HomeMy WebLinkAboutDrawingsFINAL 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 0200C, JULY 2, 1992 AND PANEL NO. 48041C 0205D, FEBRUARY 9, 2000.
3. BASIS OF BEARING: BEARING SYSTEM SHOWN HEREON IS RASED 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 1.835 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.
8• DIMENSIONS SHOWN INTERIOR 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 26-30, BLOCK 2, LOTS 45-49, BLOCK 2 & LOTS 52-63, BLOCK 2.
- THE CONSTRUCTION OR INSTALLATION OF ANY DRAINAGE OBSTRUCTION INCLUDING, BUT NOT LIMITED TO, VEGE I A HON,
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.
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.
/ 1/2" I.R.F. SECTION 4, PHASE 3A & 4
(BENT) BOUNDARY CURVE DATA
` CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH
/ �c:,, /� C1 275.00' 20.47' 4'1554" S 59.25'16" W 20.47'
tK-C2 1525.00' 209.05' 7'51'15" S 58'52'41" W 208.89'
CP (3, �e� �� /l� SECTION 4, PHASE 3A & 4
\ q
INTERNAL CURVE DATA
CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH
\< C1 1175.00' 100.54' 4'54'11" N 32'35'17" W 100.52'
S 49. 10' 54" E ���`'�,�° / I C2 25.00' 36,39' 83'24'24" N 76'44'35" W 33.26'
C3 25.00' 20.74' 4732'20" S 37°47'3" W 20.15'
51.62 �; / \ /( C4 50.00' 241.18' 276'22'22" N 27"47'56" W 66.67'
I
C5 25.00' 21.31' 48°50'02" N 85°58'14" E 20.67'
• Q, ,� 1/2" I.R.F. C6 25.00' 44.35' 101'38'27" N 10'43'59" E 38.76'
N 42 08 42 E (BENT) DO I \ �,�.J� , O 60 12Q C7 1175.00' 93.02' 4°32'10" N 42'21'19" W 93.00'
22.16' Dc~ 20' PUE I / " - C8 25.00' 39.06' 89'30'29" N 89°22'38" W 35.20'
SC . 1 60 C9 325.00' 100.59' 17'43'57" S 54'44'06" W 100.18'
' :a o C10 275.00' 22.16' 52°14'05" S 61'17'36" W 22.15'
\j
Cll 25.00' 22.79 52'14'05" S 32'52'04" W 22.01'
NOW OR FORMERLY ,� Z 52 ��/ \ `
FUTUREC12 SU.UU' 241.02' 270°1116" N 30°d9'2U" W 66.79'
CEMETERY FREE WILL WORKDERS ��, i '/ C13 25.00' 19.70' 45°08'15" N 80'22'11" E 19.19'
(VOL. 120, PG. 217)_x' ��� TYPICAL IDES/�� \ SECTI 1 A C14 325.00' 32.90' 548'01" N 60'42'04" E 32,89'
(CALLED 0.78 ACRES) �'S6 �6- EASEMNT PHASE, 48 C15 275.00' 84.17' 17 32 09 N 54°50'00" E 83.84
00 -
(CALLED SEE DETAIL "A" C16 25.00' 39.57' 90'41'19" N 0'43'16" E 35.57'
\ �� s s
C17 25.00' 30.77' 70°31'44" N 79°53'16" W 28.87'
O \ \ ` ; %%i. • b`O \ C18 50.00' 218.62' 250'31'44" N 10'06'44" E 81.65'
1
2 i41'53'02"E 117.09'
�• ,_; \ P,.. q\ �� 00 � ` C19 1225.00 117.13' 5"28'44" S
�.
\ cp �ti �, \ C20 25.00' 34.60' 79'18"d7" S 78°47'44'' E 31.91'
fid+. / 54 5�0 / \ s� �� C21 25.00' 41.92' 96'03'49" S 13'31'18' W 37.18'
o C22 1225.00' 96.08' 4'29'37" S 321548" E 96.05'
20' PRIVATE
s \ U
/ NOW OR FORMERLY 15' P.U,E.O \� `L��00/ \\ O / / 17�� J DR E�NOTE
AGE ESO)MENT
\ / TOM TOWNSEND 20' PRIVATE DRAINAGE
\/ (VOL. 94, PG. 404) EASEMENT (REAR OF C77 f\ �' <L 4,\ S 20' PUE
(CALLED 1.5 ACRES) LOTS 45-49,BLK 2)
L3
(SEE NOTE #10)A
20' P.U.E. o�>/j 099
j o rSo?��c.o\,.
p� oo
SECTION 4, PHASE 3A & 4
BOUNDARY LINE DA 'I'A
LINE BEARING
DISTANCE
L1 S 27°04'16" - E .
