THE VARIABLE WIDTH
PRIVATE DRAINAGE EASEMENT FOR THIS DEVELOPMENT IS TEMPORARY AND
WILL BE REVISED WITH FUTURE PHASES. THIS DETENTION FACILITY WILL BE
COMPLETED WITH THE CONSTRUCTION OF SECTION 7, PHASE TWO.
HOMEOWNER'S ASSOCIATION (HOA). -
1. BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE PDD
REZONING PER CITY ORDINANCE #3079. THEY ARE GENERALLY AS
FOLLOWS:
SINGLE—FAMILY MULTI—FAMILY
FRONT 20' 15'
STREET SIDE 15' 15'
SIDE 5' 5'
REAR 20' 20'
2. ALL COMMON AREAS AND PRIVATE ACCESS EASEMENTS ARE OWNED
AND MAINTAINED BY THE H.O.A. SOME COMMON AREAS ARE WHOLLY
ENCUMBERED BY A PUBLIC UTILITY EASEMENT OR PRIVATE EASEMENT AS
INDICATED IN THE COMMON AREA TABLE.
3. H.O.A. EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE
REFERENCED IN THE COVENANTS, CONDITIONS, AND RESTRICTIONS OF THE
SUBDIVISION.
4. MAINTENANCE OF THE WATER SYSTEM WILL BE WELLBORN S.U.D.
MAINTENANCE OF THE PAVING, DRAINAGE, SIDEWALKS AND SANITARY SEWER
SYSTEMS WILL BE THE CITY OF COLLEGE STATION ONCE THE SYSTEMS ARE
ACCEPTED BY THE CITY OF COLLEGE STATION. MAINTENANCE OF THE
PRIVATE DRAINAGE AND DETENTION FACILITIES, COMMON AREAS (WHICH
INCLUDE ROADWAY MEDIANS), PEDESTRIAN ACCESS WAYS, AND PARK
LIGHTING WILL BE THE CREEK MEADOW H.O.A.
5. ILLUMINATION OF ALL STREET LIGHTS AND PARK LIGHTS SHALL BE THE
FULL RESPONSIBILITY OF THE CREEK MEADOW H.O.A.
CONSTRUCTION STANDARDS & NOTES:
1. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER/FIRE SERVICE
FOR THIS SUBDIVISION. ALL NEW WATERLINES WILL BE DESIGNED AND
CONSTRUCTED TO THE LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES,
STANDARDS, AND SPECIFICATIONS. THESE WATERLINES WILL BE LOCATED IN
THE 15' PUBLIC UTILITY EASEMENT AT THE FRONT OF THE RESIDENTIAL
LOTS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE
HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A WATER HYDRAULIC
STUDY WILL BE PROVIDED ILLUSTRATING SUCH.
2. THE PROPOSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION
WITH CONCRETE CURB AND GUTTER INSTEAD OF A TYPICAL RURAL SECTION
WITH OPEN DRAINAGE DITCHES. THE STORMWATER RUNOFF IN THE STREETS
WILL BE CAPTURED AND CONVEYED BY A STORM SEWER SYSTEM AND
DISCHARGED INTO EXISTING OR PROPOSED DRAINAGE SYSTEMS. DETENTION
FACILITIES WILL BE CONSTRUCTED TO CONTROL THE PEAK RUNOFF
DISCHARGE TO PRE—DEVELOPMENT RATES. THE STREET AND DRAINAGE
SYSTEM WILL BE DESIGNED TO THE LATEST B/CS UNIFIED DEVELOPMENT
GUIDELINES, STANDARDS, AND SPECIFICATIONS. ALL PAVING AND DRAINAGE
IMPROVEMENTS WILL BE INSPECTED AND MAINTAINED BY THE CITY OF
COLLEGE STATION.
3. SANITARY SEWER SERVICE FOR THIS SUBDIVISION WILL BE BY MEANS OF
A GRAVITY COLLECTION SYSTEM DESIGNED IN ACCORDANCE WITH THE
LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND
SPECIFICATIONS. THIS GRAVITY COLLECTION SYSTEM WILL ULTIMATELY
DISCHARGE TO A REGIONAL LIFT STATION THAT WILL PUMP WASTEWATER TO
AN EXISTING GRAVITY SANITARY SEWER SYSTEM LOCATED WITHIN THE
CASTLE GATE SUBDIVISION. ALL SANITARY SEWER. CONSTRUCTION WILL BE
INSPECTED AND MAINTAINED BY THE -CITY OF COLLEGE STATION.
4. ELECTRICAL SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY
BRYAN TEXAS UTILITIES (BTU). THE ELECTRICAL DISTRIBUTION SYSTEM WILL
BE LOCATED IN THE 15' PUBLIC UTILITY EASEMENT LOCATED AT THE FRONT
OF THE LOTS AND IN 10' PUBLIC UTILITY EASEMENTS AS REQUESTED BY
BTU.
CERTIFICATE OF OWNERSHIP AND DEDICATION
ION
STATE OF TEXAS
Owner
Notary Pub
County, State of Texas
CERTIFICATE OF CITY ENGINEER
1, _—_---__�—_ — City Engineer of the City of College Station,
Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision
Regulations of the City of College Station.
