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LEGEND /
SURVEYED
t' h
cq
2-36D(IMN RCP ORM PIPE 300
NorMch
325 \ \` \ 'I' \ \ \ \ �• \- \. \. \,
\ \ I F
91,
8
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� , En�lilGt;r1C1 , _
2730 Longmire, Suite A
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
DESIGNED DRAWN APPROVED
JPS RCF JPS
JOB NO. DATE
13-257 JULY 2013
RAE" A G7 l MAP
A INOVERALL
/
SCALE
VERTICAL
HORIZONTAL N/A
PLOTTING SCALE: 1:1
FILE NAME: 13-257
EXISTING CONTOURS
PROPERTY BOUNDARY
—^- ST
PROPOSD STORM SEWER
DRAINAGE AREA BOUNDARY
— - -- - - —
TIME OF CONCENTRATION
AC
DRAINAGE AREA LABEL
SURVEYED
t' h
cq
2-36D(IMN RCP ORM PIPE 300
NorMch
325 \ \` \ 'I' \ \ \ \ �• \- \. \. \,
\ \ I F
91,
8
BLOCK,13 7 \ 6 I 5\
w—s —8
Egremonf
S=E
-t _ \
J \ \
`n... -mum I --\_13 I 14 I 15
� , En�lilGt;r1C1 , _
2730 Longmire, Suite A
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
DESIGNED DRAWN APPROVED
JPS RCF JPS
JOB NO. DATE
13-257 JULY 2013
RAE" A G7 l MAP
A INOVERALL
/
SCALE
VERTICAL
HORIZONTAL N/A
PLOTTING SCALE: 1:1
FILE NAME: 13-257
/ INLET 151 / ` \
P
P z
7 w
PIPE 151 362 T S - - I P P P P� o P P P P — P P P —�— P P P P --� �--- P P P p
/p \ �� \ �— INLET 144 PIPE 143 ••
18" RCP PIPE -,- 0.27 '� ar7Y INLET 147 PIPE 147 ./� \ \ " 30" HDPE PIPE � O ~ O' \ INLET 142 ij
—�..-- kwa '� -'- \ 18" HDPE PIPE �/� \ PIPE 145 \ i'',
P \ INLET 145 30 HDPE PIPE I (�
�� ��. ]l 322 \ ��� \� 0 63 � / �- 1
INLET 150 ��
-..._-
f PIPE 148 \ \ W.S\Phlips Parkway / \ \ \ t �w N N 01-0 >, M
_ / �'r '�� ..,�,� \ 18' RCP PIPE �, \ / �� �? a N a N „ w
PIPE 150 w ti M w w 0.67
33a ♦ M �s w 332 (�� o T I ` V.S. PhillipParkway M \\ \) 1 I
18" HDPE PIPE / w w �' `� 1+
` _ INLET 149 �� PIPE 146 I PIPE 144 \
361 , 18 RCP PIPE PIPE 142
�� 24" RCP PIPE
18" RCP PIPE
_ ..I�
g ".- / / PIPE 149
0.47 �3
\` \ 18" RCP PIPE \ \
360 � -- --__..
0.43 --_.._ •--.-.f
\ \
JB 148 � 324 \
_ ' INLET 148--
\
/ 363 �\� 0.76 � ( _ --- .. -- -- - --- _ _ ---�-- - ---... \- -- --- ---
0.27 � \ I I LVCI� ��
IN
f 43 (o W 12
16
IBLOCK 15
i i� i �i i 6• 7`
t / ` 2 I I BL C K 14
3 � 4 1 5 6 7 8 \ 9 4 I 2 � 3
I > W i2 BLOCK 15
�
/335 I
1.00
MunCasTer ane ��-PIPE 453
_ �m C M I
INLET 453 I 318 24" RCP PIPE ` \
J \ I
1.16
I 8 Muncaster Lane ��__ - _ i�
i
— -
- - -- _�__ _ --- - I
--- --- ------._ 1.84 JB 452
1 336 �- L Mti -(� Z1 /� W-12 W-12 l� 12 W-12 W-12 W-12 W -12—W-12 I
S-6 h
\ - --_ s -s — �„� / Muncastei�Lane
li I
_ M PIPE 454
18" RCP PIPE7
I COo
8� _5 --.__5 6__._ ---------_ S_-6. � 6 S-6 _-... _..._._-- 6 S-6 S-6 S-6 -
1 �v 1 X336 � � _ --- --- - ---5 6—
T�
- z -M a G-n� --- A
\ ( I I BLOCK ( 10 H ; BLO 19 V o.4a FH �I
20 I I ( w' --- -
i--- 1.. -- -- --/_ ---- _
335-- — — I ii ��,�....nr �*� \ 1 � I 9 �� � � 1 � 315
( i A 35� I �• mop— \ LOCK 7 I I
- I / '/ co
10 I I I I I� �� } 1 1 N
( / - ( MN I 10
N / i
\ I 351 — — Y
/ PIPE 452
24" RCP PIPE N
— — --'334- _ 339 rn
'Tj I I 350
/r 10 / I 3z / 200
10/323 �i.��——�/—�0
305 '
