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1 S 4 I - 55'?_ I -W 0 - I. io� Im 22 tn 16 5 14 9 . 25 tn 0 24 0 b b 14 i
;� 7i 10 b 20 -k b CA (A a (A 31 '
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, I -LI .
I 0 q __ I , _ 60 PIP
i ,�� - - `� I _!F_�,� :9 I I PAC-- I if I
I cil I 1 :� - . ., ... * I - � ) Q I : I LOCK 0 1 BLOCI� 211 BLO
I 9 "I -36' PIPE �- � 1 �: .r PAIL : ' l ==.b4 01 INILEIiiiij.
04!
111 . � Ill �')(11 19 ; ,� B CK 0 . I 61.og� . , -1--pug�_ 1-M, ,,,1__AI%-Q,f_ gy,Qt. 0.04! 1 1 61104' 1 60. 1 o,V I §Q.P-I:- -69. '_1__qQ,P4�__L_§(92_-P.4:_ 38.
,
1 S41*55'21'W Flil I- 9,1� "" ii — I - _-M&L...... -1. -_1__.§1-qQC:_ --I __ -9-9, - i QLL 37.50'-,-' ��I_i�-LCL _,k_ 6 ____ - — - .-
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4 - -.—,- - --� __._, _319 _', � .11 __ 1-1 - _____!O��il , 44 — ___.___.._ __ - - - - L 1- I .11
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I I � . - I +_ _+
1-." +-_ _b `iP# ...., _%,`__X Dove Chase Lane -4 ., 8
i s'! 1 4- -0 __* I Dove Chase Lane JUNC. BOX 'I 1-30- PIPE ' PIPE 10' IN PIPE
10 . ,,e 0. I _+ Zr B-8 ASPH PVMT. ROW-+ � 4- 4-
� Dove Chaf ,J�ane 1+ , +_ .
1. ASPH W. W ROW 4- 1 � X . . .... ru _r.-f-.-.-.-.-.-.-.-�-
I -I" _+ . 'LET 0iiii . -. 27' B-B ASPH P101111, W ROW N_ 6
1 1+55*21"'N !4, - , — ___._ I — , aZX,=Q1 — --laiiiiii" I - PIPE — inaftaiiiiaiiiiiiiiiiij
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11 .- I I ' ---T-- _.dT__r__6EFdT_ I 55 00' 55.00- 1 ,
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, - P 1910ff-
.
6.� 55-OU" I 00"' I ' 55. 1 ' 55:00' 1 55POLO 55.00
.�
IT _710ff - L5 _00* I
. 61.50' 1 60.50' 1 6 100' 1 60.50" 60.0 + I . . I . I �
II 4,52' 1 ,.67 ,�f i 1. �, . . � . � � I Ir A L, INLET
. I I 10, Ili __ . __ * 75 —TY .!i��.V�bf , 796*9ff 766*-30' P" BLOC '22 - � - BLOCK6 ' 11 I Z Z li��30 P E - �j -1 - I I
_j _.��4 1 . ..... �, I . 6ES'00 1:� 65.06 CC
I
1 1, 9! _ kr �1.3LOCK 23 .. .... � YZ . . Z Z Z is, Z Z I I I I
I I Ir PAL 17 , _. . I :-r- PE I I
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� , ( 14' = it. - ::: 4 11 1 47 46 0 4:) S-A 0, 44 i�i - 43 :�
1 18' 1 � =2 10 - _ I :: 4 - � Z i;l . A � 4 4 4 1
__4_ Z�l _,w :� lj�, 1 V IN i r PIPE = - = :: =
I a"... .", I— : 0 � i C CD a CA C C �t . -;� 11 .. L, -k . 42 Z� Z 41 6� Z 37 Z 36
- -Pt- 41- w IE; - Z q ' - -
- I 10 - .,;i iii4 % :�
� 10 - I I - j, ! ' 1 11 b - - N �9 .I- I"i �5 -k.zs . (A 4� 4 8 � ... 4 ;� 4 �
&' , , MO � 1E 5 P = * � ,4 40 Z 39 Z 38 w 34 1
00 tn tn CA tn . - I
1; . Pj a, :�jz 7 9 iz 10 i 11 -';' 12 1 0
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� 11' iz ` 1 I
I iq j- - <ZjtA -,I(,� C) Z5 U 6 ot S - Z6 01 Z6 O' INLET 0) I.