City Engineer
City .of College Station
CER i IF ICA I t OF PLANNING AND ZONING COMMISSION
1, Chairman of the Planning and Zoning
Commission of the City of College Station, hereby certify that the attached plat was duly
approved by the Commission on the day of 20__
Chairman
ATTEST:
Secretary
;CERTIFICATE OF THE COUNTY CLERK
COUNTY OF BRAZOS
I, . _ _ County Clerk, in and for said county, do
hereby certify that this plat together with its certificates of authentication was filed for record
in my office the day of , 20_ in the Deed
Records of Brazos County, Texas, in Volume _`__, Page ____.
WITNESS my hand and official Seal, at my office in COLLEGE STATION, Texas
County Clerk
Brazos County, Texas
COMMON
AREA TABLE
AREA
LABEL
COUNTY OF
00
STATE OF TEXAS
EASEMENT LINE
P.U.E.
PUBLIC UTILITY EASEMENT
P.A.E.
PUBLIC ACCESS ESMT.
PR.D.E.
PRV. DRAINAGE ESMT.
Before me, the undersigned authority,
on this day personally appeared known to
COUNTY OF BRAZOS
BUILDING SETBACK LINE
1
me to be the person whose name is
subscribed to the foregoing instrument, and acknowledged
BLOCK NUMBER
Q
COMMON AREA
to me that he executed the same for the purpose and consideration therein stated.
I CREEK MEADOWS PARTNERS. L.N. owner and developer of the land shown on this plot, and
P.U.E.
designated herein as the CREEK MEADOWS — SECTION 5 PHASE TWO Subdivision to
the City of
Given under my hand and seal on
this _ _� day of
College Station, Texas,
and whose name is subscribed hereto, hereby dedicate to
the use of
20__
the public forever all
streets, alleys, parks, greenways, infrastructure, easements,
and public
places thereon shown
for the purpose and consideration therein expressed.
All such
dedications shall be in
fee simple unless expressly provided otherwise.
Owner
Notary Pub
County, State of Texas
CERTIFICATE OF CITY ENGINEER
1, _—_---__�—_ — City Engineer of the City of College Station,
Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision
Regulations of the City of College Station.
City Engineer
City .of College Station
CER i IF ICA I t OF PLANNING AND ZONING COMMISSION
1, Chairman of the Planning and Zoning
Commission of the City of College Station, hereby certify that the attached plat was duly
approved by the Commission on the day of 20__
Chairman
ATTEST:
Secretary
;CERTIFICATE OF THE COUNTY CLERK
COUNTY OF BRAZOS
I, . _ _ County Clerk, in and for said county, do
hereby certify that this plat together with its certificates of authentication was filed for record
in my office the day of , 20_ in the Deed
Records of Brazos County, Texas, in Volume _`__, Page ____.
WITNESS my hand and official Seal, at my office in COLLEGE STATION, Texas
County Clerk
Brazos County, Texas
COMMON
AREA TABLE
AREA
LABEL
AREA 100 ENCUMBERED
(AC) BY EASEMENT
00
0.087 PR.D.E./P.U.E.
EASEMENT LINE
P.U.E.
PUBLIC UTILITY EASEMENT
P.A.E.
PUBLIC ACCESS ESMT.
PR.D.E.
PRV. DRAINAGE ESMT.
PR.A.E.
PRV. ACCESS ESMT.
B.S.L.
BUILDING SETBACK LINE
1
LOT NUMBER
BLOCK NUMBER
Q
P.U.E. PUBLIC UTILITY EASEMENT
P.A.E. PUBLIC ACCESS ESMT.
PR.A.E. PRV. ACCESS ESMT.
PR.D.E. PRV. DRAINAGE ESMT.
i; a :�• i!►
VICINITY MAP
NOT TO SCALE
SYMBOL & LINE LEGEND
— — —
BUILDING SETBACK LINE
-------
PROPERTY LINE
--------
EASEMENT LINE
P.U.E.
PUBLIC UTILITY EASEMENT
P.A.E.
PUBLIC ACCESS ESMT.
PR.D.E.
PRV. DRAINAGE ESMT.
PR.A.E.
PRV. ACCESS ESMT.
B.S.L.
BUILDING SETBACK LINE
1
LOT NUMBER
BLOCK NUMBER
Q
COMMON AREA
P.U.E.
fi
COMMON AREA
5.00' 5.00'
4 PROPERTY
LINE
C!0
LO
1
10.00' 15' P.U.E.
R.O.W. LINE
Is r N
N.T.S.
CERTIFICATE OF SURVEYOR
STATE OF TEXAS
COUNTY OF BRAZOS
1, BRAD KERR Registered Professional Land Surveyor No. 45n in the State of Texas, hereby
certify that this plat is true and correct and was prepared from an actual survey of the
property and that property markers and. monuments were placed under my supervision on the
ground.