a i
/ 3
12
INLET 422 / I
3 � � \ I �11 in �' / 11 % orn \
N12 3 11 422
(
( 3 I I 338 \ I I \
I 1
\ I 4 / INLET 451 I l \ l 24" RCP PIPE / A
/ I \ 1 t PIPE 411
INLET 417 18 RCP PIPE
333 I \ �� `.
359 314
0.55 I 13 I I I / - 0.37
( 12 I I 4 12
INLET 482 5
— I 14 I 31s
( __ __
32 INLET 481 I 3 �, �! — — 0.72 / — — \ _
--� I -�- / t -�-
1 �- - / / / I PIPE 421
14 PIPE 482 I i ( I I �-- / / I i 301 HDPE PIPE 4 307 r j�
PIPE -' r--- ! ( / 5 I I 13/ I ! I I \ 5 ( I 13 /
6 T PIPE 471 I I I 77
15 24' RCP PIPE 0 INLET 471 I I/ �'/ I I I I I
�/o z
331 cPIPE;450 1; '30" HDPE� _ \
15 ( I I I( I PIPE 480 ( _- — —
24" HDPE PIPE /- I INLET 470 I I 320 (L \
II I 6 14 PIPE 461
7 / I 16 ( 329/ / I I % 18" RCP PIPE
INLET 460 I m / JB 420 (n z
\ 353 308
16 o.5s i oas 0.23 �—
// /
/ PIPE 470 I 32$ �32g 3 INLET 461 J N
( 24" HDPE PIPE
II _ I
350 J 8 341 CD 0 7 1' PIPE 460 , 7 15 I t 7 15
18" HDPE PIPE I I ( LOCK 1$ of I I I I
BL K B -1 / m /- / / c°
ZO I I \ I ( 30" RCP PIPE 14
1 I 330 I - -
I 17 I � 331
I I (( I / 0.43 0.43 / I `� I / \
PIPE 490 ( I I I I BLOCK 19 ( I( I I I I �" I 17 `I \ I
18" RCP PIPE / I PIPE 400
( ( N PIPE 406 I / JB 401
9 / 1 g 8 16 2-3 " RCP PIPE)8 16 I $ 16 co \ ' / 2-36" RCP PIPE
FH PIPE 409 ( I I I ( -r -T 16 C \ 2-36" HDPIPE PE PPE ( CO I I I % i I 1 PIPE. 401 I
INLET 490 _ --329 3 1 HDPE PIPE INLET 408 �� /� N / / \ F - 2 3fi" RCP PIPES JB 400
PIPE 402
-� INLET 403 I - " o
PIPE 409 PIPE 407 INLET 406 INLET 405 / I PIPE 403
36" HDPE PIPE I 2-36" HDPE PIPE I INLET 404 L 2-36" RCP PIPE
INLET 407 2 36 HDPE PIPE
_ _ -- - . _ _ -_--_ - _---__- -- - - _ . _ _ ---_ _. _. __ __ _ _ _ _ _ - _ _ ... __
r e
B -- — - -
PIPE 491 :; ` ;355 8-S 8-S g -S 9-S 2-S 9-S 8-S 8-S 2-S S -S 8-S 2--S 8 8-S -S 8-S 8-S 4=B �� ��M�' ��
E- 18" RCP PIPE I r•..:.,,...r:
INLET 409
u` 0.04 i:i ::i:' i."":, i r: ? PIPE 465 w ' I "T JB 402 G
_._ 354 �.. � -'1'!-1-`9'-'i1'.'
w .i ,.
' \ IIY{ G�
LEGEND
—
EXISTING CONTOURS
SURVEYED
PROPERTY BOUNDARY
DRAWN
ST
PROPOSD STORM SEWER
DATE
DRAINAGE AREA BOUNDARY
JPS
— - - — - - --
TIME OF CONCENTRATION
A#
AC.
DRAINAGE AREA LABEL
i1
0.03 PIPE 485
30" HDPE PIPE )
•Wviiv • � •
408 24" HDPE PIPE f. ` ti! -1-`"" �^ PIPE 405
�r L / w,- � X'Ri- ;, L Z L -S------ - -
RCP PIPE / ;: ;- ?� - ^` _ i 2-36" HDPE PIPE / PIPE 440 Z L S Z t -
`4tig� `� 24" RCP PIPE
�. •.,. �w
sv l.,e, .Ft. a„ -.aS i?3n. ;i
..,,�'.;,+y,...{, s, ... iwr ° � �.s r_�s�.1s.;j .+ w.::: � PIPE 430,...