�ii . �: ,�, C I : j 01 ts 1co 1%(0 .(o sow PIP I to b 0 a 0
. 14
If ii(o � - to . . I:? , q Im .. r"
�,! - I�j 11 I :4 :9 :? :9 :9 :4 :9 :9 :9 -.9 pe .X 1. L. tn bD - I - 901
1. EA .pt - q CIO -]
<n, .5 uu JUNC. B :e .to Ili
1 12 !�:f t� _�? - RC - --:- ` , :_ 1140" :? ::4 .to t104 � ___"�'
I 10' INLET I � , : BI ")CK "'35 1 a JN � : Xw PALL I : : � : � . 0 X I (D - a
.------ =. I-= t_1=70___1_ "I
: A / I 1 30w' PIPE (I i 1! AQ I I 0.69;_ L_._.6_6_w_.__1___M__M_.1..M� -- — ---- ,f ---- --- ---- I :9 :9 :9 :9 M
" I �, __ __ - - ----- __ .
.LV�1_____..._,_ mw_Lwxa�_� —
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- =000 = 7 �39_� 131MIRIft- I I I I
I - - - - I 04�=�---Mi�� _ �__W, 7m" i IF; ,__, -, �1 I
__%0_71�92"�� 1X31 . ,� I I.-,V.T
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i ". __/111 _/ %01. � = M ON = mmommomm ar -w I", - -
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— — — - — — — — — — — I I I
... W
1. � -�, -- EXISTING CONTOUR (MAJOR)
EXISTING SA NITARY SEWER LINE
EXISTING CONTOUR (MINOR)
EXISTING WATERLINE
PLAT BOUNDARY _�_,_._
PROPOSED 6" SANITARY SEWER LINE
.
.1111111 1=� = I=. HE � RHASF- LINE _,._�_._
PROPOSED-, 8" SANITARY, SEWER, UNE_
------- LOT LI N E 0
@ I
LINE —`-----""
PROPOSED 6 WATERLINE
— — — — — EXISTING EASEMENT LINE _,`_II_�_._
PROPOSED 8" WATERLINE
ROW LINE _""" _"� _
PROPOSED 12" WATERLINE
PROPOSED 4' SIDEWALK `,�Z,.�
-s---
PROPOSED STORM SEWER
-1---,
1 PROPOSED 6' SIDEWALK
M-1
PROPOSED STORM INLET
I FLOODPLAIN BOUNDARY
i4
FLOW DIRECTION
1XeXX1XZX ,/ ,/ ,/,4 CITY OF COLLEGE STATION
GREENWAY DEDICATION AREA
I
VICINITY MAP
REFER TO SHEET 2 OF 2 FOR NOTES PERTAINING TO THIS PRELIMINARY PLAT.
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I
SAVE AND EXCEPT
PHASE
1 A
= 9.618 AC.
PHASE
3 =
8.708 AC.
PHASE
1 B
= 8.451 AC.
PHASE
4 =
7.152 AC.
PHASE
1 C
= 7.625 AC.
PHASE
5 =
10.406 AC.
PHASE
2 =
8.289 AC.
PHASE
6 =
18.891 AC.
PHASE 8 = 10.567 AC.
v
-
-----__-: REMAINING PHASES- Z
PHASE 7 = 15.961 AC.
