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FINAL PLAT NO TES:
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GENERAL: r r l I a I i s
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1. (0/Q.R.B.C. T:) DENOTES OFFICIAL/DEED RECORDS OF BRAZOS COUNTY, TEXAS... / /
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2.. THIS TRACT DOES NOT LIE VVIl`HIfJ THE FLOOD - PLAIN As GRAPHICALLY DEPICTED ON F.E.M,A.- FIRM COMMUNITY PANEL NO. a �`,� 11 I
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4a041C 032�E, MAY 16, 2012 i i
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3- BASIS OF BEARING. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS _ESTABLISHED FROM .GPS OBSERVATION:.. // � i' ti• -+ � � � / r'
20' YDA
20' fit `I J f
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4. ALL PROPERTY CORNERS ARE NIONUMENTED B, 1/2 IRON RODS UNLESS OTHERWISE NOTED. -1 EC�TION 1A P AGE � \ \, /
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5. RIGHT-OF-WAY DEDICATION OF ALL LOCAL STREET DEDICATION .WILL CONSIST OF 1.704 ACRES IN TOTAL. 11 f II, es '' NOTE #10) X15 P. U. '
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SOL. _O
- z .-�, ��, _�-;�.� � �•. 10452 288.
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ADJ 5 \
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6. AI_I_ UTILITY EASEME[ ITS MUST BE CLEARED OF AL.I_ BRUSH AND TREES, IMPLYING NO LANDSCAPING OR PERMANEPJT/ ;' ,
STRUCTURES WI THIN THE U ALITY EASEMENT WILL BE ALLOWED. ! \ �Gh-; 15' Pr.D.E. �• �s, '� �z A�\ � a�
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80_8
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7. UNLESS OTHERWISE NOTED PUBLIC UTILITY EASEMENTS LOCATED ADJACENT TO THE ST - S , r £(D
BEET RIGHT OE WAY ARE 15 WIDE AND p / 4 7 _ (2(3
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REAR PLBLI,; 111Li7Y EASEMENTS ARE 20 NIDE CEfITERED ON THE .,OMMON REAR PROPERTY 11lJE 0R WHOLLY CONTAINED IN J d?t� ��, / /,,�
- 'i7�`S Op-
�INGLE P.OJV PP.OPERTiES. f )6 � 9'� % \ o ` sL ..ILS,': i" = rL'
- / C'j 16 P.U.E. /�' / ?1 \J , 5 %
-/ S./"\\ /
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8. DID.4EIIJiOrI� SI J�rJ T ,
-! 1 INTERIOR TO THE LUT ALONG CURVES, BEGINNING - -, ( L `�
, E� INING WITH A- ARE ��
ARC LENGTHS. HS. \ ��. r - r
ti
1
0 3 6 Lf r
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11
' 9. THE INSTALLATION F )r r�
01 0 STREET LIGHTS WILL BE REQUIRED AND INSTALLED I / h \
Q N ACCORDANCE WITH SECTION 8_�.A.20 OF: THE CoCS S \ / 1 S,� / �, 15' P.0 -E ; '1
UNIFIED DEVELOPMENT flP,D1,J,Al•1G`. / L / \ 9• \ , O , / /
' O (10452, 288)
! 6' P_U.E. � \ . ., f T? r > Foo / I ( ADJ 8 / i
11"\. f(8028/249)S / i : I '
