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CURVE TABLE,
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GE STATIQ
20' P.0 . Alexandria'Subdivision
Phe 6
39.75'
ZO
I
25.49'
ZONED GE -GENERAL
I
C2
39.27'
SUBURBAN
90.00'00
25.00'
35.36'
a
aaP
fF
�--�
�.s �
j
-••5555^
C�T CF BAS
`. �6ED CUFF FINAL PI - 40,
35:'50-'''
I
C esa Lane
C3, C4, C5. C6, C14, C17, C18, C57, C58, C62 & C65 HAVE BEEN OMITTED.
P
Phase 4B
30' PIPE fryP1GLJ
r.
--6'x3' M80 18'' PIPE
35"E ,-- 430:
ssaneake Court
1 _ �.� �.....xs, a:r��Fr a .. ,.a.,,,<.�,K�,.,,.�. .,r :,.::.
LEGEND
JUNC. box I MATCHLIN ET 1 OF 2 y `` '[ �,, I I I I 1 I I I I I
1 I 1 I I 1 I I I
R:
.; Mi
8'R'srizc I SHEET 2 OF 2 I _-, ,
_ __ � w�f, EXISTING ONTOUR (MAJOR) � EXISTING SANITARY SEWER LINE
a N.;fW.'. C2.. , n .,f!fi,u f.`.. die, .,: Y <-,t "'..:r3;.firrs,- , r .:n,,,F..<,4w. ..Sb' . ,. fi ,,:,f+,;. r; •
- - N i 1 .. w° EXISTING CONTOUR (MINOR) " EXISTING WATERLINE
10' INLET O 1 11 1 )
' TE . �
r 1,.8..14 58 � .05 ' j PLAT BOU DARY -5 s
%� E PROPOSED 6 SANITARY SEWER LINE
PHASE LI -s-S-8-
PROPOSED PROPOSED 8" SANITARY SEWER LINE
I i rt - - - - - LOT LINE o PROPOSED SEWER MANHOLE
I s 'a °IFI ' � �,;,• °�
�� _ E ' O PROPERTY CORNER
___E___.. E __ 4 �.�` e d r.. �\ i/ s PROPOSED SEWER CLEANOUT
EXISTING 15' ti� � ,. I 'Laky - . ����-------------
1 SEWER UNE - �+ 1 PROPOSED EASEMENT LINE - PROPOSED' 6" WATERLINE-
„ I }
EXISTING EASEMENT LINE PROPOSED 8 WATERLINE
LUNEL ROW LINE - `" PROPOSED 12" WATERLINE
-� _ _ E
/ ' PROPOSED FIRE HYDRANT
`�.� ,✓.--�, �. � PROPOSED 4 SIDEWALK
_
Lakeside Villagee ,
? oP
ROPOSED STORM SEWER
Subdivision ,
SIDEWALK
Phase L_Z_� SWIM PROPOSED STORM INLETFLOODPLAIN BOUNDARY
\ , E _
ZONED GS -GENERAL.
_�-__ ...� 509 0 r�� 100 � ���� CITY OF C� FLOW DIRECTION
°EE , „ €
SUBURBAN ✓ 'ALE IN EE T
COLLEGE STATION
I �� GREENWAY�DEDICATION AREA
# VICINITY MAP
E i N
�0
:51
;s.
0
LINE TABLE
CURVE TABLE,
CURVE
TABLE
f
€
CURVE
Alex
mdria Subdivis
Phase 4B
on
CHORD BEARING
Ct
39.75'
ZO
D GS -GENERAL
25.49'
35.69'
I
C2
39.27'
UBURBAN
90.00'00
25.00'
35.36'
€
C7-
39.47'
25:00'
90'27'38-
25:20"
35:'50-'''
I
CS
I
jE!
#
C3, C4, C5. C6, C14, C17, C18, C57, C58, C62 & C65 HAVE BEEN OMITTED.
P
Phase 4B
30' PIPE fryP1GLJ
r.
--6'x3' M80 18'' PIPE
35"E ,-- 430:
ssaneake Court
1 _ �.� �.....xs, a:r��Fr a .. ,.a.,,,<.�,K�,.,,.�. .,r :,.::.
LEGEND
JUNC. box I MATCHLIN ET 1 OF 2 y `` '[ �,, I I I I 1 I I I I I
1 I 1 I I 1 I I I
R:
.; Mi
8'R'srizc I SHEET 2 OF 2 I _-, ,
_ __ � w�f, EXISTING ONTOUR (MAJOR) � EXISTING SANITARY SEWER LINE
a N.;fW.'. C2.. , n .,f!fi,u f.`.. die, .,: Y <-,t "'..:r3;.firrs,- , r .:n,,,F..<,4w. ..Sb' . ,. fi ,,:,f+,;. r; •
- - N i 1 .. w° EXISTING CONTOUR (MINOR) " EXISTING WATERLINE
10' INLET O 1 11 1 )
' TE . �
r 1,.8..14 58 � .05 ' j PLAT BOU DARY -5 s
%� E PROPOSED 6 SANITARY SEWER LINE
PHASE LI -s-S-8-
PROPOSED PROPOSED 8" SANITARY SEWER LINE
I i rt - - - - - LOT LINE o PROPOSED SEWER MANHOLE
I s 'a °IFI ' � �,;,• °�
�� _ E ' O PROPERTY CORNER
___E___.. E __ 4 �.�` e d r.. �\ i/ s PROPOSED SEWER CLEANOUT
EXISTING 15' ti� � ,. I 'Laky - . ����-------------
1 SEWER UNE - �+ 1 PROPOSED EASEMENT LINE - PROPOSED' 6" WATERLINE-
„ I }
EXISTING EASEMENT LINE PROPOSED 8 WATERLINE
LUNEL ROW LINE - `" PROPOSED 12" WATERLINE
-� _ _ E
/ ' PROPOSED FIRE HYDRANT
`�.� ,✓.--�, �. � PROPOSED 4 SIDEWALK
_
Lakeside Villagee ,
? oP
ROPOSED STORM SEWER
Subdivision ,
SIDEWALK
Phase L_Z_� SWIM PROPOSED STORM INLETFLOODPLAIN BOUNDARY
\ , E _
ZONED GS -GENERAL.