PHASE 9 = 13.523 AC. =
- 34
t
BLOCK 1, LOTS 1 THRU 21 BLOCK 9, LOTS 1 THRU 38 BLOCK 17, LOTS 1 THRU 10
"`----"`_�` BLOCK 2, LOTS 1 THRU 23 BLOCK 10, LOTS I THRU 10 BLOCK 18, LOTS 1 THRU 12
BLOCK 3, LOTS 1 THRU 12 BLOCK 1 1, LOTS 1 THRU 13 BLOCK 19, LOTS 1 THRU 10
BLOCK 4, LOTS 1 THRU 41 BLOCK 12, LOTS 1 THRU 13 BLOCK 20, LOTS 1 THRU 24
BLOCK 5, LOTS I THRU 7 BLOCK 13, LOTS I THRU 14 BLOCK 21, LOTS 1 THRU 26
1
- BLOCK 6, LOTS 1 THRU 47 BLOCK 14, LOTS 1 THRU 14 BLOCK 22, LOTS 1 THRU 12
BLOCK 7, LOTS I THRU 38 BLOCK 15, LOTS 1 THRU 28 BLOCK 23, LOTS 1 THRU 5
BLOCK 8, LOTS 1 THRU 1 0 BLOCK 16, LOTS 1 THRU 24
---------------- ..— LEAGUE, A-54 -
C`OLLE`GE'_ STATION, BRAZOS CGUNTY, TEXAS- .
I
I SCALE: - 1'_`I"__T'UU 9 AUGUST, 2004 . -
.__.._._.___.__---,____ OWNER/DEVELOPER: REV. SEPTEMBER, 2004
Ed Froehling Builders OCTOBER, 2004 REV. 2
3887 High Lonesome (NOTE 8, SHEET 2 OF 2 ONLY)
College Station, TX 77845 AUGUST, 2005 (REV. 2)
(979) 776-8266 MAY9 201 0 (REV. 3)
__"/� ENGINEER: JANUARY, 2015 (REV. 4)
Kent Laza, P.E.
_10-477"1 41 01 S. Texas Avenue, Suite A � 5- %5
Ily P.m I I
� 0"wjQ I Bryan, TX 77802 .
I 1 (979) � 846621 .2- D 0 N D U R D- E- Ni, 1, N; C ii !) I .1b 1 1!5"
(A �
10
a
. -
rq I
1 1
1
1 1 4
I SHEET I OF SAN ANTONIO / LAREDO
rn__W-�TiI,�J' on = SHEET 2 TOF 21 SHEET 1 OF 2 BRYAN / COLLEGE STATION
d.b.a CIVIL ENGINEERING'CONSULTANT 3- . -
4101 S. TEXAS AVE, SUITE A I,- -.�_�
BRYAN, TEXAS 77802 �,
TEL: (979) 846-6212 L�,5-r
FAX: (979) 846-8252
REGISTRATION #F-2214
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----
E 1 °53 '" 39.5`5'
Cl OF COLLIE.GE STATION 20' P.U.IE, Alexandria Subdivision
(33G 3/1) Phe se 6 I
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SUB AN
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t
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BEARING
C1
39.75'
25.00'
91'06'21"
25.49'
35.69'
S0731'29'E
C2
39.27'
25.00'
90'00'00'
25.00'
35.36'
NB6'5521".E_.
CTr
39.47'
25.-00'
90'27'38"
25 20''
35:50'''
NO3"18 28"4U=
C8
39.46'
25.00'
90'26'l6'
25.19'
35.49'
S86'14'35"W
C9
39.08'
1 25.00'
8T33'44'
24.81'
35.22'
S0345'25"E
C10
39.07'
1 25.00'
89*32*22"
24.80'
35.21'
N86'41'32"E
C11
39.47'
1 25.00'
90'27'38"
25.20'
35.50'
S03'18'28"E
C12
39.07'
25.00'
8T32'22"
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'
S2W39'20'E
C16
13.59'
25.00'
31'09'02"
6.97'
13.43'
S63'17'51"E
C17
--
--
--
--
--
--
cis
C19
39.27'
25.00'
90'00'00"
25.00'
35.36'
SOYOV39"E
C20
39.56'
25.00'
90'40'23"
25.30'
35.56'
N8635'10"E
C21
229.88'
430.00'
30'37'52"
