HomeMy WebLinkAboutCreek Meadows Sec7 Ph4CERTIFICATE OF OWNERSHIP AND DEDICATION ADJOINER INFORMATION: �� \
/ \
ADJ #1 RIDGEWOOD CUSTOM HOMES, LLC
- STATE OF TEXAS LOT 1 A, BLOCK 2 \
COUNTY OF BRAZOS
CREEK MEADOWS, SECTION 7, PH 2
r� VOL. 13480, PG. 39
I CREEK MEADOWS PARTNERS. L.P. owner and developer of the land shown on this plat,
ADJ #2 CREEK MEADOWS PARTNERS, LP
and designated herein as the CREEK MEADOWS - SECTION 7 -EH -ASE FOUR Subdivision to / < /
the City of College Station, Texas, and whose name is subscribed hereto, hereby dedicate rr LOT 2A, BLOCK 2 / /
CREEK MEADOWS, SECTION 7, PH 2
to the use of the public forever all streets, alleys, parks, greenways, infrastructure, VOL. 13192, PG. 219 \
easements, and public places thereon shown for the purpose and consideration therein / ' \ /
expressed. All su edications steal in fee simple unless expressly provided otherwise. / ADJ #3 FLAGSHIP CUSTOM HOMES, LLC \ \
L ` LOT 3A, BLOCK 2
CREEK MEADOWS, SECTION 7, PH 2
0er �� VOL. 13468, PG. 160'7
SECTION 7,HP ASE FOUR
BOUNDARY LINE DATA
LINE BEARING
DISTANCE
L1 S 74'00'38" E
50.11'
L2 S 48.46'24" E
44.04'
L3 S 44'30'17" E
50.01'
L4 S 10'48'14" W
50.00'
L5 N 49'43'21" W
28.28'
L6 S 85'16'39" W
35.00'
SECTION 7, PHASE
INTERIOR LINE
FOUR
DATA
LINE BEARING
DISTANCE
L1 N_47_'03'51" E
20.00'
L2 S 56'30'33" E
20.00'
L3 N 53'21'55" E
10.19'
L4 S 43'40'37" E
21.67'
ADJ #4 JOKY L. & SHELLY D. GRASSINGER \
I LOT 4A, BLOCK 2
CREEK MEADOWS, SECTION 7, PH 2
I' STATE OF TEXAS VOL. 13735, PG. 01
I COUNTY OF LA U1--3
I Before me, the undersigned authority, on this day personally appeared Afdq &OCU known
Ito me to be the person whose name is subscribed to the foregoing instrurrient, and
acknowledged to me that he executed the same for the purpose and consideration therein �r
stated.
Given under m hand and seal on this �(� �/n day of /b�L
����11111i1110/ I InVol
1 Nbfbry Public County, State of Texas ` .• ��y PUB / r l
'5 .
► •r a \
s •
••'�•• \
CERTIFICATE OF CITY ENGINEER '"111S
I, C01 - City Engineer of the City of College , r
Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of
the ubdivision Re uI tions of the City of College Station.
/
City Engineer
City of College Station
CER FICATE OF PLANNING AND ZONING COMMISSION
I, _ ;��g-� �_ Chairman of the Planning and Zoning r
` Commi sin of the City of College Station, hereby certify that t attached plat was duly
approveby the Commission on, the __�,_ day of20
_
Chairman { {
{ {
L.A.G. • I
v {
CERTIFICATE OF THE COUNTY CLERK { i
{ I
STATE OF TEXAS I
I
• COUNTY OF B ZOS
County Clerk, in and for said county, do I I
hereby certify that this plat toer with it certificat s of authentication was filed for I {
record in my office the _�7-day of _ 201-Zin the { I
Deed Records of Brazos County, Texas, in Volume l_2_Z_ Page. I
WITNE ha d and fficial Seal, at my office in COLLEGE STATION, Texas I i
4 I
Filed for RecordT I I
County Clerk in the Official Records Of: s y
Brazos County, Texas Brazos County Clerk
On: 12122120171:41:44 PM
In the PLAT Records
pogo f
Doc Number: 2017-1317026 V jqq Z7- II I
Number of Pages: 1 / I I
Amount: 73.00 zz-�f I
Order#' 20171222000085 161.
20' P.U.E.
7863/79)
FINAL PLAT NOTES: By: TD
GENERAL:
/ 1. 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.
/ 2. BASIS OF BEARING: BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION.