_�-__ ...� 509 0 r�� 100 � ���� CITY OF C� FLOW DIRECTION
°EE , „ €
SUBURBAN ✓ 'ALE IN EE T
COLLEGE STATION
I �� GREENWAY�DEDICATION AREA
# VICINITY MAP
E i N
�0
:51
;s.
0
LINE TABLE
CURVE TABLE,
CURVE
TABLE
f
CURVE
CURVE
LENGTH
RADIUS 'DELTA
TANGENT CHORD
CHORD BEARING
Ct
39.75'
25.00'
91'06'21"
25.49'
35.69'
S02.3l'29'E
C2
39.27'
25.00'
90.00'00
25.00'
35.36'
N86'55'21.'.E_
C7-
39.47'
25:00'
90'27'38-
25:20"
35:'50-'''
N0318�28Vry
CS
39.46'
25.00'
90'26'16'
25.19'
35.49'
S86'14'35"w
C9
39.08'
25.00'
89'33'44"
24.81'
35.22'
S03'45'25"E
C10
39.07'
25.00'
89'32'22"
24.80'
35.21'
N86'41'32"E
C11
39.47'
25.00'
90.27'38'
25.20'
35.50'
S03'18'28'E
C12
39.07
25.00'
89'32'22'
24.80'
35.21'
N86 -41-32"E
C13
15.77'
25.00'
36'07'59'
8.16'
15.51'
N23'51'21 "E
C14
--
--
--
--
--
--
C15
15.77'
25.00'
36'07'59"
8.16'
15.51'
S29'39'20"E
C16
13.59'
25.00'
31'09'02'
6.97'
13.43'
S63'17'51'E
C17
--
--
--
--
--
--
C18
--
--
--
--
--
35.36'
C19
39.27'
25.00'
90'00'00"
25.00'
35.36'
S03'04'39E
C20
39.56'
25.00'
90'40'23'
25.30'
35.56'
N8635'10"E
C21
229.88'
430.00'
30'37'52"
117.76'
227.16'
S56'33'54W
C22-
39.26'=
25:00-'
89'58'35-":
24;99'•
35:35'
NOX05'22*0
C23
39.27'
25.00'
90'00'00'
25.00'
35.36'
S86'55'21 "W
C24
39.27'
25.00'
90.00'00'
25.00'
35.36'
NO3'04'39"W
C25-
13.62"
' 25:00"
31'12'54-
6.-98':
13:45"
' N13T41'06"W"
C26
133.02'
50.00'
152'25'48"
203.79'
97.12'
SONO V39"E
C27
13.62'
25.00'
31'12'54'
6.98'
13.45'
N57*31'48"E
C28
39.27'
25.00'
90.00'00"
25.00'
35.36'
NO3'04'39'W
C29
38.79'
25.00'
88'53'39'
24.52'
35.01'
S87*28'31'W
C30
36.66'
25.00'
84!01'02*
22.52'
33.46'
S83'55'52"W
C31
202.13'
430.00'
26.55'58"
102.97'
200.27'
S67 -31'36"E
C32
197.76'
370.00'
30.37'26"
101.30'
195.42'
N65.40'52W
C33
40.27'
25.00'
92'17'30'
26.02'
36.06'
NOV13'24"W
C34
1 39.27'
25.00'
90.00100'
25.00'
35.36'
N8655'21 "E
C35
39.27'
25.00'
90'00'00"
25.00'
35.36'
S03'04'39"E
C36
39.27'
25.00'
90'00'00'
25.00'
1 35.36'
S8655'21 "w
C37
39.27'
25.00'
90.00'00'
25.00'
35.36'
NO3'04'39"W
C38
39.27'
25.00'
90'00'00"
25.00'
35.36'
N8655'21 "E
C39
39.27'
25.00'
90.00'00"
25.00'
35.36'
S03.04'39'E
C40
39.27'
25.00'
90'00'00"
25.00'
35.36'
S8655'21 "W
041
39.27'
25.00'
90.00'00"
25.00'
35.36'
NO3'04'39"W
C42
39.27'
25.00'
90.00'00'
25.00'
35.36'
N8655'21 "E
C43
39.27'
25.00'
90'00'00'
25.00'
35.36'
S03 -04.39-E
C44
39.27'
25.00'
90•.00'00'
: 25.00.'.-
35.36'
SB6:55!2A
C45
39.27'
25.00'
90'00'00'
25.00'
35.36'.
NO3'fl439"W--
C46
39.27'-'
25:00"
90.00'00"
" 25-:00"`
` 3536"
' N86'552t'E-
C47
39.27' 1
25.00'
90'00'00" 1
25.00'
35.36'
S03'04'39"E
C48
39.27'
25.00'
90'00'00"
25.00'
35.36' 1
S86.55'21'W
C49
39.27'
25.00'
90.00'00"
25.00'
35.36'
NO3*Oe39"W
C50
39.27'
25.00'
90'00'00"
25.00'
35.36'
N8655'21 "E
C51
39.27'
25.00'
90.00'00"
25.00'
35.36'
S03*Oe39'E
C52
39.27'
25.00'
90'00'00"
25.00'
35.36'
S8655'21 "W
C53
39.26'
25.00'
89'58'35'
24.99'
35.35'
NO3'05'22'W
C54
39.28'
25.00'
90.01'25'
25.01' 1
35.36'
N8654'38"E
C55
39.27'
25.00'
90.00'00'
25.00'
35.36'
SO.TO V39'E
C56
42.72'
25.00'
97'54'04"
28.71'
37.71'
SOT01'41 "E
C59
98.49'
425.00'
13'16'39"
49.47'
98.27'
S35.17'01"W
C60
30.70'
25.00'
70.21'43'
17.62'
28.81'
N63'49'33"E
C61
161.54'
370.00'
2900'52'
82.08'
160.26'
S68'29'09'E
C63
39.07'
25.00'
89'32'22"
24.80'
35.21'
S86'41 '32W
C64
39.47'
25.00'
90'27'38"
25.20'
35.50'
NO3'18'28"W
C66
44.72'
25.00'
10729'22"
31.14'
38.99'
S21'01'56'E
C67
76.64'
375.00'
11'42'36"
38.45'
76.51'
S36'OeO3"W
C68
39.07'
25.00'
89'32'22"
24.80'
35.21'
S86'41'32"W
C69
39.47'
25.00'
90'27'38"
25.20'
35.50'
NOT 18'28'W
C70
38.51'
25.00'
88'15'46'
24.25'
34.82'
N86'03'14"E
C71
168.58'
430.00'
2727'43"
85.38'
167.50'
N61'02'45"W
C72
39.27'
25.00'
90'00'00"
25.00'
35.36'
SOTO4'39'E
C73
39.07'
25.00'
89'32'22"W.80'
35.21'
S86'41'32"W
C74
39.47'
25.00'
90'27'38"
25.20'
35.50'
NO3'18'28"W
C75
39.27'
25.00'
90'00'00"
25.00'
35.36'
N8655'21 "E
C76
39.27'
25.00.'