24.70'
L2 S 34'32'04" E
95.93'
L3 S 61'33'13" W,:,----
- 27:10' .,
SECTION 3, PHASE
INTERNAL LINE
3A & 4
DATA'
LINE BEARING
DISTANCE
L1 S 61'33'13" W
40.49'
L2 S 42-26'14" W
23.36'
L3 S 59°02'42" W
8.57'
n 07.
IS\ 58
Fil-
\
20
++ ' P.U.E.
NOW OR FORMERLY +� \ 'r'
+� \ % PUE . °L� \= `
O
CURTIS CAPPS TRUSTEE •e,� �- \ \ �, % ��, �o ,� , 'mss- � ��" o� a
3737, PG. 68 O''` \ , / °c/ 's %
(VOL. ) ` ,p : , \ u;�;� �_ \ 15' P.U.E.- \ ,`l F,� \ S. .a
(CALLED 1.65 ACRES) 97 ' c3 ���� �\ S �/Awl
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61 1
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CoCS GPS MARKER
; it ; � 39 6'. �- N. P.U.E. � ;�' \; v': '%�'� : � Fu 1
No. 134 BEARS: �. �� -��___ \\,- 55 0
�\ , 2� s SE TION 4
•
� O � � ;✓' 35 =
3B --
N 49 3311 W _ „ _�--- _ .���.: _'_- -�. _ __ _ � �o' ���� ,� � -� PHASE
_._. 20' P.U.E. y - ,.- d, �cr / .- /\ti O = \ "p - -
N a, c5` �t�` X51 / r, C20 \ '
133fi 90 •< C12 4o w- s, 6. �� , �\ ;
34
C�
f
_ 20' Pr.D.E. (SEE
`r�>> NOTE 10 � �/ �N �� 33 � -,,�� \�"F; r'� / '' -� �► iS.. \\ �
vJn = , 6 '' ®
0.
141 .
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F'
CS N y1
ADJOINER INFORMATION \\ 6/®�'���// 32 �= S, 50
15' 15' P.U.E. \ 00�®�'
�o/
ADJOINER ##1 ADJOINER5
NOW OR FORMERLY NOW OR FORMERLY Al,
CREEK MEADOW PARTNERS, L.P. SARAH &CHRIS FOSTER �s s 87
SARAH w - - 26 \ o, 9-I, / \ / CTION 4 ;\
LOT 20, `" 193.29' 1 �. ya�
BLOCK 2 LOT 24, BLOCK 2 �w • 15' P.U.E. \' PHASE 2C
(VOL. 9903, PG. 116) (VOL. 10616, PG. 64) ` TYPICAL SIDE s: \
.•' \ SEE DETAIMEAT`�6�- \ (VOL. 10785, PG. 16.2
ADJOINER 2 '" %; 9 j _ \ate ��i \ 10' P.U.E. \ \
# ADJOINER #6 �' .
3st i 27��
NOW OR FORMERLY (10785/162)\ \
NOW OR FORMERLY
THOMAS F. SMITH BRIAN C. BABE �b''� ss,l: .E. SEE s\ �ip2 r0� ADJ#7#7 \�
20' ( to o� 1 • \
LOT 21, BLOCK 2 LOT 25, BLOCK 2 `� \ �,`°c ' TE #10)
10109, PG. 86 \ `o
(VOL. ) (VOL 10187, PG. 99) Z`L
ADJOINER ##3 j �� 6_
ADJOINER #7 NOW OR FORMERLY ��� _ ��� j�g' v� ADJ.6
NOW OR FORMERLY V
NOW OR FORMERLY BRAZOS COUNTY Q 10' P.U.E. / A. \
MIKKO TUHKANEN �``� / ADS �
(VOL. 5663, PG. 91) •O o / / \
CREEK MEADOW PARTNERS, L.P.
LOT 22, BLOCK 2 (CALLED 3.6981 ACRES)
(VOL. 10210, PG. 134) LOT 11, BLOCK 5 ; j / �� \ ADJ„44
(VOL. 10785, PG. 162) 09 \ / /�9, G� )SECTION 4 ` \
20 P.U.E. PHASE 2B, / \
ADJOINER ##4
ADJ.-#3� (VOL. 9903_ ; PG. 116; \
NOW OR FORMERLY
> / \�
ADRIENNE RHODES » ` \ 10' P.U.E. \\ \ \ \
N 35 02 56 W(9903/116)
LOT 23, BLOCK 2 ADJ.#2
(VOL. 10249, PG. 155) 11.50 \
CER I IFICA I t OF OWNERSHIP AND DEDICATION ION STA iE OFTEXAS CERTIFICATE OF PLANNING AND ZONING COMMISSION
a% #
't l ,e
i
CREEK MEADOWS:
SECn
•
~ 1 l T MA
NO T TO SCALE
COMMON AREA TABLE
AREA I AREA 100% ENCU -MBD
tAB
ELAC
� ) BY EASEMENT
P.U.E. PUBLIC UTILITY EASEMENT
P.A.E. PUBLIC ACCESS ESMT.