3. PROPERTY CORNERS ARE MONUMENTED BY 1 2" IRON RODS UNLESS OTHERWISE NOTED.
� ALL 0 ERTY /
4. RIGHT-OF-WAY DEDICATION OF ALL LOCAL STREET DEDICATION WILL CONSIST OF 1.312 ACRES IN TOTAL.
5. ALL UTILITY EASEMENTS MUST BE CLEARED OF ALL BRUSH AND TREES, IMPLYING NO LANDSCAPING OR PERMANENT STRUCTURES WITHIN THE UTILITY
EASEMENT WILL BE ALLOWED.
6. 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.
7. DIMENSIONS SHOWN INTERIOR TO THE LOT, ALONG CURVES, BEGINNING WITH "A=" ARE ARC LENGTHS.
8. THE INSTALLATION OF STREET LIGHTS WILL BE REQUIRED AND INSTALLED IN ACCORDANCE WITH SECTION 12-8.3.R OF THE CoCS UNIFIED DEVELOPMENT
ORDINANCE.
9. PRIVATE DRAINAGE EASEMENT:
* LOCATED ALONG THE REAR PROPERTY LINE OF LOTS 5-36, BLOCK TWO AND SIDE YARDS WHERE SPECIFIED.
* 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.
* IF REQUIRED THE PRIVATE INFRASTRUCTURE SHALL BE REMOVED, AND RELOCATED, AT THE HOA'S EXPENSE IF THE PUE IS NEEDED FOR
t ADDITIONAL PUBLIC UTILITIES.
i
10. COMMON AREAS ARE NON -BUILDABLE FOR RESIDENTIAL PURPOSES. ALL FLAT WORK (SIDEWALKS, FLUMES, DRAINAGE HEADWALLS, ETC...) SHALL BE
THE SOLE OWNERSHIP & MAINTENANCE RESPONSIBLITY OF THE CREEK MEADOWS HOA.
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
FRONT 20'
STREET SIDE 15'
SIDE 5'
REAR 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. ALL COMMON AREAS ARE NON -BUILDABLE AREAS.
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.
1/
i 1�
N
0 60 120
SCALE: 1"=60'
/
` ,
r a 10' P.U.E. & 10'
/ ! / Pr.D.E. (13192/219)
4 40
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PIV
;o` � �s �''l' j °,p �,f- SECTION 7 �♦
/ ���� 3 °�J�y \ PHASE TWO/ /
(VOL. 13192, P .219) \
I O
•-• N I PRIVATE RAINAGE i/ \ �, Asx �� C4
EASEMENT (SEE�t�, �; ;, , p• \ r
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NOTE #9) r\� ' '' , '/` ,\/ / ♦
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. TYPICAL SIDE vav:�
OI - -1,j,, ? I o 15 P.U.E. I EASEMENT
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15' P.U.E.
IN I G7%7„ f /r; S' /a jt'�i / r"%• r�ir/'f, / 1 -'1 1 W Y \\ \
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rnI 20' P.U.E. & 20' PRIVATE 10
an
W29 m �w �I DRAINAGE EASEMENT (SEE N N 10' PRIVATE
I ' 0 28 �I ��,, NOTE #9) of N 24 U+ ti DRAINAGE
W �I 26 cn 25 o t 01EASEMENT (SEE
NOTE #9)
4.69' w i /,- t A= A=21.17' '� r` /
15' P.U.E. Irn '`• % it \
85'16 39" E - 312.20 %
" CANEY CREEK CT. 'r /
15' P.U.E. C9 10' P.U.E.
(50' R•0•W.) C1 (13192/220) \
W 382-91'
85'16'39 �/, " %k`60`
fO;`trJ7 /'' r / i
TYPICAL SIE 15 P.U.E.
EASEMENT
I i 14.30' I;� SEE DETAIL „A,.