90'00.00'
25.00'
35.36'
S03'04'39'E
C77
39.27'
25.00'
90'00'00'
25.00'
35.36' 1
S86'55'21 "W
C78
39.27'
25.00'
90'00'00'
25.00'
35.36'
NO3'04'39"W
C79
39.27'
25.00'
90'00'00'
25.00'
35.36'
N8655'21 "E
C80
39.27'
25.00'
90.00'00"
25.00'
35.36'
S03'04'39'E
Cal
39.27'
25.00'
90'00'00"
25.00'
35.36'
S86-55121 *w
C82 '
39.27--
25.00':'
90'00'00'-
25:00:';
, 3&26>:'
N113'044'39 M '
C83-
39.27'
25.00'
9(roC '
25:00'•
35.36'•
N86*55,121!En,
C84
39.27'
25.00'
90'0000'
25.00'
35.36'
S03'04'39'E
C85
39.27'
25.00'
90'00'00'
25.00'
35.36'
S6655'21'W
C86
39.27'
25.00'
90'00'00"
25.00'
35.36'
NOT04'39"W
C67
39.27'
25.00'
90'00.00'
25.00'
35.36'
N8655'2I "E
C88
39.27'
25.00'
90'00'00"
25.00'
35.36'
S03'0439"E
C89
39.27'
25.00'
90'00'00"
25.00'
35.36'
S86'55'21 "W
C90
39:27"
25:00''` 190'00'00'
`
25:00''
35036'°
NO3'04`39"W-'
C3, C4, C5. C6, C14, C17, C18, C57, C58, C62 & C65 HAVE BEEN OMITTED.
P
Phase 4B
30' PIPE fryP1GLJ
r.
--6'x3' M80 18'' PIPE
35"E ,-- 430:
ssaneake Court
1 _ �.� �.....xs, a:r��Fr a .. ,.a.,,,<.�,K�,.,,.�. .,r :,.::.
LEGEND
JUNC. box I MATCHLIN ET 1 OF 2 y `` '[ �,, I I I I 1 I I I I I
1 I 1 I I 1 I I I
R:
.; Mi
8'R'srizc I SHEET 2 OF 2 I _-, ,
_ __ � w�f, EXISTING ONTOUR (MAJOR) � EXISTING SANITARY SEWER LINE
a N.;fW.'. C2.. , n .,f!fi,u f.`.. die, .,: Y <-,t "'..:r3;.firrs,- , r .:n,,,F..<,4w. ..Sb' . ,. fi ,,:,f+,;. r; •
- - N i 1 .. w° EXISTING CONTOUR (MINOR) " EXISTING WATERLINE
10' INLET O 1 11 1 )
' TE . �
r 1,.8..14 58 � .05 ' j PLAT BOU DARY -5 s
%� E PROPOSED 6 SANITARY SEWER LINE
PHASE LI -s-S-8-
PROPOSED PROPOSED 8" SANITARY SEWER LINE
I i rt - - - - - LOT LINE o PROPOSED SEWER MANHOLE
I s 'a °IFI ' � �,;,• °�
�� _ E ' O PROPERTY CORNER
___E___.. E __ 4 �.�` e d r.. �\ i/ s PROPOSED SEWER CLEANOUT
EXISTING 15' ti� � ,. I 'Laky - . ����-------------
1 SEWER UNE - �+ 1 PROPOSED EASEMENT LINE - PROPOSED' 6" WATERLINE-
„ I }
EXISTING EASEMENT LINE PROPOSED 8 WATERLINE
LUNEL ROW LINE - `" PROPOSED 12" WATERLINE
-� _ _ E
/ ' PROPOSED FIRE HYDRANT
`�.� ,✓.--�, �. � PROPOSED 4 SIDEWALK
_
Lakeside Villagee ,
? oP
ROPOSED STORM SEWER
Subdivision ,
SIDEWALK
Phase L_Z_� SWIM PROPOSED STORM INLETFLOODPLAIN BOUNDARY
\ , E _
ZONED GS -GENERAL.
_�-__ ...� 509 0 r�� 100 � ���� CITY OF C� FLOW DIRECTION
°EE , „ €
SUBURBAN ✓ 'ALE IN EE T
COLLEGE STATION
I �� GREENWAY�DEDICATION AREA
# VICINITY MAP
E i N
�0
:51
;s.
0
L3 & L4 HAVE BEEN OMITTED.
MUM
ZONED GS -GENE
SUBURBAN
4�
Purple Martin Cove
NOT TO SCALE�tn
} � E S ��F G o N
PROJECT
LOCATION
sIs'a .". ._ x 3 kx' i£� 7< M&..f'.fi'Z ar t
11.25 Acre Common / n+�=
111 ada r �r
s'�aF .t "' z kr"'!
Own & Maintained b \ �, �, ,P
S rook Homeowner's � E� ��� '
Associatio i
Vol. 2 9.241
ga
Vr
J011� k
LINE TABLE
CURVE TABLE,
....... ..._.._ ------- __.