I 117.76'
227.16'
S5633'54"W
C22
39.26'=
25;00'
89'58'35'
2&9W
35e35?�
NO3'05-'22V-Mi
C23
39.27'
25.00'
90'00'00"
25.00'
35.36
S8 6'55'21 "W
C24
39.27'
25.00'
90'00'00"
25.00'
35.36'
NO3'04'39"W
C25-
13.62'
25:00''-
3112'54"
6.98'.:
13.45'
N6N41'O6"w"
C26
133.02'
50.00'
152'25'48"
203.79'
97.12'
S03'04'39'E
C27
13.62'
25.00'
31'12'54"
6.98'
13.45'
N5T31'48"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'
S8T28'31 "W
C30
36.66'
25.00'
84 01'02"
22.52'
33.46'
S83'55'52"W
C31
202.13'
430.00'
2655'58"
102.97'
200.27'
S6T31'36"E
C32
197.76'
370.00'
30'37'26"
101.30'
195.42'
N6640'52W
C33
40.27'
25.00'
9717'30'
26.02'
36.06'
N04'13'24"W
C34
39.27'
25.00'
90'00'00"
25.00'
35.36'
N8655'21 "E
C35
39.27'
25.00'
90'00'00"
25.00'
35.36'
SOTO4'39"E
C36
39.27'
25.00'
90'00'00"
25.00'
35.36'
S8655'21'W
C37
39.27'
25.00'
90'00'00"
25.00'
35.36'
NO3*Oe39"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'
S86'55'21 "W
C41
39.27'
25.00'
90'00'00"
25.00'
35.36'
NO3*Oe39"W
C42
39.27'
25.00'
90`00'00*
25.00'
35.36'
N86'55'21 "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'
35.36v
S86:55'2t",W<
C45
39.27'
25.00'-
90'00'00"
25.00'
35.36'.
NO3'0439"w•:
C46
39.27'-
25.00"
90'OO'00'
` 25-MO"
' 35.36"
N86'55121"E-
C47
39.27'
25.00'
90'00'00"
25.00'
35.36'
S03'04'39"E
C48
39.27'
25.00'
90'00'00'
25.00'
35.36'
S86'55'21 "W
C49
39.27'
25.00'
90*00'00*
25.00'
35.36'
NO3'04'39"W
C50
39.27'
25.00'
90'00'00'
25.00'
35.36'
N86'55'21 "E
C51
39.27'
25.00'
90'00'00"
25.00'
35.36'
S03'04'39"E
C52
39.27'
25.00'
90'00'00"
1 25.00'
35.36'
S8655'21'W
C53
39.26'
25.00'
89'58'35'
24.99'
35.35'
NO3'05'22W
C54
39.28'
25.00'
90'Ot'25'
25.01-
35.36'
N8654'38'E
C55
39.27'
25.00'
90'00'00"
25.00'
35.36'
SOTOV39'E
C56
42.72'
25.00'
97*54'04"
28.71'
37.71'
S0701'41'E
C59
98.49'
425.00'
13'16'39"
49.47'
98.27'
S3517'01"W
C60
30.70'
25.00'
70'21'43"
17.62'
28.81'
N63'49'33'E
C61
161.54'
370.00'
25'00'52"
1 82.08'
160.26'
S6829'09"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'
NO3'18'28W
C66
44.72'
25.00'
102'29'22"
31.14'
38.99'
S21'01'56E
C67
76.64'
375.00'
11'42'36"
38.45'
76.51'
S36'04'03"W
C68
39.07'
25.00'
8T32'22"
24.80'
35.21'
S86'41'32W
C69
39.47'
25.00'
90'27'38'
25.20'
35.50'
NO3'18'28W
C70
38.51'
25.00'
88'15'46'
24.25'
34.82'
N86'03'14"E
C71
168.58'
430.00'
2--27'43'
85.38'
167.50'
N61'02'45"W
C72
39.27'
25.00'
90'00'00"
25.00'
35.36'
S03'04'39'E
C73
39.07'
25.00'
89'32'22"
24.80'
35.21'
S86'41'32W
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' 1
35.36'
N8655'21 "E
C76
39.27'
25.00.'