BRAD KERR, RPLS No. 4502
SURVEYED BY: KERR SURVEYING, LLC
409 NORTH TEXAS AVENUE
C
BRYAN, TEXAS 77803
PHONE (979) 268-3195
A rF
FINAL PLPI I
OF
IV V
CjLx.v,hK MEA -DO..... 'A.11,
SECTION S, PHASE TWO
LOTS 24-28, BLOCK TWO, LOTS 9-16, BLOCK THREE
LOTS 1-6, BLOCK FOUR & LOTS 1-7, BLOCK EIGHT
0.487 ACRE COMMON AREA & 1.497 ACRE R.O.W. DEDICATION
TOTAL = 7.764 ACRES & 26 LOTS
SAMUEL DAVIDSON SURVEY, A-13
COLLEGE. STATION, BRAZOS COUNTY, TEXAS
LANUUwNLN 11y1-UNMAIIUN
CREEK MEADOwS PARTNERS, L.P.
c/o OLDHAM GOODWIN GROUP, LLC
2800 SOUTH TEXAS AVENUE
SUITE 401
I _ BRYAN, TX 77802
` EMAIL: Chris.rhodes@oldhamgoodwin.com
r y ,, FILENAME: 0504FP1A jr SCALE: 1:'=60'
3800 SH Nlo. 6 SOUTH., STE. 108G <77845> SUBMITTED DATE: 2/5/14
REVISIONS:
POST OFFICE BOX 9253 DRAWN BY: R.A.M.
COLLEGE STATION, TEXAS 77842
I' CHECKED BY: BRAD KERR
EMAIL: civil@rmeng'meer.com
rmengineel.Com FIELD BOOK: N/A PAGES: N/A
OFFICE - 979) 764-0704 RME CONSULTING ENGINEERS
FAX - (97 1) 764-0704 CLIENT NO. PR
OJECT NO.
TEXAS FIRM REGISTRATION No. F-4695 260 — V 5 0 5
-
1C
8: SHOWN
e
/-1LJ;tJt7lt:YaL13
II,�r+.l> :nn.n i.i!aiy:
<AUJ:U•INtt%
,
I: -,r UN- A I I.U;N:
t
t }} t
i , !
CHORD LENGTH
-
GENERAL:
28.66' 8'00'36"
N 12°19 58"
E
ZR F4'
C2
608.78'
71.95' 6.'46'17"
N 23°35'08"
E
1- (0/D.R.B.C.T.) DENOTES OFFICIAL/DEED RECORDS OF BRAZOS COUNTY,
C3
ADJ #1
\!1f=BER CUSTOM HOMES LLC
ADJ #7
HEATHER B. DAMS
i S
i i
l I
75.00'
20.3.3' 15'32'02"
TEXAS.
E
20.27'
L OT 8, BLOCK THREE
t & t
10� P.U,E.
10,t
PRIVATE
LOT 2; BLOCK THREE
y s 1
I
t {
CURVE
g
RADJUS
2. THIS TRACT DOES NOT LIE . WITHIN THE FLOOD PLAIN AS GRAPHICALLY
DELTA ANGLE
CHORD BEARING
VOL. 11771, PG. 212VOL.
CHORD LENGTH
10362, PG: 115
i t.
!
y {
t i
It i
46 08 03'
N - --
62"12'.5 t"
DEPICTED ON F. . r
E M A.- FIRM COMMUNITY PANEL NO: 480410 032oE, MAY
r -•-
ADJ #2
ORZEEK MEADOWS PARTNERS, LP
ADJ 8
WILLIAM & PEGGY COC R
+. t
t
-- '----- ""J t _
35.3 '
6
r:3-
16, 2012.
r-
nq'
J._�
_7"
0304'58'34"
LOT 7, BLOCK THREELOT
W
1; BLOCK THREE
t
7
65.00`
r
a09`
„
0'30'27
S"57'21"
3: BASIS OF..._
BEARING SYSTEM SHOWN HEREON IS BASED ON
5.09'
C5
o
VOL. 39u9PG..._
39_
39.27'
VOL. PG. u1
._
i -
;� -!- `1-
7
t
s
-�
-
_BEARING:
GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION.
16.09'.
ADJ 1143
ROBERT W. & ROBIN PARR
_
ADJ #R,
PAUL & JENNIFER BUG;JCP
_ -•
{ {
t i y
239.67'
274°38'20"S_
5'43'37"
W
67.79'
L OT 6, BLOCK THREE
.25.00'
2
LOT �3, BLOCK TWO
57°46'09"
\ i I
Ute
24.15'
C9
CORNERS A
4 ALL PROPERTY1/2\
RE MONUMENTED BY " IRON RODS
39.27'
90°00'OO"
V OL. 11368, PG. 111
W
VOL. 11373, PG. 216
' C10
1 i
46.69'
..
S 1'48'10"
UNLESS OTHERWISE NOTED.
46.59'
�- C11
155.00'
35.30'
13°03'01"
N 1'98'10"
35.23'
012
25.00'
39.27'
90'00'00"
ADJ 4
CREEK REEK MEADOWS: PARTNERS, LP
35.36'
!
{
l
1 .
i
t 1
i • S
64 J9 22
S 5L 46 5o
r
t�(
5. RIGHT-OF-WAY DEDICATION OF ALL LOCAL STREET DEDICATION WILL
LCT 5 BLOCK THREE
CONSIST OF 1.49 7 ACRES IN .TOTAL:
VOL. 8989 PG. 39
60
ALL )TIL(TY
UTILITY EASEMENT T C'
S MUS BE .L_
ERRED OF ALL .BRUSH AND TREES,
ADJ #5
&JESSICA RICHMOND
{
0.326 AC
TEMPORARY I
{
_0
%a t
t
SECTION
! aEC TI Nt
120
-_ ..