I
j Alexandria Sub 'vision
Ptiase3
I
'
!lj
f
CURVE
LENGTH
t
1
ZONED GS -G
SUBURB
TANGENT
CHORD
CHORD BEARING
C91
39.27'
25.00'
90'00'00"
25.00'
35.36'
I
C92
I
25.00'
90.00'00"
L3 & L4 HAVE BEEN OMITTED.
MUM
ZONED GS -GENE
SUBURBAN
4�
Purple Martin Cove
NOT TO SCALE�tn
} � E S ��F G o N
PROJECT
LOCATION
sIs'a .". ._ x 3 kx' i£� 7< M&..f'.fi'Z ar t
11.25 Acre Common / n+�=
111 ada r �r
s'�aF .t "' z kr"'!
Own & Maintained b \ �, �, ,P
S rook Homeowner's � E� ��� '
Associatio i
Vol. 2 9.241
ga
Vr
J011� k
LINE TABLE
CURVE TABLE,
CONT.
LENGTH
BEARING
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C91
39.27'
25.00'
90'00'00"
25.00'
35.36'
N86'55'21'E
C92
39.27'
25.00'
90.00'00"
25.00'
35.36'
S03'04'39"E
C93,
39.27
25.00'
90'00'00"
25.00'
35.36'
S8655'21 *W
C94
39.26'
25.00'
89'58'35'
24.99'
35.35'
NO3'05'22W
C95
39.28'
25.00'
90.01'25"
25.01'
35.36'
N86.54'38E
C96
39.27'
25.00'
90.00'00'
25.00'
35.36'
S03 -04.39-E
C97
39.42'
25.00'
90'21'19'
25.16'
35.46'
S8T06'00"W
C98
39.11'
25.00'
89'38'41'
24.85'
35.25'
NOT54'00"W
C99
39.27'
25.00'
90.00100"
25.00'
35.36'
N86'55'21 "E
C100
39.27'
25.00'
90.00'00"
25.00'
35.36'
S03'04'39"E
C101
39.42'
25.00'
90.21'19'
25.16'
35.46'
S8T06'00"W
C102
39.11'
25.00'
89'36'41"
24.85'
35.25'
NO2'54'00"W
C103
39.27'
25.00'
90'00'00'
25.00'
35.36'
N86'55'21'E
C104
39.27'
25.00'
90'00'00"
25.00'
35.36'
S03'04'39'E
C105
39.42'
25.00'
90.21'19"
25.16'
35.46'
S8T06'00'W
C106
39.11'
25.00'
89'38'41"
24.85'
35.25'
NO2'54'00"W
C107
39.27'
25.00'
90'00'00"
25.00'
35.36'
N8655'21 *E
' . C408u
39.27'
25.00'
90'00'00"
25.00'
35.36'
S03'04'39'E
C109
39.42'
25.00'
90.21'19"
25.16'
35.46'
S8T06'00"W
Clio
39.11'
25.00'
89.38'41'
24.85'
35.25'
NO2'54'00"W
Ct11 ;
39.27'
25.00'
90'00'00"
25.00'
35.36'
N8655'21 *E
0112
39.34'
25.00'
90'09'21"
25.07'
35.40'
N86'49'15'E
C113
52.36'
50.00'
60.00'00"
28.87'
50.00'
NII'44'35"E
C114
170.16'
50.00'
194'59' 3
380.05'
99.15'
S79'l4'16'W
L3 & L4 HAVE BEEN OMITTED.
MUM
ZONED GS -GENE
SUBURBAN
4�
Purple Martin Cove
NOT TO SCALE�tn
} � E S ��F G o N
PROJECT
LOCATION
sIs'a .". ._ x 3 kx' i£� 7< M&..f'.fi'Z ar t
11.25 Acre Common / n+�=
111 ada r �r
s'�aF .t "' z kr"'!
Own & Maintained b \ �, �, ,P
S rook Homeowner's � E� ��� '
Associatio i
Vol. 2 9.241
ga
Vr
J011� k
LINE TABLE
- .406 AC.
LINE
LENGTH
BEARING
L1
107.72'
N41 -01.27-E
L2
73.58'
S48.04'39'E
L5
72.89'
S48'32'17"E
L6
90.20'
N41'55'21 "E
L7
89.80'
N41'55'21'E
LB
65.42'
S4r04'39"E
L9
89.54'
N41.53'56'E
L10
89.52'
N41'55'21'E
Lll
89.52'
N41'55'21'E
L12
77.58'
N41 -55'21'E
L13
75.70'
S48'04'39"E
Ll'
83.06'
N4l'5V21 "E -
L15
103.04'
S80'59'35'E
L16
20.58'
N28 -38.42-E
L17
67.55'
S80'59'35'E
L18
65.00'
S48'04'39'E
L19
65.00'
S48'04'39"E
L20
65.00'
S48'04'39'E
L21
65.00'
S4T43'20'E
L22
66.00'
S48'04'39"E
L23
66.00'
S48'04'39'E
L24
66.00'
S48'04'39'E
L25
66.00'
S4T43'20"E
L26
66.17'
N48'04'39"W
L27
66.06'
S48'04'39"E
L28
66.02'
S48'04'39"E
L29
65.74'
S48'04'39'E
L30
20.73'
N86'43'43"E
L31
120.00'
S48'15'l5'E
L32
96.29'
S76'02'12'E
L33
204.84'
S48'13'31"E
L34
161.22'
N41'47'12"E
L35
70.30'
N48'17'05"W
L3 & L4 HAVE BEEN OMITTED.
MUM
ZONED GS -GENE
SUBURBAN
4�
Purple Martin Cove
NOT TO SCALE�tn
} � E S ��F G o N
PROJECT
LOCATION
sIs'a .". ._ x 3 kx' i£� 7< M&..f'.fi'Z ar t
11.25 Acre Common / n+�=
111 ada r �r
s'�aF .t "' z kr"'!