I z 34o w p,i r► /
+ I Iz 33 Imo' O o w O i \ /
I � 30 z O 141 O N � oI V
I t 31 Nt 32 4. o w o oI
i tv p O W LIE p N I
i o of _ t __ 64.30 -__ 74.9
64.30'
I '_
t t _ _ 64.30' SECTION 7
\
64.3° PHASE ONE
L§ !s 49.30' _ _ 64.30 S 85'16' 39" W -- 445.70
� (VOL. 13192, PG. 220) �
I U U I TT
i 10' PRIVATE DRAINAGE
COCS GPS MARKER EASEMENT (SEE NOTE #9)
No. 134 BEARS:
N 60.2541 W ----- ---- I
4674.84 1
-- - i
- CREEK MEADOW BLVD. S' I
I (100' R.O-W-) I
I I
I I
1 I 7 T ► I o
I I ;SECTION I I o
HASE THRE I
t I (VOL. �- P i ---� ' t I rrn I
-_ � ___----� I
s�l� _j L_
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0 tJ��lb
`���-
CREEK u®• dS
SECTION
VICINITY MAP
NOTTO SCALE
COMMION
AREA ':
SECTION 7, PHASE
BOUNDARY CURVE
FOUR
DATA
--------
EASEMENT LINE
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
C1
910.00'
328.96'
20'42'43"
N 5'38'00"
E
327.17'
C2
1475.00'
50.61'
1'57'57"
S 47'47'25"
E
50.60'
C3
25.00'
39.71'
91'01'05"
S 1'17'55"
E
35.67'
C4
25.00'
39.86'
91'21'16"
N 89'53'16"
E
35.77'
C5
925.00'
36.76'
2'16'37"
S 45'34'24"
E
36.76'
C6
25.00'
38.88'
89'06'22"
S 2'9'31" E
35.08'
C7
425.00'
98.63'
13'17'48"
S 35'44'46"
W
98.41'
C8
25.00'
33.89'
77'39'38"
S 67'55'41"
W
31.35'
C9
1 175.00'
18.19'
5'57'17"
N 76'13'08"
W
18.18'
C10
25.00'
41.63'
95.23'52"
S 31'29'50"
E
36.98'
C11
425.00'
85.54'
11'31'54"
S 10'26'9"
W
85.38'
SECTION 7, PHASE FOUR
INTERIOR CURVE DATA
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
C1
125.00'
33.87'
1531'35"
N 86'57'34"W
33.77'
C2
50.00'
218.63'
250'31'44." :
N 3032'31 "°
E
81.65'
C3
25.00'
30.77'
70'31'44"
S 59'27'29"
E
28.87'
C4
175.00'
47.42'
15'31'35"
S 86'57'34"
E
47.28'
C5
225.00'
257.26'
65.30'39"
S 76'57'57"
W
243.47'
C6
25.00'
21.03'
48'11'23"
S 85'37'36"
W
20.41'
C7
50.00'
241.18'
276'22'46"
N 19'43'17"
E
66.67'
C8
25.00'
21.03'
48'11'23"
S 46'11'01"
E
20.41'
C9
1 175.00' 1
200.09'
65.30'39"
N 76'57'57"
E
189.37'
i 1�
N
0 60 120
SCALE: 1"=60'
/
` ,
r a 10' P.U.E. & 10'
/ ! / Pr.D.E. (13192/219)
4 40
' "� 3 r /, S. , �•� j�� 15' P.U.E. / ? �01 \
PIV
;o` � �s �''l' j °,p �,f- SECTION 7 �♦
/ ���� 3 °�J�y \ PHASE TWO/ /
(VOL. 13192, P .219) \
I O
•-• N I PRIVATE RAINAGE i/ \ �, Asx �� C4
EASEMENT (SEE�t�, �; ;, , p• \ r
r h d '�
NOTE #9) r\� ' '' , '/` ,\/ / ♦
CD
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�, � / r;
E jJ ` ;lf- - j 15' P.U.E. ;.;' ',/� `'O1 -10-
(99
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8`589' 1 r t:: t��""; 18 ��'
C6IV
I ► �i,,f W
' ';% ' 8S• 50' R'O.W•� / , ^C�i ' `?J �r'� �J4'/r f j''r. "/ /, \ / \
. TYPICAL SIDE vav:�
OI - -1,j,, ? I o 15 P.U.E. I EASEMENT
�1n' �- s' F ,'. CD /
I I ° w 12 _ i z z i SEE DETAIL\A" 16 a o�<c./, ,/ / \ V \, / , \94
I a Q N SIN ' �y '\!y \.
I 1 w 13 co t °�°- t cn I `s; �p� 21
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to
All -
15' P.U.E.
IN I G7%7„ f /r; S' /a jt'�i / r"%• r�ir/'f, / 1 -'1 1 W Y \\ \
C,,
rnI 20' P.U.E. & 20' PRIVATE 10
an
W29 m �w �I DRAINAGE EASEMENT (SEE N N 10' PRIVATE
I ' 0 28 �I ��,, NOTE #9) of N 24 U+ ti DRAINAGE
W �I 26 cn 25 o t 01EASEMENT (SEE
NOTE #9)
4.69' w i /,- t A= A=21.17' '� r` /
15' P.U.E. Irn '`• % it \
85'16 39" E - 312.20 %
" CANEY CREEK CT. 'r /
15' P.U.E. C9 10' P.U.E.