�.. i .) �( L}� 4 / -?., .. I`i�:y.,�j •} F Z 4*t
PIPE 404 Lll30" RCP�'PIPE
2-36" RCP PIPE /\
'�-�-; 4:S�U 5 LL•.'i};';�'i ;.�..+ : i .L�;�.,u�f. t''�... �-•t.,iF1.=;Y `�'a1.{ � \� -��
616
04
:•t;'1.'>:i't>4St: :,.i�t�¢�.:Lsk,1;::`t �;i: .yi; i C."i:f '4,t'`"''`' / -.-"" ------.. ', I _.-. _._.____-. _ _
c:M1#.7}7,W��;:S t2? v>j:t�:� ��,,�.�:••`'7'�:?: }.$;•,: f f`:rr -.-�
l,`'a: �..l:d��M�tai� tt�t,*9} <.y Yy�:t,�nit yi?•h:*4�;',"`r ...�.-"' � 1
\ \ \ \ \ \
Sao i� \
A I i y�\�\�\
z&w 30 hultz Engineering, LLC
2730 Longmire, Suite A
College Station, Texas 77845
979.764.3900 TBPE NO. 12327
SURVEYED
DESIGNED
DRAWN
APPROVED
JOB NO.
DATE
-
JPS
RCF
JPS
13-257
JULY 2013
CASrPTEGATE II
SECTION 7O 1
COLLEGE STATION, TEXAS
DRAINA GE AREA MA- P
STORM SEWER SYSTEM
I
SCALE
VERTICAL
HORIZONTAL N/A
PLOTTING SCALE: 1:1
FILE NAME: 13-257
BCS DEVELOPMENT CO.
L1 C1 6985/42
-CI-TY Or COLLEGE STATION
CASTLEGATE II SUBVISION CERTIFICATE OF OWNERSHIP AND DEDICATION _
SECTION 200, PARKLAND, 10392/260
/ --- STATE OF TEXAS METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED IN THE ROBERT STEVENSON LEAGUE
1-7 ABSTRACT N0. 54, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING A PORTION OF THE REMAINDER OF A CALLED 202.66
_' - '_' COUNTY OF BRAZOS
N __
ACRE TRACT AS DESCRIBED BY A DEED TO 008 DORADO DEVEI� PMENT, LLC RECORDED IN VOLUME 9656; PAGE 213 OF THE OFFICIAL
PUBUC RECORDS OF BRAZOS COUNTY, TEXAS. � ,
C, I, Wallace Phillips IV, Manager of 3-D Development, owner and developer of the land
- shown on this plat, and designated herein as the Castlegate II Subdivision, Section SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
SS -I�jL y r 102, to the City of College Station, Texas, and whose name is subscribed hereto
PUBLIC UTILITY. ACCESS 0 BEGINNING AT A 1/2 INCH IRON ROD FOUND ON THE SOUTHWEST UNE OF A CALLED 75.07 ACRE TRACT AS DESCRIBED A E
•_.- Il.�l O � Hereby dedicate to the use of the public forever all streets, alleys, parks, greenways, BY DED TO
PV 1JS p 5Q• BCS DEVELOPMENT CO. RECORDED IN VOLUME 6985, PAGE 42 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY TEXAS MARKING
EASEMENT AND COMMON MT VARIE aj��W mfrostructure, easements and public places thereon shown for the purpose and THE NORTH CORNER OF SAID REMAINDER OF 6
S,
ROW $Jr O 202 6 ACRE TRACT AND THE EAST CORNER OF A CALLED 29.405 ACRE TRACT AS DESCRIBED
W V ,.., consideration therein expressed. All such dedications shall be in fee simple unless BY A DEED To THE AGNES C. BAKE o
10.. COMMUNICATIONS AREA 0.409 AC. ARIES P R REVOCABLE LIVING TRUST RECORDED IN VOLUME 2488, PAGE 64 OF THE OFFICIAL PUBLIC RECORDS
EASEMENT 3766/234 I 50' PIPELINE p0
expressly provided otherwise. OF BRAZOS COUNTY, TEXAS;
EASEMENT PER
�\ 3 9565/ N. - THENCE: S 48' 03' 31" E ALONG THE COMMON LINE OF SAID REMAINDER OF 202.66 ACRE TRACT' AND SAID 75.07 ACRE TRACT FOR A
$ 3 135
N 2 ,� 00 + DISTANCE OF 66.38 FEET TO THE NORTH CORNER OF A PARKLAND DEDICATION AREA AS REFLECTED ON THE . PLAT OF CASTLEGATE If _
S 6. 0 16 IE 87.81 \ ( __ _ _ h K • _ SUBDIVISION, SECTION 200, RECORDED IN VOLUME 10392, PAGE 260 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY TEXAS AND
S8Q �4' ,¢ Wallace Phillips IV, onager THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 625.50 FEET;
1' \ CITY OF
COLLEGE THENCE: ALONG THE COMMON LINE OF SAID REMAINDER OF 202.66 ACRE TRACT AND SAID PARKLAND DEDICATION, SAME BEING THE
76 STATION EXTENSION OF THE NORTHEAST LINE OF W. S. PHILLIPS PARKWAY, AND ALONG SAID CURVE. THROUGH A CENTRAL ANGLE OF 05' 47' 07"
- 2 MONUMENT FOR AN ARC DISTANCE OF 63.16 FEET (CHORD BEARS: S 45' 09' 58" E 63.13 FEET) TO THE END OF SAID CURVE;.