Own & Maintained b \ �, �, ,P
S rook Homeowner's � E� ��� '
Associatio i
Vol. 2 9.241
ga
Vr
J011� k
fa
mmm
METES- AND' BOUNDS14 � W R R N ..�
' yn
ORD =u ,_, _ y. E „ w 11h,
ER OF PHASING �a
All that certain lot, tract or, parcel of land being 97.94 acres situated in the ROBERT STEVENSON. _ ,. � - , , 9 _LEAGUE, _Abstract No. 54, . College Station .Brazos Co
certbl - , County, Texas and being the remainder o EXISTING. --
n called 9J.25- acre tract as described in deed from Alton Go - - � 9 f that PHASE 1A PH -
ree-Neelley to Llsa M.- Neelley; of reeord� in� Vdlume-° 398~,' a e 493, Deed Records of Brazos '
ASE 6
tract beingmore P 9 County, Texas, said 97.94 acre
particularly described by metes and bounds as follows: P-HASE 1 B PH =
ASE 8
BEGINNING at a 3/4"" iron- pipe- found for the most southerly corner, said corner being the occupied most souther) corner of said called 99 PHASE PR
N%I M I NARY PLA
easterly corner of the College Station I.S.D. Graham Road School Site Future Phase II and bei y of acre tract, said corner also being the most C
ng called 31.6338 acres as described in final plat of record in Volume 3202 a e 65
also being located in the northwest line of the Edward Froehling called 93.543 acre tract as described in Volume 3162, page 199; P 9 said corner PHASE 2 FUTURE: PHASE 7
THENCE N 48' 04' 39" W, along the southwest line of said called 99.25 acre tract and the northeast line of said College Station I.S.D. Future Phase II tract act and Lot 1, Block 1 of Phase I being PHASE 3 PHASE 9 DOVE CROSSING SUBDIVISION
called 17.396 acres respectively a distance of 2062.17 feet to a 3/4" iron pipe found in the southeast right-of-way line of Graham Road for the most westerly corner, said corner being the PHASE 4
most northerly corner of said College Station I.S.D. Lot 1, Block 1;
THENCE along the southeast right-of-way line of said Graham Road the following calls: NOTES: PHASE 5 107.759 ACRES
N 43' 01' 42" E, distance of 935.93 feet to a 1/2" iron rod with cap set for angle point; 1. NORTH ORIENTATION IS BASED ON ROTATING THE SOUTHWEST LINE T
0 GRID
tract, said corner also being located in the occupied southwest - line- of the.. Ralph D.. Lee; , Jr. _ calledSAVE
N 41' 01' 27" E, a distance of 107.72 feet to a 1/2 iron rod with ,cap set for angle point; and - NORTH H UTILIZING:. GES:: METHODS. AND
EXCEPT
N 41' 01' 27" E, a distance of 721.85 feet to a 5 fence corner post found for the most northerly corner, said corner being located in the occupied northeast line of said called 99.25 acre
_ 10.0.0_, acre... tract: as, described in
Volume 148,. page. 300;. 2. THE FOLLOWING EASEMENT INFORMATION PERTAINS TO THIS TRACT: I
A: THE " RIGHT-OF-WAY EASEMENT TO THE CITY OF BRYAN RECORDED. IN PHASE 1 A - 9.618 AC. PHASE 3 - 8.708 AC.
THENCE S 48' 32' 17" E, along the occupied northeast line of said called 99.25 acre tract and the occupied southwest line of said called 10.00 acre tract " VOL. 98 P
a distance of 813.16 feet to an 8 G. 84 MAY AFFECT THIS TRACT, BUT ITS LOCATION IS UNKNOWN. ��
fence- corner-, post found.. for: an: interior corner, said corner being an occupied interior comer of said called 99.25 acre tract and also being the occupied most souther) corner of said B. THE RIGHT-OF-WAY EASEMENT = -
Y called TO THE CITY OF BRYAN RECORDED IN PHASE 1 B 8.451 AC. PHASE 4 - 7.152 AC.
10.00 acre tract; VOL. 1764, PGS. 8 & 11 DOES AFFECT THIS TRACT AND IS SHOWN.
.�
THENCE N 42' 19 42 E, along the occupied northwest line of said II d 99 25 t t d 44,C. THE EASEMENT TO THE CITY OF COLLEGE STATION IS RECORDED IN PHASE IC'. - 7 9'79 AC P HAS
E 5 10
I
- a acre rac an a occupied southeast line of said called 10.00 acre tract a distance of 518.84 feet to an 8" VOL. 3393, PG. 1 DOES AFFECT THIS TRACT AND IS SHOWN.
fence corner post found for the most easterly north corner, said corner being an occupied north corner of said 99.25
- .406 AC.
called acre tract, said corner also being located in the occupied southwest D. THE EASEMENT AND RIGHT-OF-WAY TO GTE SOUTHWEST INC.
line of the Myrtle Tolson called 25.6 acre tract as described in Volume 3115, page 35; RECORDED IN VOL. 4003, PG. 122 DOES AFFECT THIS TRACT AND IS SHOWN.
PHASE 2
_
- 8.289 AC. PHASE 6 - 18.891 AC.
t
s t AN
PHASE 8 - 10.567 AC.
occupied northwest line of the Peyton Waller called 22.796 acre tract as described
in Volume 327, page 90;
a
.
4. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994
% 4
R EMAINING PHASES
acre THE BENEFIT OFA
TITLE POLICY PREPARED BY BRAZOS COUNTY ABSTRACT COMPANY. ALL
THENCE S 41' 53' 56" W, continuing along the occupied- southeast line. of, said. called.. 99.25-, acre,. tract._ and -,the., occu .ied., northwest line ofEASEMENT INFORMATION APPLICABLE TO THE SURVEY IS SHOWN ACCORDING TO
feet to the PLACE OF BEGINNING and said .called 93.543 acre .tract a :distance: of . 1325,98
97.94
PHASE 7 15.961
fa
mmm
METES- AND' BOUNDS14 � W R R N ..�
' yn
ORD =u ,_, _ y. E „ w 11h,
ER OF PHASING �a
All that certain lot, tract or, parcel of land being 97.94 acres situated in the ROBERT STEVENSON. _ ,. � - , , 9 _LEAGUE, _Abstract No. 54, . College Station .Brazos Co
certbl - , County, Texas and being the remainder o EXISTING. --
n called 9J.25- acre tract as described in deed from Alton Go - - � 9 f that PHASE 1A PH -
ree-Neelley to Llsa M.- Neelley; of reeord� in� Vdlume-° 398~,' a e 493, Deed Records of Brazos '
ASE 6
tract beingmore P 9 County, Texas, said 97.94 acre
particularly described by metes and bounds as follows: P-HASE 1 B PH =
ASE 8
BEGINNING at a 3/4"" iron- pipe- found for the most southerly corner, said corner being the occupied most souther) corner of said called 99 PHASE PR
N%I M I NARY PLA
easterly corner of the College Station I.S.D. Graham Road School Site Future Phase II and bei y of acre tract, said corner also being the most C
ng called 31.6338 acres as described in final plat of record in Volume 3202 a e 65
also being located in the northwest line of the Edward Froehling called 93.543 acre tract as described in Volume 3162, page 199; P 9 said corner PHASE 2 FUTURE: PHASE 7
THENCE N 48' 04' 39" W, along the southwest line of said called 99.25 acre tract and the northeast line of said College Station I.S.D. Future Phase II tract act and Lot 1, Block 1 of Phase I being PHASE 3 PHASE 9 DOVE CROSSING SUBDIVISION
called 17.396 acres respectively a distance of 2062.17 feet to a 3/4" iron pipe found in the southeast right-of-way line of Graham Road for the most westerly corner, said corner being the PHASE 4
most northerly corner of said College Station I.S.D. Lot 1, Block 1;
THENCE along the southeast right-of-way line of said Graham Road the following calls: NOTES: PHASE 5 107.759 ACRES
N 43' 01' 42" E, distance of 935.93 feet to a 1/2" iron rod with cap set for angle point; 1. NORTH ORIENTATION IS BASED ON ROTATING THE SOUTHWEST LINE T
0 GRID
tract, said corner also being located in the occupied southwest - line- of the.. Ralph D.. Lee; , Jr. _ calledSAVE
N 41' 01' 27" E, a distance of 107.72 feet to a 1/2 iron rod with ,cap set for angle point; and - NORTH H UTILIZING:. GES:: METHODS. AND
EXCEPT
N 41' 01' 27" E, a distance of 721.85 feet to a 5 fence corner post found for the most northerly corner, said corner being located in the occupied northeast line of said called 99.25 acre
_ 10.0.0_, acre... tract: as, described in
Volume 148,. page. 300;. 2. THE FOLLOWING EASEMENT INFORMATION PERTAINS TO THIS TRACT: I
A: THE " RIGHT-OF-WAY EASEMENT TO THE CITY OF BRYAN RECORDED. IN PHASE 1 A - 9.618 AC. PHASE 3 - 8.708 AC.
THENCE S 48' 32' 17" E, along the occupied northeast line of said called 99.25 acre tract and the occupied southwest line of said called 10.00 acre tract " VOL. 98 P
a distance of 813.16 feet to an 8 G. 84 MAY AFFECT THIS TRACT, BUT ITS LOCATION IS UNKNOWN. ��
fence- corner-, post found.. for: an: interior corner, said corner being an occupied interior comer of said called 99.25 acre tract and also being the occupied most souther) corner of said B. THE RIGHT-OF-WAY EASEMENT = -
Y called TO THE CITY OF BRYAN RECORDED IN PHASE 1 B 8.451 AC. PHASE 4 - 7.152 AC.
10.00 acre tract; VOL. 1764, PGS. 8 & 11 DOES AFFECT THIS TRACT AND IS SHOWN.
.�
THENCE N 42' 19 42 E, along the occupied northwest line of said II d 99 25 t t d 44,C. THE EASEMENT TO THE CITY OF COLLEGE STATION IS RECORDED IN PHASE IC'. - 7 9'79 AC P HAS
E 5 10
I
- a acre rac an a occupied southeast line of said called 10.00 acre tract a distance of 518.84 feet to an 8" VOL. 3393, PG. 1 DOES AFFECT THIS TRACT AND IS SHOWN.
fence corner post found for the most easterly north corner, said corner being an occupied north corner of said 99.25
- .406 AC.
called acre tract, said corner also being located in the occupied southwest D. THE EASEMENT AND RIGHT-OF-WAY TO GTE SOUTHWEST INC.
line of the Myrtle Tolson called 25.6 acre tract as described in Volume 3115, page 35; RECORDED IN VOL. 4003, PG. 122 DOES AFFECT THIS TRACT AND IS SHOWN.
PHASE 2
_
- 8.289 AC. PHASE 6 - 18.891 AC.
THENCE S 47' 43' 20" E, along the northeast line of said called 99.25 acre tract a distance of 1228.53 feet to an 8" fence corner post found for the occupied most easter) corner, 3. THIS PROPERTY IS CURRENTLY ZONED GS, GENERAL SUBURBAN.
corner being the occupied most easterly corner of said called 99.25 acre tract and also being located in the
PHASE 8 - 10.567 AC.
occupied northwest line of the Peyton Waller called 22.796 acre tract as described
in Volume 327, page 90;
4. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994
FOR THE CITY OF COLLEGE STATION.
THENCE S 41' 14' 58" W, along the occupied southeast line of said called 99.25 acre tract a distance of 957.05 feet to a 3/8" iron rod found for angle point, said corner beingthe occupied
most westerly corner of said called 22.796 acre tract and also being the occupied most northerly corner of said 93.543 tract; 5. THE SURVEY FOR THIS PROPERTY WAS PREPARED WITH
R EMAINING PHASES
acre THE BENEFIT OFA
TITLE POLICY PREPARED BY BRAZOS COUNTY ABSTRACT COMPANY. ALL
THENCE S 41' 53' 56" W, continuing along the occupied- southeast line. of, said. called.. 99.25-, acre,. tract._ and -,the., occu .ied., northwest line ofEASEMENT INFORMATION APPLICABLE TO THE SURVEY IS SHOWN ACCORDING TO
feet to the PLACE OF BEGINNING and said .called 93.543 acre .tract a :distance: of . 1325,98
97.94
PHASE 7 15.961
containing, acres of land, - more- or less. THIS, POLICY IN - GF NQ.- 140603.