10. PRIVATE DRAINAGE EASEMENT: / /"\ L`t y� � � 2 v0,: � o ; 0 ,'` `
l '/
0. p �J J'
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LOCATED ALONG THE REAR PROPERTY LINE OF LOT 5 BLOCK 4 LOTS 1- / I 7 Or. ADJ 9. ,
4, BLOCK 5 &LOTS 1-16, BLOCK, 8. y, �h. ,/- 'Zo
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THE CONSTRUCTION OR INSTALLATION OF ANY DR OBSTRUCTION INCLUDING, BUT NOT LIMITED TO, VEGETATION, !.J - y1 ! , f
STORAGE BUILDINGS ETC... WITHIN THE PRIVATE DRAINAGE EASEMENT IS PROHIBITED � / 1� sT � q� ! , h O p ca.N,ao
i 10' PRIVATE DRAINAGE '
H SITED AND SHALL BE REMOVED BY THE HOA, 1F B �, p . two P o / r j
Ar S \� f o €tr Q r EASEMENT (SEE MOTE jd)REQUIRED, A,T THE 0\.NER'S EXPENSE. 15' Pr.D:E. �0. ^�s �\` ' / /
I�a, \. o�\ \ s <, / i\ jj�- THE PROPERTr' OWNER !NILE P.LLOVV THE HO.A ACCESS T0, AND IF NECESSARY, MAINTENANCE OF THE PRIVATE DRAINAGE `./ (80281.29) \ , tiC,, ` �, t �, / J ;
EASEMENT. , � 5S,, 9,,� �, .♦ 4r 4 / Cr/! rr ADJ 10 J /
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SECTION�2- PHASE
DOUNDARY 2LINE DATA
SECTION 2i PHASE
�OUNDAR � iii �R vE DATA
DISTANCE
I
CURVE
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARI(IG
CHORD LENGTH
C1
1130,00'
303.40'
15'23'02»
N 25"43'47"
W
302.49'
C2
25.00'
38.19'
87'3 COB"
N 10°" 0' 16"
E
,54:58'
C3
25.00'
38.19'
87°31'08»
N 82°08'36»
W
34.58'
C4
a C5
1130:00'
; 75.00'
209.94'
31.54'
10"38'41"
2 i °19'53"
1\1 4.3'42'23"
N 17'38'5,x"
W
VJ
-
209.64'
31,53'
i
S 19`18'40" E
I SECTION 2PHASE 2
r-
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!4 7 t !�L :[ X.rl� '-Lt `ll 4 �La � � ! 117
LS S 45'1416" E
44.99'
CURVE
C1
�
RADIUS
_ 7_5.U0'
� -
ARC LENGTH
H
34_[_
14�. '
DELTA ANGLE J LE
_ _
11°14'58"
�
CHORE BEARING ^, W
N 24"26'18" \N
CHORD D LEN
142.12'
r. ?
a
95,00'
.I_
9 0 _48
N .60511
A
��,� ' 9
-,
C:,
475,00'
12�.%16'
,1
14'46"I 5
S 65"16'33"
IN
122.12'
C4
25.00'
20.01'
45"52'32"
5 49"93'24"
W
19.49'
_5
50_00
241.1
976"I 6'45"
r� '15'04'29"
W
66. 73
f-5
25.00'
22.21'
50'58'12"
S 82'25'13"
E
21,51'
�
C,
2
4GJ.d0'
105. 3b'
-
14-1 � 16 '
N 64°59'33"
E
105.09'
95'
96'09'02"
rJ 9°48' 4"
5
_
F
.57.20'
a C9
725.00'
133.50'
-!0°33`01"
N 43'32'08"
W
133.31'
�- C10.
n
�S:DO'
39.27'
90°00'00"
S SG'11'Z2"
W
35.36`
C'11
325.00'
_ 73.22'
12"54'28"
S 47°.58'36"
W
73.06'
C12
2; 5.00'
61.95'
12"54'28"
1'•,i 47'38'36"
E
61.82'
C13
25.00'
39.27'
90°00'00"
N 3"48'38
W
35.36'
C14
25.00'
30.78'
70'32'40"
N 84°04'58"
W
28.87'
r`15
50.0O'
167.83'
192°19'00°
N 23.11'48"
W
99.42
C16
25.00'
22.94'
52"3415911
N 46"4O'12"
E
22.15'
C17
75.00'
26.96'
20°35'34"
N 30'40'30"
E
26.812r
C18
25.Or}'
39.17'
89"46'55"
S 3'55'11'
E
35.29'
Cis
775.00'
405.75'
29"59'49"
S 33°48'44"
E
401,13'
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REEtt �nEtDaWS:
'\ SECT10Cv 2, PH. TWO
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NOT TO
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SCALE ,.v
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COMMON AREA TABLE
1 AREA AREA 100% ENCUMBERED
LABEL (AC) BY EASEMENT
A 10-226
0.0 0
_ ^ J
6 P.U.
! , 9
THE PROPERTY ON.NEP, IS RESPONSIBLE FOR MAINTAINING A HEALTHY LAWN 1N THE PRIVATE DRAINAGE EASEMENT. - � ADJ 5 � � c - `o, -�, V � '/ 16 ; �,r _ ,. •O , 1 r , • -
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HOMEOWNERS ASSOCIATION HOA). 'v }, o r ".a i 0 / J F _ J
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J, BUILDING SETBACKS A f , , 3 ti
S SH LL BE IN ACCORDANCE WITH .THE PDD REZONING PER CITY OP,DINANCE 309. THEY ARE GENERALLY .. � � / '`� 10 P.U.E. (><. 10
�\ 20 P:U.E: & 20 - ,p7 r`� m 5 J \ r 6
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111
- O PRIVATE DR
Arf1HGE
AS FOLLOWS: fi / �PRIVA IE uRAIIJA.Gt 5,, J7, U 15 // \ 'A\ :/ i EASEtvIEtdT i SEE idOTE
�� E,A5EIv1ENT SEE ti. f 11
-
_ SINGLE-FAMILY MULTI -FAMILY A ' / a -l$ v' \ /r .0'rf � � #10) (1 452 288) /
I / NOTE #10) r\ C?> r / „r i \` ., r %
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FRONT e n O' ➢� r O
20'
15' / cn :!• \ O ADJ 13
STREET SIDE 15' 15' 5 I u r /% i. 1,t „) �.'.
SID �T �Q \ / r r c;/pp •rN,/ r 10' P.U.E. z 10
E 5, 5 S - 51.,_ r O O , r
. 9 O J / /REAP. 20 20' ,p r'u, \ 8007 O9 -_ ' �� ti rPRI TATE DRAINAGEN -, 15 P.U.E. r �, r rLf) c5 L r\ \ - - , `C s ; l EASEM eNT (SFCt.5 / ` ,_Tr'PICAL SIDE \ ;� \ . f 13 NOT
EASEMENT -
G14 i' E' -r10) '
1. I2 A C( SS -� x \
ALL CO_OMMON AREAS AND PRI V. .IE ACCE EASE I l `` r
ME(� TS ARE OWNED AND MAINTAINED BY THE H.O.A. SOME COMMON AREAS 6. '� I p %
_ \ \ r H J r f
R W SEE DETHIL "A j o •00, '\ / r p ' .a.r'
ARE HOLLY ENCUMBERED BY A PUBLIC UTILITY EASEMENT OR PRIVATE EASEMENT INDICATED IN THE COMMON AREA TABLE. /j/ \ S t \ /> A g0.ji� •o• r 1P O 1 11
11�1�6 ., r ADJ 14
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3. H_O.A. EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE. WILL 'BE REFERENCED IN THE COVENANTS CONDITIONS AN a ! 20 P.0 ., , / \--./ >' r
RESTRICTIONS OF THE SUBDIVISION. -?, QO 6'lk : O r b`t 1 '+, .' ♦ .