IMPLYING NO LANDSCAPING OR PERMANENT STRUCTURES WITHIN THE UTILITY
EASEMENT WILL BE ALLOWED.
LOT 4, BLOCK THREE
4
M
EMERGENCY
ACCESS
, ! ___,-_.__.
! :: ) --
PHASE THREE
StuALr". 1" - 60'
�lOL. 11495, PG. 60.._
_
FASF.ME
7, UNLESS OTHERWISE
ERVI SE NOTED PUBLIC UTILITY EASEMENTS. LOCATED
AN #6
MARIA L. ROBINSON
t
ADJACENT TO THE STREET RIGHT-OF-WAY ARE 15' WIDE AND REAR PUBLIC
LOST 3 BLOCK THREE
0
-----
G d
UTILITY. EASEMENTS ARE 20' WIDE CENTERED ..ON THE COM -MON REAR
_
VOL. 9396, PG. 207:
PROPERTY LINE OR WHOLLY CONTAINED AINED (hi SINGLE ROW PROPERTIES
� _-----
-
1C
8: SHOWN
SECTION - --
5, . P 2
RASE
rsr%1 ILIM a r3at t ee-e�
UUUN'uAr T CLURVE DATA
L1 N 81'40'20" t4r
50.00'
CURVE
RADIUS
ARC LENGTH DELTA ANGLE
CHORD BEARING
CHORD LENGTH
C
205.00'
28.66' 8'00'36"
N 12°19 58"
E
ZR F4'
C2
608.78'
71.95' 6.'46'17"
N 23°35'08"
E
71.90'
C3
25.00'
4.40' 10'04'44"
N 28°38'56"
E
4.39'
C4
75.00'
20.3.3' 15'32'02"
N 31"22'35"
E
20.27'
�
t & t
10� P.U,E.
10,t
PRIVATE
SECTION-
�, I�I'IASE �
INTERNAL CURVE DATA
_ _ __
A E DRAINAGE EASE V
10 PRIV T I A EME(T
CURVE
g
RADJUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
1 C1
7 �. QO
0. '
6 39
46 08 03'
N - --
62"12'.5 t"
E
r -•-
C2
_.,
25.00'3
9. '
27
90"00'00'j 0
-N40-16'39"
E
35.3 '
6
r:3-
r-
nq'
J._�
_7"
0304'58'34"
hJ
W
-
, A'
w.0..
C4
7
65.00`
r
a09`
„
0'30'27
S"57'21"
-
E
5.09'
C5
25.00'
39.27'
90°00'00'.
S 49'43'21"
E
35.3E
C6
_.. F
�.00'
16.09'.
36°52'12"
hI 66°50'33"
E
15.81'
C 7
50.00'
239.67'
274°38'20"S_
5'43'37"
W
67.79'
C8
.25.00'
25.21'
57°46'09"
N 65°50'17"
Ute
24.15'
C9
25.00'
39.27'
90°00'OO"
S 40°16'39"
W
-35.36'
' C10
205.00'
46.69'
13°03'01"
S 1'48'10"
N!
46.59'
�- C11
155.00'
35.30'
13°03'01"
N 1'98'10"
E
35.23'
012
25.00'
39.27'
90'00'00"
N 49'43'21"
W
35.36'
GIS
L5.00
nn
L O.J6
64 J9 22
S 5L 46 5o
r
t�(
n
20.86'
SECTION 5
.~ , ,I PHASE 2
1
BOUNDARY I'dE .DATA
8: SHOWN
DISTANCE
L1 N 81'40'20" t4r
50.00'
L2 N 20"17'16" E
46.64'
DIMENSIONS INTERIOR TO THE LOT, ALONG CURVES,- BEGINh111t1G
50.51'
`
L4 1\I 50"51'2d -' W
20.00'
WITH „A=» ARE ARC LENGTHS.
✓
l 1
! t /
9. THE INSTALLATIONOF STREET LIGHTS WILL BE REQUIRED AND INSTALLED
� �•
+
-
:.-�-'�;. " i ' 1
i
y E�
IN ACCORDANCE WITH SECTION '8-.2.N.20 OF T HE CoCS UNIFIED
: 7t
DEVELOPMENT ORDINANCE.
� ,,�• ,,
= t` t'
I
t & t
10� P.U,E.