-
AC "
And- being,,, the_ sami property_: described in Deed from Dove Crossing Development, L.L.C. to Phi -Ton Investments, L.P., dated August 11 200 6. THIS PROPERTY DOES NOT LIE WITHIN A 100 -YEAR FLOOD HAZARD AREA AS
Records., of Brazos: County, 4, and recorded in Volume 6251, page 270, Official
=
PHASE 9 13.523 AC.
;Texas,;PER FLOOD INSURANCE RATE MAP (FIRM) NO. 48041 C0310F, DATED APRIL 2,
TRACT TWO2014. THE 100 -YEAR FLOODPLAIN SHOWN IS AS DETERMINED BY BASE FLOOD
:
l
ELEVATION DATA FROM THE 100 -YEAR FLOODPLAIN DELINEATION FOR THE
SOUTH FORK OF LICK CREEK AND THE ALEXANDRIA SUBDIVISION PREPARED BY
Beingall that certain tract or 9 McCLURE ENGINEERING
parcel of land lying and being situated in the ROBERT STEVENSON LEAGUE, A-54 in College Station, Brazos Count Texas being
BLOCK 1, LOTS 1 THRU
21 BLOCK 9, LOTS 1 THRU 38 BLOCK 17, LOTS 1 THRU 10
and a portion of the 93.543 acre
y� g P
tract conveyed to Edward Freehling by deed dated June 16, 1998 recorded in Volume 3162, Page 199 of the Official Records of Brazos County, (O.R.B.C.) being
BLOCK 2, LOTS 1 THRU
23 BLOCK 10, LOTS 1 THRU 10 BLOCK 18 LOTS 1 THRU 12
described by metes and bounds as follows: .Texas .and more particularly 7, CURVE LENGTHS
THS SHOWN ARE ARC LENGTHS.
BLOCK 3 LOTS 1 THRU
12 BLOCK 11, LOTS 1 THRU 13 BLOCK 19, LOTS 1 THRU 10
- " BEGINNING: at a found 3/8 -inch iron rod marking the 8. T '
/ g e north corner of the said 93:543 acre tract, the west corner of the Peyton HE 20 PUBLIC UTILITY EASEMENT ALONG THE PROPERTY LINE ADJACENT
y Waller 22.796 acre tract described m Volume 327, Page 90
the Brazos County
BLOCK 4 LOTS 1 THR
'
BLOCK 5, LOTS 1 THRIU
U 41 BLOCK 12, LOTS 1 THRU 13 BLOCK 20 LOTS 1
i THRU 24
U 7 BLOCK 13, LOTS 1 THRU 14 BLOCK 21, LOTS 1 THRU 26
of T
Deed Records (B.C.D.R.) and said iron rod beingin the southeast line 0 THE SCHOOL PROPERTY WILL BE USED FOR THE EXTENSION OF THE
of the Phi -Ton Investments, L.L.P. 97.94 acre tract described in Volume 6251, Page 270 (O.R.B.C.); POWERLINES IN ORDER TO
BLOCK 6, LOTS 1 THRU
-
47 BLOCK 14 LOTS 1 T
THRU 14 BLOCK 22, LOTS 1 THRU 12
PROVIDE ELECTRICAL SERVICE TO THIS PROPERTY.
,
SINCE THE ENTIRE LENGTH IS REQUIRED FOR THIS EXTENSION, THIS EASEMENT '
THENCE: S 45' 14' 21" E along the common line of the said 93.543 and 22.796 acre tracts for a distance of 423.66 feet to a found 5/8 -inch iron rod for iron
BLOCK 7, LOTS 1 THRU
38 BLOCK 15, LOTS 1 THRU 28 BLOCK 23, LOTS 1 THRU 5
corner, said rod markingthe WILL BE CONVEYED B Y PLAT WITH THE DEVELOPMENT OF PHASE 1C.
south corner of the said Waller tract and the west corner of the 11.254 acre Springbrook -Common Area described in Volume 2387, Page 241 (O.R.B.C.);
BLOCK 8, LOTS 1 THRU
10 BLOCK 16, LOTS 1 THRU 24
9. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS'
THENCE: S 45' 19' 06" E along the common line of the said 93.543 and 11.254 acre tracts for a distance of 483.02 feet to a found 1/2 -inch iron rod for
ROBERT
STEVENSON LEAGUE A-54
corner, said corner marking the ASSOCIATION (HOA).
north corner of ALEXANDRIA SUBDIVISION, PHASE 2-A as recorded in Volume 3847, Page 207 (O.R.B.C.);
COLLEGE
STATI0N, B RAZ 0 S COUNTY, TEXAS
THENCE: S 44' 39' 11" W along the northwest line of said PHASE 2-A for a distance of 150.00 feet to a found 1/2 -inch iron rod for corner, said iron rod marking the northeast corner of
ALEXANDRIA SUBDIVISION, PHASE 2-B as recorded in Volume 3922, Page 284 (O.R.B.C.);
"_
SCALE:
OO'
AUGUST, 2004
THENCE: along the northeast line of said PHASE 2-B for the following eight (8) calls:
OWNER/DEVELOPER:
REV. SEPTEMBER, 2004
1) N 45' 19' 06" W for a distance of 204.81 feet to a found 1/2 -inch iron rod for corner,
Ed Froehling Builders
OCTOBER, 2004 (REV. 2)a
2) N rn
73' 07' 40" W for a distance of 96.28 feet to a found 1/2 -inch iron rod for comer,
3887 High Lonesoo
(NOTE 8, SHEET 2 OF 2 ONLY)
3) N 45' 20' 49" W for a distance of 120.00 feet to a found 1/2 -inch iron rod for corner,
4) S 89' 39' 11" W for a distance of 20.71 feet to found-
Celle 9 Station,
77845 AUGUST, 2005 (REV. 2)
a- 1/2 -inch -iron rod for corner;-.