PR.A.E. PRV. ACCESS ESMT.
PR.D.E. PRV. DRAINAGE ESMT.
SYMBOL & LINE LEGEND
- - -
RI ITL DINT, SET -RACK 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
Q
BLOCK NUMBER
A
r OKAKAnnl AR17n
1835 A(_RF
R.O.W. DEDICATION
P.U.E.
Given under my hand and
seal on this _ _- day of ----_-- -
COMMON AREA
5.00' 5.00'
PROPERTY
LINE
E
LO
' LV
L
10.00' 15' P.U.E.
__7R.O.W, LINE
ff
to
A
CERTIFICATE OF SURVEYOR
STA TIE OF TEXAS
COUNTY OF BRAZOS
I, BRAD KERR: Registered Professional Land Surveyor No. 4502, 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.
AD KERR, PLS No. 4502
SURVEYED BY: KERR SURVEYING, LLC
aw KS409 NORTH TEXAS AVENUE
G BRYAN, TEXAS 77803
PHONE (979) 268-3195
1 � 1
OF
EK MEADOWS
OF TEXAS
COUNTY OF
BRYAN, TX 77802
EMAIL: Chris.rhodesOoldhamgoodwin.coml
Chairman of the Planning and Zoning
SECTION4
3A & 4STATE
P
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Before me, the undersigned
authority, on this day personally appeared known to
Commission of the City of College Station, hereby certify that the attached plat was duly
l L
FIELD BOOK: N/A PAGES: N/A
COUNTY OF BRAZOS
me to be the person whose
name is subscribed to the foregoing instrument, and acknowledged
approved by the Commission on the _ _ day of _- -, 20
I' LOTS 26-63, BLOCK TWO & LOT 12, BLOCK FIVE
FAX - (97?�,) 764-0704
TEXAS FIRM REGISTRATION No. F-4695
CLIENT NO._ PROJECT NO.
260 047 1
to me that he executed the same for the purpose and consideration therein stated.
1835 A(_RF
R.O.W. DEDICATION
1 CREEK MEADOWS PARTNERS, L.N. owner and developer of the land shown on this plat, and
Given under my hand and
seal on this _ _- day of ----_-- -
-- -- -
TOTAL = 9.129
ACRES & 39 LOTS
designated herein as the CREEK MEADOWS - SECTION 4 PHASE 3A & 4 Subdivision to the City
20
Chairman
of College Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of
-'
ATTEST:
SAMUEL DAVIDSON SURVEY, A-13
the public forever all streets, alleys, parks, greenways, infrastructure, easements, and public
COLLEGE STATION,
BRAZOS COUNTY, TEXAS
places thereon shown for the purpose and consideration therein expressed. All such
-- - ----
LANDOWNER INFORMATION
dedications shall be in fee simple unless expressly provided otherwise. Secretary
...
CREEK MEADOWS PARTNERS, L.P.
CERTIFICATE OF THE COUNTY CLERK
-
c/o OLDHAM GOODWIN GROUP, LLC
2800 SOUTH TEXAS AVENUE
Owner
Notary Public.
County, State of Texas
- .r
SUITE 401
STATE OF TEXAS
CERTIFICATE OF CITY ENGINEER COUNTY of BRAZOS
BRYAN, TX 77802
EMAIL: Chris.rhodesOoldhamgoodwin.coml
FILENAME: 0471FP1A SCALE: 1"=60-
County Clerk, in and for said county, do
City Engineer of the City of College Station, hereby certify that this plat together with its certificates of authentication was filed for record
Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision in my office the _-_-_ day of _-- --, 20_-_, in the Deed
Regulations of the City of College Station. Records of Brazos County, Texas, In Volume -, Page .
- - WITNESS my hand and official Seal, at my office in Bryan, Texas
City Engineer
City of College Stationr
---------------
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SUBMITTED DATE: 9/5/12
7607 EAST]MARKDR., STE. 252 <77840>
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
� vil@rmengiaeer.Gom
�', c:ivil@rmeng�aeer.com
REVISIONS: 12/20/12
DRAWN BY: R.A.M.
CHECKED BY: BRAD KERR
FIELD BOOK: N/A PAGES: N/A
RME CONSULTING ENGINEERS
Clerk
OFFICE - (979) 764-0704
Brazos County, Texas"I�
FAX - (97?�,) 764-0704
TEXAS FIRM REGISTRATION No. F-4695
CLIENT NO._ PROJECT NO.
260 047 1
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