�-' 10' P.U.E. io � S8 `�' #137
THENCE: S 42' 16' 24" E CONTINUING ALONG THE COMMON LINE OF SAID REMAINDER OF 202.66 ACRE TRACT AND SAID PARKLAND
(TVP.) ��, Q7 42' 1 , 12.12'\' DEDICATION FOR A DISTANCE OF 286.25 FEET;
r o \ 4 -92 50'
+°? f 55.00' STATE OF TEXAS THENCE: THROUGH SAID REMAINDER OF 202.66 ACRE TRACT FOR THE FOLLOWING CALLS:.
37.50' COUNTY OF BRAZOS
10' P.U.E. _- �� S 47 43' 36" W FOR A DISTANCE OF 101.00 .FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET;
i- Before me the undersigned authority,
.- 6 ai 1 , P g On tnlS day personally appeared Wallace PItiIIIpS ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90'
E.00 00 FOR AN ARG DISTANCE OF 39.27 FEET (CHORD BEARS: S 02 43.
_ 1 o o (.�,) _ IV, known t0 me to be the person whose name is subscribed to the foregoing 36 W - 35.36 FEET) TO THE END OF SAID CURVE;
5 o - instrument; and acknowledged to me that he executed the same for the purpose and
,n Z o o consideration therein stated. P P S 47' 4,
3 36" W OR A DISTANCE OF 70.00 FEET TO
co C7 F THE BEGINNING OF A CLOCKWISE
I CURVE HAVING A RADIUS OF 25.00 FEET;
_
N
w 4 W I co
N N BLOCK 16 /d
2 `O Given Under m hand and- seal on this f JV�L ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90` 00'`00" FOR AN ARC DISTANCE OF 39.27 FEET (CHORD BEARS: N 8T 16'
Ij __ da ---- 2015(.. 24" W - T
Y -� Y o ------
35.36 FEET O THE END OF SAID CURVE
�\ z 3 W j )
51 P.U.E.i W c '
d• S 45'
08' 7"
2 W FOR A DIST o
ANCE OF 50.05 FEET,
_ a„Hui,, _
N .� x a % __ __ _ N 42' 16' 24 W FOR A DISTANCE OF 98.57 FEET'
Ni�a RIC:HAR �
7 z J
_ :.. N r P 1
�r _. _ Notary ata v ub Ic -Brazos` County, _ . Y Public.-State.of Texas _ Y, "
_ 1 _ S 41 56 44 W, FOR A DISTANCE OF2.6 4 3 FEET.
_ _
5 Commission . .. Y Com ,
on Ex fres
BLOCK 7, .,_.
P
P
i F. 1.
10 P.I.I.E. I Match 2
13.80' 5' P.u.E.
�tnu,.a 9, Z0�6 N 48 03 16 W FOR A DISTANCE OF 120.55 FEET;
S 41' 56' 44" W FOR A DISTANCE OF 40.00 FEET;
J _
3Q. + I z (TVP.)
3S • 2 „oro _
II/ --4'1:73 `"_ 5' P.U.E. J N 48' 03' 16" W FOR A DISTANCE OF 50.00 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 25.00
I
(TYP.) ! FEET:
700 1g ' 7.02' S.OiJ'- - , L _ I CERTIFICATE OF CITY ENGINEER
S4 J5 �0 - / ` �y ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90' 00' 00" FOR AN ARC DISTANCE OF 39.27 FEET CHORD BEARS: N 03' 03'
2 16' 2�' . ' 3 i `JO - -- I rl �;�A l3 < b 16" W - 35.36 FEET) TO THE END OF SAID CURVE;
0 23 , &LA4------------- City Engineer of the City of College Station, Texas,
MLt hereby certify that this Subdivision conforms to the requirements f he
Y Y q o f Subdivision.