10,t
PRIVATE
-- _
_ _ __
A E DRAINAGE EASE V
10 PRIV T I A EME(T
GOCS .SPS
_ t
MARKER:
c i t
t _
/
{ , EASEMENT t
1 SEE MOTE
i
SECTION 5
.~ , ,I PHASE 2
1
BOUNDARY I'dE .DATA
LINE- BEARING
DISTANCE
L1 N 81'40'20" t4r
50.00'
L2 N 20"17'16" E
46.64'
1-3 - N 69-42'44'.' ,tot
50.51'
`
L4 1\I 50"51'2d -' W
20.00'
\ i
1i
\ P
_ f \ _ 1YOT TO
SCALL
✓
pp
J Gf
Ll
M
!�
f
CREEK MEADOWS:
SECTitON .5 PH. 2
ft
t
MA P
' NOT TO SCALE
v�
COMMON AREA TABLE
AREA ARE100% ENCUMBERED
LABEL (ACL' BY EASEMENT
00
- LOCATED ALONG THE REAR PROPERTY LINE OF LOTS 1-6, BLOCK N0. 134 ,BEAR,,
- - --
4&LOT 1-7 e > ss i t ! f r
BLOCK 8 & GOMON AREA 00 . 7 `, I i / ; i ab �'°
N 48 _ . 42 7i i _ 00 f5' \ 1.008 AC '
10 P.U.E. & 10 t ! 49 � �. i ;
i /4.00 - -? \ TEMP
- THE. CONSTRUCTION OR INSTALLATION OF ANY DRAINAGE � Y,; _,: r � TEMPORARY
t y { t t ao T
,i _t PRIVATE DRAINAGE 4. - - - I -
OBSTP.UCTION INCLUDING, BUT NOT LIMITED TO, VEGETATION, STOP,AGE �4h. t i ! i i 1 ? _ - '� €� f �L_DRAit{AGE EASEMENT
v1ENT [
BUILDINGS, ETC... WITHIN THE PRIVATE DRAINAGE EASEMENT IS PROHIBITED l i EASEMENT (SEE NOTE i t } 74 -pp - _ - - y r � �
a ~ �. (SEE FINAL, PLAT
I f► .�. 1440,05 so.o2 _ _ , 1� ,.
AND SHALL BE REMOVED BY THE HOA, IF REQUIRED, AT THE OWNER'S F i / #10} 0 39 E ; p,p0 � -- I t to 7xv MOTE 11`
! Cal c ° 54. 5IT
EXPENSE. i / i 0 : C:- n ' �{ I� a!1
r t� ,
80.7U _ -C,3_
r• 1 y r
THE PROPERTY OWNER. WILL ALLOW THE HOA ACCESS TO, AND IF 1 t ' N �? - 2 c G„J�r �� -'x
A 66 t 01 N g +�' o o_ P.U.E. PUBLIC UTILITY EASEMENT
NECESSARY, MAINTENANCE 0. THE P,i ✓ TE DP.fiiNr GE EASEMENT. 80^ _ o 0 6 _ _ N 3 , t �� �°
8'0:66 _� -` ,
-- ' P.A.E. PUBLIC ACCESS ESMT.
Tric PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING r1 ?0.76 - t I c't o a Co o „t - i o (ry '
>� 5 r,t r !/\4\/
h ♦�, ,
"
HEALTHY LAWN IN THE PRIVATE DRAINAGE EASEMENT. - 75:05 -- - i t t til ¢ a ✓ x <n'' ;t- t `�' ! I4'i PR, A, -E, PRV, ,: ACCESS ESMT.
t r 1 N �' _ J L_ bl oo �� PR.D,E. PRV. DRAINAGE ESM
1.1. PRIVATE DRAINAGE &. DETENTION EASEMENT: t ut '' o i J/ '
- o ;'r! r ; J _ � 6 cn ! i d rj d j r t 1 9, P I F 5 4p' � �. � / � !moi \ 7�. �
i
i
..
THE PROPOSED DETENTION FACILITY POND 8 AND THE VARIABLE WIDTH p _ o d - 5� "'� ! N t ct { �. t I .l 1 n\ 4�� i
d o ct o 4 v, t t l p v, l 1 t i i ,] _ ,� r yti 0,
w r,,Io 8 z p_ t� _ P s 1;
PRIVATE DRAINAGE EASEMENT FOR THIS DEVELOPMENT' IS TEMPORARY AND 1 ` d 3 N t rn ' i a ! ! _ _ S 10' P.U.E. j r� ,
o _ o tr o �� ,
WILL BE REVISED WITH FUTURE PHASES. THIS DETENTION FACILITY WILL BE nt cn !�i z 4 j , ! �tx 0 f 5,00 la ..-►1 5.00'
I j �,! �! t TYPICAL SID \ -4 _ 74.00 74 m' \
COMPLETED WITH THE CONSTRUCTION OF SECTION !, PHASE TWO. r0 t - �' EASEME(IT i I - p G u 1
Crl W ;,i' A ,> { t _ _ - -- . -`' '` 55.00 r 4.0 9v9. 0 f
C� N� ! i SEE DETAIL _ . J N t- CS N 8516'39" E-_° ° T
o� r w � PF?OPER'TY
HOMEOWNER'S ASSOCIATION (HOA i v> t t - -'� : _" _ -_ 61.56' G0 LINE
- !r _ L
_.__ _._ I TiMBER CREEK LN28 /
.� ! , I 1r1:lp
I. BUILDING SETBACKS SHALL BE (N ACCORDANCE URDANI t +Ar? I H THE 110
PDD s ,
REZONING PEP. CITY ORDINANCE #3079_ THEY ARE GENERALLY AS � A=13.57" _ J
80:66' LO P.U.E.