\ '6- s,, Y ��- g ,/ s / //\ S , 0 \ r `'r / r ADJ 15
-. : : ,, \ • � t I \ .ti` r, co p r r \ O u , F r \ , � ✓
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4. MAINTENANCE OF THE F'
WATER SYSTEM WILL BE WELLBORN S.U.D. MAINTENANCE A CE OF THE PAVING, DRAINAGE, SIDEWALKS AND ci -S S
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SANITARY SEWER SYSTEMS -WILL BE TFIE CITY OF COLLEGE STATION ONCE THE SY 0 r 4 p Q' ADJ 16
STEMS ARE ACCEPTED BY THE CITY OF COLLEGE ! \ r j / / ?gyp 0, yr / o rp- 3 -. ; ''
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STATION, MAINTENANCE
. OF THE PRIVATE J � r & r�
\.A E DRAIf AGE AND DETENTION J P r � \-
E Eh TIO J FACIUTI � t ti
E� �OhAba \
ON AREAS (W'H!CN If•GLLDE ROADVYA.Y \ \ � ,,' � n ! 15' P.UEr � � / � � r �Sa
i r , ,
f .. L d
f
MEDIANS PED
�l
}, ESIRIAI�I ACCESS WAYS, APUD PARI{ LIGHTIPIG WILL 8E' THE CREEK .MEADOW H.CJ.A, � -. \ � 4�`� �; \ .d �',,-
1. - r / '.� . /l ,gip (b \ TYPI SAL SI
15' P.UE. \ \ / / \ r M ��
9 R, C � >t
_ 4 t
a
o.
f, EASEMENT
✓/ 1, r /j Off, r Tr r . .i t r - y Ei ENT
5. ILLUMINATION F �:•
0 ALL STREET I N „1
I LIGHTS AND PARK. LIGHTS SHA \ \ / \
LL BE -THE FU - h c,
LL RESPONSIBILITY ''"O'
LITY OF THE CRE IC 1 r - F_ l
E Iv EADOW H O:.A. \ r G 0_ 'i5 r ,�, r2 , ,SEE bF_TAIL
SECTIO ,i ; PHASE 2
BOUNDARY LINE' DATA
SECTION�2- PHASE
DOUNDARY 2LINE DATA
LINE BEARING
DISTANCE
LINE
BEARING
DISTANCE
3 L1 N 54°0550 E
2.34'
a 1171
S 36°35'44" E
44.99'
L2 N 35-34'50" IN
50.05'
L1 Z
S 33.42 54" E
44.99,
-L3 N 85"58'17" E
2-1.21'
L'13
S 30"50'03" E
44:99'
L4 N 51'34'19" E
27.18'
L14
S 27"5, 12" E
44.99'
a L5 [,, 4°01 1`,,, 1V T
-
ZR '8'_a
-
L15
S ?5°01 ' c
-
44.99' 1
,� ' ,,
L6 ,05817 ,V
18.51'
L16
S �2 11'31" E
4 a '
4 9
L7 S 48"01'29" E
45.18'
L17
S 19`18'40" E
44-9 9'
LS S 45'1416" E
44.99'
L -J8
S 16'95'49" E
E!
- _?11-69,
L9 S 42°21'26" E
44.99'
L19
N 20"57'41" W
21.62' .
L10 S 39"28'35" E
44.99
L20
S 7'1'57'4-4" W
33.54'
N N.: % a
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ADJ .I � � �
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Y' is N PHASE S
1?. "ECTION -i , I 1 �� 1
INTERNAL LINE DATAX I
LINE BEARING DISTANCE
\r -
L2 N 57"•53'25" E
7.20'
,5 » --
J !j .
L N 54 0. �0 E
_ 2, 34'
L4 (J �0 S !1 ' W`
r
21.oL a.
_ L5 J1l X4_15 40' E _ 20.00'
L\ 6 hI 76"SJ'1 d" W 20-00'�
1 1 _ I 1
is
_ 1
1 I' .
P,U,E. PUBLIC UTILITY EASEMENT
P.A.E. PUBLIC ACCESS ESMT,
e PP,,A.E. PRIIV. ACCESS ESMT.
PR.D,E, PRY" DRAINAGE ESMT.
I I 1�.