N 48' 03' 16" W FOR A. DISTANCE OF 70.55 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 25.00.
L ncaster Lane ---_-_ Re of the N/F -- Regulations t City of College Station, Texas. FEET:
ILII, - _.
THE AGNES C. BAKER
8 ` 27' B -B PVMT, 50' ROW
REVOCABLE LIVING TRUST ( N ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90' 00'. 00 FOR AN ARC DISTANCE OF 39.27 FEET CHORD BEARS.• S 86 56,
44" W - 35.36 FEET TO 29.405 ACRE TRACT S"_ co An�ineev ) HE END OF SAID CURVE ON THE COMMON LINE OF SAID REMAINDER OF 202.66 ACRE -TRACT AND THE
$ ,q" •,,AFOREMENTIONED 29.405 ACRE TRACT,' FOR REFERENCE A 1/2 INCH IRON ROD FOUND MARKING THE WEST CORNER OF SAID
24 .8/64 9.67 16 ty
�� 24 ►p REMAINDER OF 202.66 ACRE TRACT BEARS: S 41' 56' 44" W FOR A DISTANCE OF 1231.80 FEET;
93.51' I�1�i1�L Llrl�
THENCE: N 41' 56' 44" E ALONG THE COMMON LINE OF SAID REMAINDER OF 202.66 ACRE TRACT AN
- RAC D SAID 29.405 ACRE TRACT FOR A
-„ �--N42`-- "
-'1 16
S48' 03' 16 N -
TYP. E 118.04P.U.E.� 2 -
c )f 4 ,
5' . W
8
7
I!il 11.20 � (TVP.) �
I
0
L0 I 4 ( cLO
o
ill
fi
IBLOCIL 20 I I
- N48` 03' 16"W N 120.55' i I .
( S48' 03' 1.6"E .N 1.20.55 - - I
5' P.U.E.
DISTANCEF
0 874.55 FE
ET TO THEOP INT OF BEGINNING CONTAINING 6.376 ACRES OF LAND, MORE OR LES,AS SURVEYED ON THE
GROUND. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. _
APPROVAL OF PLANNING AND ZONING COMMISSION
1, 1�` !' i 1 eti ('1,1'11 h'.e or+
1•i ------- Chairman of. the Planning and Zoning Commission of __� in=
the City of College Station, Texas, hereby certify that the attgched plat was duly E,,R.tj700 CJUH T `i
approved by the Commission on the day of ____-_-__-__,
205 . Oil. :1Un 27Y2014 at l.3 -3,'i'
fl^
Cha i•7> 5
7�
LINE TABLE
!-INE #
LENGTH
DIRECTION
L1
66.38'
S48' 03' 31 "E
L2
70.00'
S47' 43' 3611'W
L3
50.05'
S45' 08' 2711'W
L4
40.00'
S41' 56' 44"W
L5
50.00'
N48' 03' 16"W
L6
70.55'
N48' 03' 16"W
L7
36.96'
N48' 12' 30"W
DISTANCEF
0 874.55 FE
ET TO THEOP INT OF BEGINNING CONTAINING 6.376 ACRES OF LAND, MORE OR LES,AS SURVEYED ON THE
GROUND. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. _
APPROVAL OF PLANNING AND ZONING COMMISSION
1, 1�` !' i 1 eti ('1,1'11 h'.e or+
1•i ------- Chairman of. the Planning and Zoning Commission of __� in=
the City of College Station, Texas, hereby certify that the attgched plat was duly E,,R.tj700 CJUH T `i
approved by the Commission on the day of ____-_-__-__,
205 . Oil. :1Un 27Y2014 at l.3 -3,'i'
fl^
Cha i•7> 5
7�
,o
'O
-� m
1~
3 (TYP') N
I�
CURVE #
rl
RADIUS
DELTA
I
CHORD
o 10
¢n
O
63.16'
625:50'
005'47'07"
C_._..ttl-
t.,l
-
63.13'
S45'09'58"E
.
�
N
o
2
I NLn-
-
35.36'
I fimt L'nr
C3
39.27'
I
5' P.U.E.
25.00'
35.36'
I I
C4
--
25.00'
090'00'00"
N
(TYP.)
No3'03'16"W
N48' 03' 16"W N 120.55' (
I I
25.00'
090'00'00"
25.00'
35.36'
Z
..120.55'
39.20'
(
089'50'57"
24.93'
Receipt 1i bet Cl .t ti i. y..