FOLLOWS: _ - 80.66, 80.66 >~. r
( 15 P.U.E. 67.27 N 85°i 6'39 E-451.51' GREEK LN. S 8516'39' W-13:53' L8 c, n
n TIMBER 36.53
i
_ � : , � .+td. ., o, 95.00 � � 20' P.U.E. i _
,,.0 } c L
SINGLE FAMILY MULTI -FAMILY � ,/ .��'• TYPICAL SIDE (oC) ��.� -'! -- t` -` ___. � �'' �'`'"� /
p' G1 EASEMENT—\ 50.43 - t �'`..�� �, - -
FRONT 20' 15' L4
, ,> » 77.50' _ \1, /
STREET SIDE 15 15' SEE DETAIL A \ 584.44' n {
t-, ` S 8� 16'39-' W- r --r ori 77.50` i` -` �" ��" � � i 1 � �` . Q P'���• 'J �A,>. � f, ,�'\'�� � 1 O.00' .{ rJ'
_ - _ - -1t - P.U.E.
5' S, r,. u _ _ _ - o , ca 1
SIDE �4 4 _ ! t r o -
77.50 jj
REAR 20' 20' 7.50: 77.50' - _ 1 - --} ! (`_ ! { 1 i , d o 251 ! J ! r
Ld
o
59.0' - III Uj x-15' P.U.E. ! t
2. ALL COMMON AREAS AND PRIVATE ACCESS EASEMENTS ARE OWNED Z � - - - 'f (� t i 1 � - �' - �- � 4 =- '� a �
AND MAINTAINED BY THE H.O.A. SOME COMMON AREAS ARE WHOLLY !_ `VE o 1�5) �i-o s"' q �� L _ 5 85'16'39" +N_ y �� t j� tom*\\-R.O.W.i
ENCUMBERED BY A PUBLIC UTILITY EASEMENT OR PRIVATE EASEMENT AS �� ! 14 d"tN ~' N o -t cn _ 27 f LINE
( =!o r> 1,to X13 iv t �yct 16 t.+. f i �r 26 co. - / i
o 0
INDICATED (hl THE COPrIMOi! AREA TABLE. re , , , 1 s iy i L co1 TYPICAL SiDE of
- 0 - > 1 ✓FA
3 t 1) ! `a ! v �n c5 " 6 c, 20' P.U.E.-- �' �1
(� yy �. o + EASEMEP.II t "A"
P $:1SIDE .
10 d' " cv o z `r N V I ! i IY] �; .i ;�' ! f „ �'
3. H.0_A. EASEMENT ACTIVITIES AND/OP, iNFRASTRUCTURE WILL BE t r, � � � � ! � o �; i SEE DETAI A Y .I DETAIL EN T
REFERENCED IN THE COVENANTS, CONDITIONS, APlD RESTP.ICTIONS "' a _ _ `� J J n 24 r wt _
OF THE � , `~ -
r� kk o 10 P.U.t. t t € ! - - - - - 81;,43' , t = t j �`
SUBDIVISION. % a t _
- 50 („ % \ 10' P.U.E. r N T.
! t __._ ^ .._. ---, - -' 77.50'. S.
` 1• � � -
_ 77. Dc
,r cc7
4. MAINTENANCE OF THE - WATER , i - t _ 4,
SYSTEM WILL BE-., WELLBORNI,ELL30RP1 S.U.D. t u
z
MHI �
r
5
z _
NTE! ANCE OFNow
...- __ !
THE PAVING,
RA(1 AGE SIDEWALKS AND SANITARY _ .� i
A TAR Y SEWER � - 0 _ SSI _ ss _
_.... _.._ 77.5 _ � a i
L - 8516
39 t -
SYSTEMS WILL BE THE CITY OF COLLEGE STATION ONCE `THE SYSTEMS ARE 135.48 S 38 /
{ } S8
ACCEPTED BY THE- _ g 9 /
CITY OF COLLEGE_ STATION. MAINTENANCE 1 t 10 P.U_E.113.74? j
Eh ANCE OF THE I I ,_ , � �.
PRIVATE DRAINAGE ;AND DETENTION FACILITIES, COMMON AREAS (WHICH t ! t (8989 9) t
I ! ! ADJ 8 1a
INCLUDE ROADWAY MEDIANS), PEDESTRIAN ACCESS WAYS, AND PAP,K ! I ! ADJ 7 15 P.U.E. ADJ 9 } 1;t" ,� U/ CERTIFICATEt= t t /r`
LIGHTING WILL .BE THE CREEK MEADOW H.O.A. r t (A�DJ�& t J (8989/39) O - �F SURVEYOR
L YOR
ADJ 4 t ADJ ! `� --�
5. ILLUMINATION OF ALL STREET LIGHTS AND PARK LIGHTS SHALL BE THEi ADJ 3 ! II 1 898 10' P. U. E. STATE OF TEXAS
t ADJ 2 � 1 I
FULL RESPONSIBILITY. OF THE CREEK MEADOW H.O.A. ( 9/39)
� ADJ 1 ! ` +
COUNTY OF BRAZOS'
CONSTRUCTOR! STANDARDS & NOTES:
1. WELLBORN SPECIAL UTILITY. DISTRICT WILL PROVIDEW t ! l I ;R P i' P
WATER/FIRE SERVICE ! /' BRAD HCP_ R_gts ersd Professional Land Surveyor No. 4502, m the State of Texas, hereb
FOR THIS SUBDIVISION: A NEW WATERLINES ! t =� - l Y
I_I_ hJ_ WILL BE DESIGNED AND ! , t ! � _ � certify that this pia{_ts true and correct and was prepared from an actual survey of the
property and tha pr -o ert • markers and monuments w
CONSTRUCTED TO THE LATEST B j`CS UNIFIED DEVELOPMENT GUIDELINES,
! P Y were placed under my supervision on the
ground.