5.00` 1 @ - -�--�I 5.00'
11 I t
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PROPERTI
0
I CD LINE
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I . . L I- `P. 1. \+ .1 . It �,
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CONSTRUCTION STANDARDS & NOTES: . \ ti Ul / /;a - ! r0� (s��. ` �, \ ' � tar _*. L
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1. WELLBORN SPECIAL UTILITY DISTRICT lJll_L PROVIDE WATER jFIRE SERVICE FOR THIS SUBDIVISION: ALL NEW WATERLINES WILL BE Q J' � \ y� , �_ , 0,, O r _ j % 110.00'
DESIGNED AND CONSTRUCTED TO / �; \ \?� / / )' c� 9,\ ?- ,, �, ll' , F' ,/ _, �, d
THE LATEST B CS UNIFIED DEVELOPMENT GUIDELINES; STANDARDS; AND SPECIFICATIONS: THESE ;c_�.i �. kr L -,� \ , , ,, fl^c'�� �S' / ADJ 18 f �J P.U.E:
',.' 1 1 f
WATERLINES WILL BE LOCATED IN THE 15' PUBLIC UTILITY ''� �° r^ ° ' ;
EASEMENT AT 1HE FRONT OF THE RESIDENTIAL LOTS. THESE �► /l \ US \ �o� �� cJ U / :� �t,�,G` lc �� v0� �Y,\ ��! t� /' ,, * \��, % 1 1
(, ED,l I 9) "_ I \
r i �. ..�... _.....� ,..� ...............�
WATERLINES . WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMEPITS: A VtrATER tD \ '°6'' \ �' f C ' 1 �� / <9' J �o °� ��� \ r ` " `' ,1g "`�
HYDRAULIC' STUDY WILL BE PROVIDED ILLUSTRATING SUCH. ' D 0 G' / \<00 :0' q^ / �`' /r. q csd \r 0,,'O•,� �r'S. �'
2. THE PROPOS t S.
ED STREETS WILL BE CONSTRUCTED TO AN. URBAN SECTION WITH CONCRETE CURB AND GUTTER INSTEAD OF A � ., �`L - � � "P/ � /i t -!\r �-R.O.W: L{NE
(PICAL RI rip DRAINAGE. r r P G \ ti., , , r\ �Q \ - - l0, . I 1 D PRIVATE ATE DRA!V AtiE
T URAL SECTION WITH
EN D. •A.Ih.A.�E DITCHES. THE STORMWATER RUNOFF IN THE STREETS r_p0 r'1 r �. , 8. 1 / tt
WILL BE CAPTURED AND !r 1. \ T
EASEMENT S
COPJ VEYED BY ;A STORM SEWER . t '� . ri' , I - - Ji �T I,3 t 5 7 `$r .\ r_ ?'i f ce+-sa -
SYSTEM AND DISCHARGED INTO EXISTING OR PROPOSE DRAIIJAGE SYSTEMS. DETENTION FACILITIES ,I L
v ! �C. ,,, ,� `� a ♦ f ., ,, ter,®," , e�,,,,,� a ���
WILL BE CONST RUC fED TO CON IROL THE PEAK RUNOFF DISCHARGE . TO PP.E-DEVELOPMENT RA TES. THE STREET AND DRAINAGE �-L3 � � , \, 6 r f ti ,r Q ,,�;` \�
11 .PHASE THREE Ii°a�! I E
ADJ 20 VOL. e
SYSTEM WILL BE DESIGNED TO THE LATEST B jCS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, A.ND SPECIFICATIONC. A.LL ;.rJ C, 9, 6Q, r\ �q,� �, 15 P.UE. �� y5 �� \ VVD ` e
. �,� , ,_Y ,�, �5 �. \ ,,,/ \ S0452, PG. 28$\\
PAVIhJG AidD DRAINAGE iMPRO\%EMEhJTS WiLL,BE itJSPECTED AND AiA11JTA1NED. BY TFIE CITY O( COLLEGE STATION. - .' \ '\ �' a ' /
,5 ,� s ,'� ,, .� . �- ,� . C� N.T.S. 1
a
3. SANITARY SEWER SERVICE FOR THIS SUBDIVISION WILL BE BY MEANS OF A GRAVITY T �`® L i t fi �� ,, o .., �/ > , cFF �- i ;-
COLLECTION SYSTEM DESIGNED IN \ � v.