S86.52'O2"W
C7
243.08'
03 16"E 120.55
I
;:j
.S48•
_
I to' P.U.E.3:
(vol. 11731
N35'31'27"W
[1
EKY '
21.03'
25.70'
(�
11.18'
20.41'
S18'10'43"E
Pg. 266
ryT
2
192'09'37"
469.40'
00
rl 1
�
o
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.
SECTION 101
.
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1 ,
ST�11 I J, Tf It i
'OF
20.41'
35.36'
II
W
o
o 11
(
�
-d �
I
I
I
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u
THEIS I _ :
CE SURVEYOR
CERTIFICATE OF . n -t
_ _ <t
? r r. .. s .,.,__ lnts It �,-r
:.. lr_m_,t� �rns
I
C13
41.79'
F
u7
27.66'
- _
10 P.U.E.
d �
12
__
, r ,
Pt1 L
! �.__ ien X11+� site tln,1 !.Il1�' �! i1'}L'e Pi� l
1
,o
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1~
3 (TYP') N
I�
CURVE #
rl
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
¢n
O
63.16'
625:50'
005'47'07"
31.61'
63.13'
S45'09'58"E
.
-
N
-
-
35.36'
S02'43'36'W
C3
39.27'
*.1
090'00'00"
25.00'
35.36'
NST16 24'W
C4
39.27'
25.00'
090'00'00"
d'
_ _
S48' 03 16 E N
No3'03'16"W
N48' 03' 16"W N 120.55' (
I I
25.00'
090'00'00"
25.00'
35.36'
Z
..120.55'
39.20'
- -
089'50'57"
24.93'
35.31'
S86.52'O2"W
C7
243.08'
(
I
025'22'06"
123.56'
CASTLEGATE 11
N35'31'27"W
l
21.03'
25.70'
048'11'23"
11.18'
20.41'
S18'10'43"E
SU Bv/ISION - -
167.69'
50.00'
192'09'37"
469.40'
99.44'
0
o
C10
C11
21.03'
39.27
SECTION 101
048'11'23"
090'00'00"
11.18'
25.00'
20.41'
35.36'
Nth?E
N86 "E
C12
+ri 12
(
25.00'
_
117,31/266
I I
35.36'
S03'03'16"E
C13
41.79'
20' P.U.E.
u7 t0
27.66'
O p
N N
4
S89 -50'10"W
C14
'
751.00'
j
(TVP.)Lo
115.55'
N2715'08"W
�
N49 -03'16"W
120..x35'
5' P.U.E.
.E
13
PLIC urluTY &
-----_______"._:..___._.._"..__.._EXISTING EASEMENT LINE
,
N
S48' 03 16"E 120.55
t0
N 3' 16 "W N
48' 0 120.55
pPUBpLIC UTILITY� ACCESS
DCS DORADO
PUBLIC UTILITY &
ACCESS EASEMENT
AND COMMON AREA
ESS EASEMENT
iCOMMONAREA
0.11 AC.
ROW LINE
-1
--�
EASEMENT AND COMMON
NT
0.06 AC.
(vol. 11731
Pg. 266
(Vol. 11731
Pg; 266) _
COMMON AREA
o ( b
o 13
W
p �
n
CV i
AREA 0.06 AC.
202.66 AC. TRACT
'
40 20 0 40
LO
o
E
(
N
dCi
N N
5
I l
L5
1
LO
r?
-• - .r - Y _-._
1 _ -t
STAT F TEXAS
I _�n
_ m;
E 0
n - t.
and dI
COUNTY 01" BRAZOS /�f s�,.0 T'__Urdr_-d ,(t liiP ;f+OliJtlr� ,fin+� rn3,? 1--i 7C- I(,',::):I. T•'•.�---
71' the Official Public rel-arLIT of ii.),I.i;''�I.I12 ' 1"J
1.
1, Brad Kerr, Registered Professional Land Give No. 4502, in the State of Texas,
hereby certify that this plat is true an Corrge and was prepared from an actual fahN"I'
survey of property and that the rtey
a�rke�r
s and monuments were e Placed
under my supervision on the g
;7a 5t+�tlPef1 tlere,,n hJ ;118.
R.P.L.S. No. 4502
Jun
Paten rid,91jeenr Bra Q5 f:ountu Marl'
,
L`
..,+� GENERAL NOTES:
� ✓, 1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE PLANE-
. ,1
COORDINATE •�-_ ", �U1, ,�..,.,• E S Y
STEM LAMBERT PROJECTION, .CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND.