STANDARDS, AND SPECIFICATIONS. THESE WATERLINES WILL BE LOCATED IN SECTION 5 ,A.'`\.
Ca' W
THE 15' PUBLIC
UTILITY EASEMENT AT THE FROhJT OF THE RESIDENTiAL �
OF
PHASE t�FPASEIE NOW OR FORMERLY THESE WATERLINES WILL PROVIDE THE REQUIRED FLAWTO FIRE SOUTHSlDE RANCH LLC
(VOL. 8993, PG. 20HYDRPNTS TO MEET FIRE PROTECTION REQUIREMENTS. A WATER HYDRAULIC VOL.• 89$9r PG= 39q
STUDY WILL BE PROVIDED ILLUSTRATIkIG SUCH.
_✓a,,
t,zt
1 ! (CALLED 50 ACRES}
E3111 -U), KERH
t
2. THE PROP
t
OSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION
�� n t
WITH CONCRETE CURB AND GUTTER INSTEAD' OFA TYPICAL RURAL SECTION,
t4fiTH .OPEN OF?AIfVP.GE DITCHES. THE STQRRJWA,TER RUNOFF IN THE STP,EETS
:.
WILL BE CAPTUREDRPL�
B KERR
AND CONVEYED BY A STORM SEWER SYSTEM AND t ! I ! , JJ .4502 �? + ✓
DISCHARGED INTO
t.
EXISTING OR PROPOSED. DRAINAGE SYSTEMS_ DETENTION
J
FACILITIES WILL BE CONSTRUCTED TO CONTROL THE PEAK RUNOFF.
KERR SURVEYING, LLC
1 _
DISCHARGE- TO PRE -DEVELOPMENT RATES.. THE STREET AND DRAINAGE r � t I s � + SURVEYED BY, __
SYSTEM WILL BE DESIGNED TO THE LATEST B/CS UNIFIED DEVELOPMENT t 1 1 t t { I ! 409 NORTH TEXAS AVENUE
GUIDELINES, STANDARDS, AND SPECIFICATIONS. ALL PAVING AND DRAINAGE t ! ! I t I BRYAN TEXAS 1 _. ___ __ _. _ _... _ . � t 1 � , A 7733
IMPROVEMENTS WILL �E INSPECTED AND MAIN IAINED BY THE CITY vF PHONE (979} -.3195
) ?68
COLLEGE STATION. it I , ! - I I t
3. SANITARY SEWER SERVICE FOR THIS SUBDIVISION WILL 6E BY MEANS OF
A GRAVITY COLLECTION SYSTEM DESIGNED IN ACCORDANCE WITH THE _ _ ` ! PTLATEST B CS - �------ - -jL
NAT
/ UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND - � - � I - ! � !
SPECIFICATIONS. THIS GRAVITY COLLECTION SYSTEM WILL ULTIMATELY - f ! _
t t i t
JIL
DISCHARGE TO A REGIONAL LIFT STATION THAT WILL PUMP WASTEWATER TO t t ` ,
AN EXISTING GRAVITY SANITARY SEINER SYSTEM LOCATED WITHIN THE 1 t t ; ' t OF
,
_CASTLE GATE SUBDIVISION. ALL SANITARY SEWER CONSTRUCTION WILL BE
A
i� ri
lA niL
L.J L
LSI
r. 1 _
n t � nL
N _ nlr _ i
I SPECTED _. n t Ir _
AND :M .- . ,nl
MAINTAINED AI ED BY
THE -u
TY OF COLLEGE _ __-- Y ..._ _, , : ,.
LLEUE STATION: _ _ �..0 � t a i r �i , x a , �.... '
Til iCn s L. V ` _ . .._ ,._.._.^...� ......_
IV V V
I `#
-z n r `�
TI r 1 S I/1{i
1r, h e i
s I1rnVI- I'LANI`III`
v� nl'�I%r �Vsysi'�Iv �QMIYIISSLOW
MEADO
Lr F s C n t-... k. _
ELEC S. Pu.7 FOR 71HIS SUB , ,SI .,u t t 7 3, -
- -- -- - -----'-" : `-- rr. RI- PROVIDED Rr;Fn t�Y 1.. ..1._ , . _,F ,_ COUNTY OF � S
_ _� - .. ,, - ,.,...,..... :.... ::.,.. _, .. , . STATE OFT i
QC�•ht. TC�„C Ii,It 1Tt�� IG ,. tl TUC C
7 f T�I(`nt DISTRIBUTION SYSTEM hr + / - v ..
EXAa
,,, _..,._, it i
o -.
`�E., 1..,,E D, , ! J ....I. . .