5) 170.17 feet in
(979) 776-8266
a counter -clockwise direction along the- arc- of- a curve- having, a-: centrah: arrgle-= of-, 1955E Oli O.Q", - a rodius_; of� 50.00 feet, a tangent of 379.79 feet- and- a lon chord:- bearing-: -
82' 09' 11" W distance Ings
MAY, 201 0 REV. 3
( )
at a of 99.14 feet to a found 3/4 -inch iron pipe for a Point of Reverse Curvature;
6)' 52x36-' feet` atotrg- th`e- arc- of` said reverse curve having a central angle of 60' 00' 00", a radius of 50.00 feet, a tangent of 28.87 feet and a long chord bearing S 14' 39' 11" W
ENGINEER:
JANUARY, 2015 (REV. 4)
at o
distance of- 50.00 , feet- to --a- foun-d-� 3/4 -inch iron pipe for the Point of Tangency;
7) S 44' 39' 11" W for a distance of 430.90 feet to a found 3/4 -inch iron pipe for the Point of Curvature of a curve to the right;
Kent_ La za;. P. -6E-.
8) 39.27 feet along the arc of said curve having_ a central angle of 90' 00' 00",. a radius of 25.00. feet, a- tangent- of. 25.00_ feet and a long chord bearing_ S 89' 39' 11 " W at a_ distance.
4101 S. Teras Avenue
Suite A
'
35.36 feet to a found 3/4 -inch iron of
/ pipe for the Point of Tangency;
Bryan, TX 77802
THENCE:. 49" W -for: a-. distance of 424.70_ feet to. a- 1/2. -inch :iron rod._ set_ for: corner;. said_: iron: rod_ alsg beings ill the northwest line_ of the. beforesaid_. Freehling_ 93.543- acre:. tract;., and.:
the Phi -Ton Investments,
ments, L.L.P. 97.94 acre tract;
(979) 846-6212
D O N D U R D E N I N C
d.b.a. CIVIL ENGINEERING CONSULTANTS
THENCE: li 46, 03'- 16" E:_ aloe' g_; the common line of the said 93.543 and 97.94 acre tracts for a distance of 491.74 feet to a found 8" dia. fence post;
4101 S. TEXAS AVE, SUITE A
BRYAN, TEXAS 77802
THENCE: N 44' 34' 14' E continuing along said common line for a distance of 296.58 feet to the POINT OF BEGINNING and containing 9.804 acres of land, more or less.
TEL: (979) 84.6-6-21`2'
SHEET 2 O("e 2
SAN ANTONIO / LAREDO FAX: (979) 846-8252
I)
BRYAN / COLLEGE STATION REGISTRATION #F-2214
Ij ! 11 : : ;
�
1--=), , I I I I i (\,_---�/ \."1,1-----1� I "' �: LEGEND
i 1 Cn Sun Mlows Subdivisol �TF F.M. Amold Tract
rI Amold Tract
� I I -0 A�44.8 ,AQ- . t I !
: I I
� Phl' 1, 4137/254 I . i Tract B --------3&e---- EXISTING CONTOUR (MAJOR) 8 � - �:
I ) CD 9no/AAS ., I , EXISTING SANITARY SEWER LINE
: . EXMM ! :
P,d R I * I � - : < I
- . EMS1111INIG: : ZONED R -RURAL . ,
---L---] & �q ( , 11 : ( , i:
_____�ONED�R-2 ; /--S' INLEr- � ilp� - N -- 5 qF 411 EXISTING CONTOUR (MINOR) - EXISTING WATERLINE 1:
- - � A _ .-I.---.- "-� W INLFr i .. - .. - �z w w w I -
pland Subd:��
.-I, - g
-- - - JRAL t w t %iiil w - -�
- �z - I') - -M 7 4 y 5'4NLEr-- - - / I-V . - - -- V- w V a. pliv w w A, - \ .... .. - - =-.1;;:;� -S-6-S�- ,:
� . =;�;7�-, NGI� I \ - :1
�11 , 5M Is- ;R - - 1101 � � PLAT BOUNDARY PROPOSED 6" SANITARY SEWER LINE'!,,:!
--------- CITY AN� ii �4;,PRRM-irl 1 1 � -/ . N/ ./--�- - - , Qm � - L: . .... __- -1 ----"-"-- -- F z
11 -w le.11 2 1! ! ,,
� i 0, GTE' 0 - I M 1=- MM, MM - M � PHASF- LINE PROPOSED- 8" SANITARY, SEWER, UNE- I F
' - I - I
r. ------- :i , .
- I I I I PIPE E )�/17'1�22) Dwm � --- LOT LINE 0 PROPO OLE
- a UTH�IN � -S-8-S-8-
", - I !ANLErt - - - f C. \--) __j
1 O` R -.O. -W.' EA - ENT- 9 - \-DOSTINV
O I �6 LINE
-
-- 2e WE 0 t -R; ,VMM(-w-----,\ 10_� (400 , -24�- ,- -,\ -
, Z
(17 4 & 1 1)2� ��-,'$- ,pK ,�ww all, 47' CONC. PW - 70' RO 7% I:r WAYERLDE , ,,,-iw Mw �
_
w W. - - --- --- - -- - N4 1'42" � - I I 1 17� i
- - 1 001'27 E - 721.85' - I
- d2h7 -- - % - .., -- I—— - -- - . - 161 V I ,.-DWM 2r 4 001-1 ww - � - - - . ;:
,
-- - - -a - � -0 - W���I,zz�-2 - -�A - ;�-;,-"Irll�wll�� 0
. - - . ---.-.-..-- - I � - - - ---I'-,-- I-— Mm"P.1-T I . . �Ll - ) - \ - - ___Isc:K 1--/--- i
-1� 1i 11 S. I - - r-. -11 :J,� ,,,,<�;'11 -w - -- -- -- I - � , 1====zz::::_ - <::7 ::
. - -- - ;
, T ( -= AILV & 110 - - 1162' - -1 5r,sq A ;4�N-��5ZZL- i -5&54-- ,!�N: .Or r I =7: 7p.. t �- \ :
---- .,
-- - ,�--- ��' I T LINE -"`�- PROPOSED 6" WATERLINE
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