` 2. AL
CERTIFICATE OF THE COUNTY CLERK A LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS SPECIFIED IN THE CITY OF COLLEGE
I ( {. I STATION UNIFIED DEVELOPMENT -0RDINANCE FOR THE ZONING CLASSIFICATION IN WHICH THEY LAY.
- - V � � _ 3. ALL LOTS ARE ZONED R-1.
STATE OF TEXAS 4. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE
S48' 03' 16"E � 120.55' � � - COU TY 0f= BRAZOS ,
N48' 03' 16"W 120.55' I �- .. _ - -� 12-06-1841 P LETTER OF MAP REVISION, DATED MAY 18, 2012.
- I l Ui� County Clerk, in and for said county, do hereby certify
5. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATON HOA
- that this lot to they with its certifi ates of authenticat' was filed for record in 6. 1/2 IRON RODS WILL BE SET AT ALL LOT CORNERS AND ANGLE POINTS UNLESS NOTED OTHERWISE.
0 14 I I Cb p
I my office the day of _ _ _ in the Deed Records of 7• EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES 1N CALIPER OR ONE 4
Brazos County, Texas, in Volume h PageINCH CALIPER 3222.
'n "7 I.-------- 8. DISTANCES SHOWN EONE CURVES ORDINANCE
CHORD LENGTHS.
N I WITNESS my hand and official Seal, at my office i Br an, Texas. 9. THIS PLAT IS IN THE SPRING CREEK IMPACT FEE AREA.
I 6 r I I Y
L Ln 15
S48' 03' 16"E 120.55'
N48' 03' 16"W N 120.55' l - County Clerk
10' P.U.E. " : Brazos. County, Texas
Vol. 11731 _
-
p _TYP.
( )
5' P.U.E. Pg. 266)
u
_
0 - 1
15
,A
_ 10' P.U.E. O
' 7 (TVP-)
r -LO LO 16
S48' 03' 16'`E 120.55'I ( _ i_ L
( I (
5' P.u.E. ( N48' 03' 16"W N 120.55'
--f --I- CASTLEAT'�, II SUBDIVISION
-0
0 pp
,ri tri -
I
I
I I
I
LO
0
SECTION 102
N
8 � L;
I
u7
- - I 6.376 ACRES
S48' 03' 16"E 120.55' VICINITY MAP
I
I I
VIIII
i
,o
Curve Table
o
I
I
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C1
63.16'
625:50'
005'47'07"
31.61'
63.13'
S45'09'58"E
C2
39.27'
25.00'
090'00'00"
25.00'
35.36'
S02'43'36'W
C3
39.27'
25.00'
090'00'00"
25.00'
35.36'
NST16 24'W
C4
39.27'
25.00'
090'00'00"
25.00'
35.36'
No3'03'16"W
C5
39.27'
25.00'
090'00'00"
25.00'
35.36'
S8656'44"W
C6
39.20'
25.00'
089'50'57"
24.93'
35.31'
S86.52'O2"W
C7
243.08'
549.00'
025'22'06"
123.56'
241.10'
N35'31'27"W
C8
21.03'
25.70'
048'11'23"
11.18'
20.41'
S18'10'43"E
C9
167.69'
50.00'
192'09'37"
469.40'
99.44'
N89"50-1 0"E
C10
C11
21.03'
39.27
25.00'
25.00'
048'11'23"
090'00'00"
11.18'
25.00'
20.41'
35.36'
Nth?E
N86 "E
C12
39.27'
25.00'
090'00'00"
25.00'
35.36'
S03'03'16"E
C13
41.79'
25.00'
095'46'51"
27.66'
37.09'
S89 -50'10"W
C14
115.67'
751.00'
008'49'28"
57.95'
115.55'
N2715'08"W
-• - .r - Y _-._
1 _ -t
STAT F TEXAS
I _�n
_ m;
E 0
n - t.
and dI
COUNTY 01" BRAZOS /�f s�,.0 T'__Urdr_-d ,(t liiP ;f+OliJtlr� ,fin+� rn3,? 1--i 7C- I(,',::):I. T•'•.�---
71' the Official Public rel-arLIT of ii.),I.i;''�I.I12 ' 1"J
1.
1, Brad Kerr, Registered Professional Land Give No. 4502, in the State of Texas,
hereby certify that this plat is true an Corrge and was prepared from an actual fahN"I'
survey of property and that the rtey
a�rke�r
s and monuments were e Placed
under my supervision on the g
;7a 5t+�tlPef1 tlere,,n hJ ;118.
R.P.L.S. No. 4502
Jun
Paten rid,91jeenr Bra Q5 f:ountu Marl'
,
L`
..,+� GENERAL NOTES:
� ✓, 1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE PLANE-
. ,1
COORDINATE •�-_ ", �U1, ,�..,.,• E S Y
STEM LAMBERT PROJECTION, .CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND.