90'00'00"
25.00,
35.36'
SOTO4'39"E
C77
39.27'
25.00'
90'00'00'
25.00'
35.36'
SBB'55'21 "W
C78
39.27'
25.00'
90'00'00'
25.00'
35.36'
NOT04'39'W
C79
39.27'
25.00'
90'00'00'
25.00'
35.36'
N86' 55'21 "E
C80
39.27'
25.00'
9O'00'OO'
25.00'
35.36'
S03'04'39'E
C81
39.27'
25.00'
90'00'00"
25.00'
35.36'
S86'55'21 "W
C82
39:27''-
25:00'''
9O'OO'00-":
25:00':-
35361s'
NO3'0439_1kw'
C83
39.27'
25.00'
90rDO_o0'
2&00'�
35.36'•
N86.55'21"•EL
C84
39.27'
25.00'
90'00'OO"
25.00'
35.36'
SON04'39"E
C85
39.27'
25.00'
90'00'00'
25.00'
35.36'
SB6'55'21 "W
C86
39.27' 1
25.00'
90'00'00"
25.00'
35.36'
NO3'04'39W
C87
39.27'
25.00'
90'00'00"
25.00'
35.36'
N86'55'21 "E
C88
39.27'
25.02'
90'00'00
25.00'
35.36'
SON04'39"E
C89
39.27'
25.60' 1
90'00'00"
25.00'
35.36'
S86'55'21 "W
C90
39-.27"25:0o'
`
90'00'00"
' 25.00' '
` 35:3W::
NO3'04`39'W='
C3, C4, C5, C6, C14, C17, C18, C57, C58, C62 & C65 HAVE BEEN OMITTED.
73
Phase 4B
CURVE TABLE, CONT.
CURVE
LENGTH
I RADIUS
DELTA
ILANGENT
CHORD
CHORD BEARING
C91
39.27'
25.00'
90`00'00"
25.00'
35.36'
N8655'21 "E
C92
39.27'
25.00'
90'00'00"
25.00'
35.36'
SOTO4'39'E
C93";
39.27'
25.00'
90'00'00"
25.00'
35.36'
S86'55'21 "W
C94
39.26'
25.00'
89'58'35"
24.99'
35.35'
NO3'05'22"W
C95
39.28'
25.00'
90'01'25"
25.01'
35.36'
N8654'38'E
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'
SST06'00'W
C98
39.11'
25.00'
89'38'41"
24.85'
35.25'
N0754'00"W
C99
39.27'
25.00'
90'00'00'
25.00'
35.36'
N8655'21 "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'
S8T061001w
C102
39.1 V
25.00'
89'38'41"
24.85'
35.25'
NOT54'00'W
0103
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'
S03'0439"E
C105
39.42'
25.00'
90'21'19'
25.16'
35.46'
S8706'00"W
C106
39.1 V
25.00'
89'38'41"
24.85'
35.25'
N0754'00"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'
SOTC439'E
C109
39.42'
25.00
90'21'19'
25.16'
35.46'
SS 706'00"W
C110
39.1V
25.00'
8W38'41"
24.85'
35.25'
N0754'00'W
Cl 11 `
39.27'
25.00'
90'00'00"
25.00'
35.36'
N8655'21'E
Cl 12
39.34'
25.00'
9909'21"
25.07'
35.40'
N8649'15'E
Cl 13
52.36'
50.00'
60'00'00"
28.87'
50.00'
N11'4435E
C114
170.16'
50.00'
194'S9'23
380.05'
99.15'
4;79'14'16"W
LINE TABLE
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'
N41'5W21 "E
L7
89.80,
N41'55'21 "E
L8
65.42'
S48'04'39'E
L9
89.54'
N41'53'56"E
L10
89.52'
N41'55'21 "E
L11
89.52'
N41'55'21'E
L12
77.58'
N41'55'21 "E
L13
75.70'
S48'04'39"E
L14-
83.06'
N41'55'21 "E -
L15D
103.04'
S80'59'35'E
L16
20.58'
N28"38'42"E
L17
67.55'
S80'59'35"E
L18
65.00'
S4IrOV39'E
L19
65.00'
S4604'39'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'
S4743'20"E
L26
66.17'
N48'04'39W
L27
66.06'
S48'0439'E
L28
66.02'
S48'04'39"E
L29
65.74'
S48'04'39"E
L30
20.73'
N8643'43E
L31
120.00'
S48'15'15'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.