I , 9 � 20 P.U_E. ,, - \ > �� o,, \.
- 5 cS ,�ADJ�
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-At,CURD ACCORDANCE 1
A E WITH T ,
H HE LATE B. CS UIl1F D DE , '. _ ,
IE VELOPMENT -GUIDELINES STAND R F I S V f a r
A DS,' AND SPECL,i(,.AT.ON" THLS CzR.A.lT. � i` r, , ti'f \ •� -
-A\err i
T \ s
ti
. COLLECTION SYSTEM _ _�
STEM N ILL ULTIMATELY Ih1ATtLf DISCHARGE TO A P.EGIONAL LIFT STA "t, _ r 1
TION THAT WILL PUtviP thASTEVVr� l r r, 10 -yru EY.ISTING„} ` \ Q �. 1 _ a
t >, \ ,, t h I
_ v _. _
_9 t ) ; _ _
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GRAVITY SANITARY SEWER � r ' \ r
E ER YSTE�I LOCATED \JITHII I THE CASTLE GATE SUBDIVISION. . I !
V ALL SANITARY SEWER CONSTRUCTION WILL BE 1 (�. \ (�\ �> . I i;
o° r _ t\ ( f
INSPECTED AND MAINTAINED BY THE CITY OF COLLEGE STATION, \ � G e" \'a" \ r 5 L ., IS � s1°
_ /
\ \ I j \_�� ) -
- - - tel` l J `,i ?�<3`c7-. ,r� - / " t�� \ C�l�i�� `�4� ��' � � .i
4. ELECTRICAL SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN \ , ,\ ` / ?- k \ C) \`�3 ' \ '
ADJ 22 TI �i t` A T 1 iC 1 t/�Y
AN TEXAS UTILITIES (BTU). THE ELECTRICAL \ o D �\ � \ -d, / :r CEP E SLR
SYSTEM f �� �_ A="?0.03', ` x / cS- \ �- - l e t n tvr,lt yr t vt_ t O
DISTRIBUTION SYSTEM WILI._ BE LOCATED IN THE 15 PUBLIC UTILITY EASEMENT LOCATED AT THE FRONT OF THE LOTS AND IN 10 \, \ o , ,,, \ i � 4 ,/ R
PUBLIC UTILITY EASEMENTS AS REQUESTED BY BTU. o� X . -,q 0, �\� �_.-- \�` \ •, \ :, ' 15' P.U.E. �� \ O N
r \ �- 1
\ --' t . \ �• A=55.89' \ \ F'nL L\ J . �.t a
. \ = / c, �^. C2 r \ �;5�"% '45� a STATE OF TE �' S a
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P.UE �� /o `!� G C P \ S� \"�., \d' /
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AD�iOINL =R I I- OR t , j.. \ ,1 2a Q cP ADJ 23 ii
CC L [
��„P'� / COUIVTY OF BR.AZOS
ON: 'DJOI SER INFORMATION: TYPICAL SIDE -� •�_' ;��,,0" \.- ,-
ATI.
. � � EASEMENT r / _� O pY^ R 0 _ �75 \ \�� � � t J
ADJ '�1 NATHAN A �C. - S DETAIL »A" \\ <5 � / \ . > -� 1, BRAD KERR Registered Professional Land. Surveyor No. 4502 in the State of Texas, hereb
HAN & KATIE )ENNUI LAS ADJ #21 LEROY &JANET GASTON \ C6 \hll\'� 3 3\\ \vs Y
a �� _ X65 /� 6 4� certify that this plat is true aria correct and was prepared from q curve of the
LOT 12, BLOCK` ONE LOT 3O, BLOCK EIGHT .` _ f s / z � ,__ Y
a' , t' \ ='r '� 6 \ '- "�g4, �s�,� - a property and that prapert markers and monuments were (a r
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ADJ 2 DAVID t JEi�P!IFER L. BLASCHKE ADJ X22_ J rn s 6, c '�2e �- Q -( Ooh a};
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