` 2. AL
CERTIFICATE OF THE COUNTY CLERK A LOTS WILL MEET SETBACK AND OTHER REQUIREMENTS AS SPECIFIED IN THE CITY OF COLLEGE
I ( {. I STATION UNIFIED DEVELOPMENT -0RDINANCE FOR THE ZONING CLASSIFICATION IN WHICH THEY LAY.
- - V � � _ 3. ALL LOTS ARE ZONED R-1.
STATE OF TEXAS 4. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE
S48' 03' 16"E � 120.55' � � - COU TY 0f= BRAZOS ,
N48' 03' 16"W 120.55' I �- .. _ - -� 12-06-1841 P LETTER OF MAP REVISION, DATED MAY 18, 2012.
- I l Ui� County Clerk, in and for said county, do hereby certify
5. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATON HOA
- that this lot to they with its certifi ates of authenticat' was filed for record in 6. 1/2 IRON RODS WILL BE SET AT ALL LOT CORNERS AND ANGLE POINTS UNLESS NOTED OTHERWISE.
0 14 I I Cb p
I my office the day of _ _ _ in the Deed Records of 7• EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES 1N CALIPER OR ONE 4
Brazos County, Texas, in Volume h PageINCH CALIPER 3222.
'n "7 I.-------- 8. DISTANCES SHOWN EONE CURVES ORDINANCE
CHORD LENGTHS.
N I WITNESS my hand and official Seal, at my office i Br an, Texas. 9. THIS PLAT IS IN THE SPRING CREEK IMPACT FEE AREA.
I 6 r I I Y
L Ln 15
S48' 03' 16"E 120.55'
N48' 03' 16"W N 120.55' l - County Clerk
10' P.U.E. " : Brazos. County, Texas
Vol. 11731 _
-
p _TYP.
( )
5' P.U.E. Pg. 266)
u
_
0 - 1
15
,A
_ 10' P.U.E. O
' 7 (TVP-)
r -LO LO 16
S48' 03' 16'`E 120.55'I ( _ i_ L
( I (
5' P.u.E. ( N48' 03' 16"W N 120.55'
--f --I- CASTLEAT'�, II SUBDIVISION
-0
0 pp
,ri tri -
I
I
I I
I
LO
0
SECTION 102
N
8 � L;
I
u7
- - I 6.376 ACRES
S48' 03' 16"E 120.55' VICINITY MAP
I
I I
VIIII
i
,o
I
I 17
BLOCK 16
o
I
I
N48' 03' 16"W
_ -
120.55' I
I
_ -
,a
-
LEND
1
.
0
_
o I
I
; PLAT BOUNDARY
5' P.U.E.
(TVP)
/
9
N
5' P.U.E. I j
1
I
I o
- - - LOT LINE
-
O 1
S4T 03' 16"E - 70.55'L
N48' 03' 16 W N
------
120.55' -- _
_---
;
0 PROPERTY CORNER
III
o
BramberDrivel
-
-
P.U•E. PUBLIC UTILITY EASEMENT
0
o
00
00
-� - _ -;- - -_ - EASEMENT LINE
.-27'
B-8 PVMT, 50' Row
N:
N49 -03'16"W
120..x35'
PLIC urluTY &
-----_______"._:..___._.._"..__.._EXISTING EASEMENT LINE
L61
pPUBpLIC UTILITY� ACCESS
DCS DORADO
PUBLIC UTILITY &
ACCESS EASEMENT
AND COMMON AREA
ESS EASEMENT
iCOMMONAREA
0.11 AC.
ROW LINE
j,
--�
EASEMENT AND COMMON
DEVELOPMENT LLC.
REMAINDER of
0.06 AC.
(vol. 11731
Pg. 266
(Vol. 11731
Pg; 266) _
COMMON AREA
AREA 0.06 AC.
202.66 AC. TRACT
'
40 20 0 40
966/213
L5
SCALE IN FEET
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
26 LOTS
BLOCK 16, LOTS 1 THRU 9
BLOCK 20, LOTS 10 TFIRU 16
OWNER/DEVELOPER:
3-1) Development SCALE 1":40'
1490 Castlegate Drive ENGINEER:
College Station, TX 77845 JANUARY 2014
(979) 690-17250 Schultz Engineering, LLC
SURVEYOR: TBPE NO. 12327
Brad Kerr, RPLS No. 4502 2730 LONGMIRE, SUITE A
College Station, Texas 77845
.Kerr 5tuveving, LLC
409 N. Texas Ave (979) 764-3900
Bryan, TX 77803
(979) 268-3195
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