1
OE
" 1 ,?I ✓ 1 / i7 1
3
1 4'35"E -r 430:
hesapeake Court
I
j Alexandria Siib 'visiot
I Pha= 2
Court
r \
Ln
EXISTING 15"
SEWER UNE
•
Mi It
�/
o�n.�bie'.���.t:}" L' %l,'/i,'s::�� :,..3..v�>•�7���'�
j/
y/,s
-- 6IN
Lakeside Village
Subdivision
Phase 2
ZONED GS-GENERAI
SUBURBAN
ZONED GS-GENE
SUBURBAN
11.25 Acre Common Aie
e & Maintained by
SP ' rook Homeowner';
Associatio
Vol. 2 e. 241
Purple Martin Cove
50\/ 0 /X.\ 100
�-C`ALE IN,/r EET
me
- EXISTING CONTOUR (MAJOR) •
EXISTING SANITARY SEWER LINE
EXISTING CONTOUR (MINOR) " "
EXISTING WATERLINE
PLAT BOUNDARY -5-6 5 �-
PROPOSED 6" SANITARY SEWER LINE
PHASE LINE -= g B-
PROPOSED 8" SANITARY SEWER LINE
- - - - - - LOT LINE o
PROPOSED SEWER MANHOLE
p PROPERTY CORNER
PROPOSED SEWER CLEANOUT
-------------- PROPOSED-- EASEMENT LINE
PROPOSED' 6" WATERLINE -
EXISTING EASEMENT LINE -�_g
PROPOSED 8" WATERLINE
ROW LINE s"
PROPOSED 12" WATERLINE
w«
PROPOSED 4' SIDEWALK
PROPOSED FIRE HYDRANT
4`- $ -
PROPOSED 6' SIDEWALK
PROPOSED STORM SEWER
r=
PROPOSED STORM INLET
FLOODPLAIN BOUNDARY
FLOW DIRECTION
CITY OF COLLEGE STATION
GREENWAY DEDICATION AREA
METES -AND' BOUNDS- ORDER OF PHASING
All that certain lot, tract or parcel of land being 97.94
acres situated in the ROBERT STEVENSON LEAGUE, Abstract No. 54,,College Station, Brazos County, Texas and being the remainder of that EXISTING: PHASE 1A PHASE 6
certain called' W.25 acre tract' as described in deed f
om Alton Goree Neelley to Lisa M: Neelley-, of record' irr- Volume:, 3-la page 493, Deed Records of Brazos County, Texas, said 97.94` acre
PHASE 1 B PHASE
tract being more particularly described by metes and bounds
as follows: 8
PHASE 1 C
BEGINNING-, at' a 3/4" iron- pipe found for the most southerly
corner, said corner being the occupied most southerly corner of said called 99.25 acre tract, said corner also being the most
easterly corner of the College Station I.S.D. Graham Rod
School Site Future Phase 11 and being called 31.6338 acres as described in final plat of record in Volume 3202, page 65, said corner PHASE 2 FUTURE: PHASE 7
also being located in the northwest line of the Edward
Froehling called 93.543 acre tract as described in Volume 3162, page 199;
PHASE 3 PHASE 9
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 11 tract and Lot 1, Block 1 of Phase I being
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;
PHASE 5
NOTES:
THENCE along the southeast right-of-way line of said Graham
Road the following calls:
N 43' 01' 42" E, distance of 935.93 feet to a 1/2" it
n rod with cap set for angle point; 1. NORTH ORIENTATION IS BASED ON ROTATING THE SOUTHWEST LINE TO GRID
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. BY: UTILIZING.. GPS METHODS.
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
tract, said corner also being located in the occupied southwest.
line_ of the.. Ralph D.. Lee, : Jr. -called- 10.0.0_. acce., tract_ as,described in Volume 148, page 300; 2. THE FOLLOWING EASEMENT INFORMATION PERTAINS TO THIS TRACT:
A. THE RIGHT-OF-WAY EASEMENT TO THE CITY OF BRYAN RECORDED IN
,.
the occupied northeast
THENCE S 48' 32 17 E, along p
VOL. 98 PG. 84 MAY AFFECT THIS e act and the occupied southwestTRACT BUT ITS LOCATION IS UN called 99.25 acre tract d line of said called 10.00 acre KNOWN.
line of said callre tract a distance of
p813.16 feet to an 8
fence-7 cornea post- found. for: an= interior corner, said cc
rner being an occupied interior corner of said called 99.25 acre tract and also being the occupied most southerly corner of said called B. THE RIGHT-OF-WAY EASEMENT TO THE CITY OF BRYAN RECORDED IN
10.00 acre tract;
VOL. 1764, PGS. 8 & 11 DOES AFFECT THIS TRACT AND IS SHOWN.