(50' R•0•W.) C1 (13192/220) \
W 382-91'
85'16'39 �/, " %k`60`
fO;`trJ7 /'' r / i
TYPICAL SIE 15 P.U.E.
EASEMENT
I i 14.30' I;� SEE DETAIL „A,.
I z 34o w p,i r► /
+ I Iz 33 Imo' O o w O i \ /
I � 30 z O 141 O N � oI V
I t 31 Nt 32 4. o w o oI
i tv p O W LIE p N I
i o of _ t __ 64.30 -__ 74.9
64.30'
I '_
t t _ _ 64.30' SECTION 7
\
64.3° PHASE ONE
L§ !s 49.30' _ _ 64.30 S 85'16' 39" W -- 445.70
� (VOL. 13192, PG. 220) �
I U U I TT
i 10' PRIVATE DRAINAGE
COCS GPS MARKER EASEMENT (SEE NOTE #9)
No. 134 BEARS:
N 60.2541 W ----- ---- I
4674.84 1
-- - i
- CREEK MEADOW BLVD. S' I
I (100' R.O-W-) I
I I
I I
1 I 7 T ► I o
I I ;SECTION I I o
HASE THRE I
t I (VOL. �- P i ---� ' t I rrn I
-_ � ___----� I
s�l� _j L_
I ...
0 tJ��lb
`���-
CREEK u®• dS
SECTION
VICINITY MAP
NOTTO SCALE
COMMION
AREA ':
-------
f!' 11
--------
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
0
LOT NUMBER
Q
BLOCK NUMBER
Q
COMMON AREA
P.U.E. PUBLIC UTILITY EASEMENT
P.A.E. PUBLIC ACCESS ESMT.
PR.A.E. PRV. (ACCESS ESMT.
PR.D.E. PRV. 'DRAINAGE ESMT.
N
NOT TO
- - -
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
0
LOT NUMBER
Q
BLOCK NUMBER
Q
COMMON AREA
®
P.U.E.
COMMON AREA
5.00' 5.00'
PROPERTY
O LINE
NI
10.00' 15' P.U.E.
lil
R.O.W. LINE
N.T.S.
CERTIFICAM, OF SURVEYOR
STATE OF TEXA
COUNTY OF BRAZOS
1, BRAD KERR egi'stered Professional Land Surveyor No. 4502, in the State of Texas, hereby
certify that thi 'L plat is true and correct and was prepared from an actual survey of the
property and th"It property markers and monuments were placed under my supervision on the
ground. `
R, RPS No. 4502
ISURVEYED BY: KERR SURVEYING, LLC
409 NORTH TEXAS AVENUE
JO'SC BRYAN, TEXAS 77803
PHONE (979) 268-3195
FINAL PLAT
OF
C EK MEADOWSI
ES TI N PHA qF FOURO �
LOT 8-35, BLOCK TWO
.648 AC COMMON AREA & 1.312 AC ROW DEDICATION
TOTAL = 8.945 ACRES & 32 LOTS
d SAMUEL DAVIDSON SURVEY, A-13
COLLEGE STATION, BRAZOS COUNTY, TEXAS
LANDOWNER INFORMATION
CREEK MEADOWS PARTNERS L.P-.
c/o OLDHAM GOODWIN GROUP, LLC
2800 SOUTH TEXAS AVtNUE
SUITE 401
BRYAN, TX 77802
EMAIL: Chris.rhodes@oldhamgoodwin.com
FILENAME: 0586FP1A SCALE:1 "=60'
3800 SH No. 6 SOUTH., STE. 108G <77845> SUBMITTED DATE: 1/27/17
REVISIONS: 3/22/17
POST OFFIEBOX 9253
COLLEGE STATION, TEXAS 77842 DRAWN BY: R.A.M.
CHECKED BY: BRAD KERR
EMAIL: civi.4@rmengineer.com FIELD BOOK: N/A PAGES: N/A
OFFICE - (9 9) 764-0704 RME CONSULTING ENGINEERS
FAX - (979)'764-0704 CLIENT NO. PROJECT NO.
TEXAS FIRM REGISTRATION No. F-4695 260 - 01586