I � _
� ✓ �, .�U Iii .J1.lTE1V1 WILL _ll. .L a..�.._,.. .. t ^-�--- - �, � - -
�1 -_ .,hair t '
_ _ _ the Pla it i+-
oet r - appeared Planning 7
ar-d Zoning
9
Before I:l.., rn� r:nu�r�tgneJ auuiur�r , °n u�ts Juy ersoria(I tN' � 3 TWO
11 1 1 1 "CTION 5 V
Y p' y�_. kr own r0 Commission of the City of College St tion, hereby c � tha' the plot BE LOCATED IN THE 15' PUBLIC UTILITY EASEMENT LOCATED AT THE FRONT COUNTY OF BP,AZOS me to be the person vrhose name is subscribed to the foregoing �� Y ) a tacn,ea pias was dui � � - - I
o egoing Instrument, and aaknowied ed L Y LOTS 24-28, BLOCK TWO, LOIS 9-16 BLOCK THREE
9 ap ve by the Com iii on the -�--- d°)' °f -- ---- - ---� 20,_ � '
OF THE LOTS. ARID IRI- 10' PUBLIC. UTILITY EASEMENTS AS .REQUESTED BY to me that he executed the same for the purpose and consideration therein is �- _
BTU. I CREEK MEADOWS PAR TNE!{ t_. owner and developer o? the Ion sI ✓, on fi i� t�+ r,nrt LOTS 1 6, BLOCK FOUR & LOTS 1-7, BLOCK EIGHT
designated r i_v.i. _.. i .. i F•- Given under m nn ,, II r, __ E C'
g ted herein as rhe CREAK MEADOWS - SECTION 5 PHASE TWO Subdivision .to rhe Cit of y hand and seal on this _____ day of SUV U �_____ --- O=O8 - .OiVIMOl11 >t',t�EA & i :�I7 ACRE R:n:W: DEDICATION
7 kCR
Y 20�t - Chat t `- TOT
College Station, Texas; and whose name is subscribed hereto, hereby dedicate to the use of - AL = 7, t 64 ACRES CX.
c ~ - _ ---_ATTEST: 26 LOTS
the public forever all streets, ails
P , y.-, parks, greenways, infrastructure, sassmsnts, and pablic I
c' places thereon shown for the purpos and consideration therein expressed. All such -
SAMUEL DAVIDSON SURVEY, A-13
„Y :,,.. _ eco �S\ c r „
V �, _` - dedications shall be e simple unle expressly provided otherwise. gid'• UNDSEY RO YN LID ICO -- _ GOL�Et�E SIATIO:N, BRAZO� COUNTY TEXAS
° R
. ai �: a• Notary Public, State of Texas Secretary
COUNTY,
My Com , Isston tcxpi►es I LANDOWNER INFORMATION
.- 'ur-` - °rEOFtE+' May�10, 2011 ,�
- - : CERTIFICATEOr S, L.P,
THE COUNTY CREEK MEADOWS PARTNER
c /o OLDHAM GOODWIN GROUP, LLC
Owner ubll County, State of Texas
Own R o P" c
4 28 AS
�; cv; r11
STATE OF TEXAS = �. OO
rz
t
! SOUTH TEXAS AVENUE
._ �iJITE 401
` = CERTIFICATE OF CITY COUNTY of A7 - BRYAN, TX 77802
s � � ENGINEER BR ._Q, �` _ -�-=__ �,
•. �Q
• MA1L: Chris.rhodes@oldhamgoodwin.com
- _ = - ;� c; ..,_ I -- - -- -- -----> Count Clerk in and for said „ ti »
- �1i� __-_--____ Cit En ineer of the Cit f Colle e Sta ' - Y aid county, do f FII_ENALIE. Q 04FP1A SCALE: 1 =6Q
4 "1 _ tri i ..� �i �... r ,�. C r.; - __
r• - „ - e1 = _L r r,.. ;- P Y 9 Y g tion, hereby certify tha is lot together-r,y ith i s certificates of a
j _ T_xas, hereby certify that this Subdivision Plat conforms to the rer ' P n py uthentica ion was filed for record
r L _luir_ments _f the Subdivislon SUBMITTED DATE:, 2/5/14
r,.. ,�; - c _ in my office the ___ day of
-,, � )
it. 4 :X:4 �: G - L F Regulations of the city of college station. n �r --- v- ----------- - 20� -, in the Deed 3800 SII No. 6 SOUTH., STE. 108G <77845> _
Records _f C.a_ C.nuntr/ Texas, in VOI e e
- a, 7Pag_ POST OFFICE
E n 9253 RtV(sI01�ls:
2 G.: . «, r , 7nC a_ I Im._
r- C ----- (; DRAWN BY: R.A.M.
c ' - = o - r'' tty Engineer I WITH �� my hand and official Seal, at my office in COLLEGE STATION, Texas COLLEGE STATION, TEXAS 77842
],
City of College Station
T
CHECKED BY. BRAD HERR
r+ � -_� � r. , _ _ (( `1.1 e21 i�l.,�r. cold
County Clerk I VC FIELD BOOK: N/A PAGES: N/A
r Br _os Count Texas OFFICE - 979 764-0704
Y, C ) RME CONSULTING ENGINEERS
FAX '9701764-70
(04 CLIENT NO. PROJECT N.O.
- �1 TEXAS FIRM RE, GIS TRA.TIONNo. -F-4695 0 050