C. THE EASEMENT TO THE CITY OF COLLEGE STATION IS RECORDED IN
THENCE N 42' 19' 42" E, along the occupied northwest
line of said called 99.25 acre tract and the 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 carrier,
said corner being an occupied north corner of said called 99.25 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 desc
ibed in Volume 3115, page 35; RECORDED IN VOL. 4003, PG. 122 DOES AFFECT THIS TRACT AND IS SHOWN.
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 easterly corner, said 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 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 being the occupied 5. THE SURVEY FOR THIS PROPERTY WAS PREPARED WITH THE BENEFIT OF A
most westerly corner of said called 22.796 acre tract aid
also being the occupied most northerly corner of said 93.543 acre tract; TITLE POLICY PREPARED BY BRAZOS COUNTY ABSTRACT COMPANY. ALL
THENCE S 41' 53' 56" W, continuing along the occupied.-
EASEMENT INFORMATION APPLICABLE TO THE SURVEY IS SHOWN ACCORDING TO
southeast, line, of said, called_: 99..25 acre.. tract,. and. the, occu{.ied, northwest line of said called 93.543 acre tract a . distance.. of. 1325_98 . THIS; POLICY IN - GF NO.: - 140603.
feet to the PLACE OF BEGINNING and containing 97.94 acres
of land,. more- or less.
And_, being., the, same.- property-: described in Deed from
6. THIS PROPERTY DOES NOT LIE WITHIN A 100-YEAR FLOOD HAZARD AREA AS
Move Crossing Development, L.L.C. to Phi -Ton Investments, L.P., dated August 11, 2004, and recorded in Volume 6251, page 270, Official PER FLOOD INSURANCE RATE MAP (FIRM) NO. 48041 CO310F, DATED APRIL 2,
Records. of Brazos.- County,, Texas;;
2014. THE 100-YEAR FLOODPLAIN SHOWN IS AS DETERMINED BY BASE FLOOD
TRACT TWO:
ELEVATION DATA FROM THE 100-YEAR FLOODPLAIN DELINEATION FOR THE
SOUTH FORK OF LICK CREEK AND THE ALEXANDRIA SUBDIVISION PREPARED BY
Being all that certain tract or parcel of land lying and
being situated in the ROBERT STEVENSON LEAGUE, A-54 in College Station, Brazos County, Texas and being a portion of the 93.543 acre McCLURE ENGINEERING.
tract conveyed to Edward Froehling by deed dated June
16, 1998 recorded in Volume 3162, Page 199 of the Official Records of Brazos County, Texas (O.R.B.C.) and being more particularly 7, CURVE LENGTHS SHOWN ARE ARC LENGTHS.
described by metes and bounds as follows:
BEGINNING: at a found 3/8-inch iron rod. marking the
8. THE 20' PUBLIC UTILITY EASEMENT ALONG THE PROPERTY LINE ADJACENT
north corner of the said 93.543 acre tract, the west corner of the Peyton Waller 22.796 acre tract described in Volume 327, Page 90 of TO THE SCHOOL PROPERTY WILL BE USED FOR THE EXTENSION OF THE
the 'Brazos County Deed Records (B.C.D.R.) and said iron
rod being in the southeast line 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 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 corner, said iron rod marking the WILL BE CONVEYED BY 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.);
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 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.);
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.);
THENCE: along the northeast line of said PHASE 2-B fo
the following eight (8) calls:
1) N 45' 19' 06" W for a distance of 204.81 feet to a
found 1/2-inch iron rod for corner,
2) N 73' 07' 40" W for a distance of 96.28 feet to a
found 1/2-inch iron rod for corner,
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 a-
found- 1/2-inch iron rod_for corner,-
5) 170.17 feet in a counter -clockwise direction along the-
arc of -a- curve- having- a- central an -glen -of- 19-6. GO'.: 0.01%. o radius of, 50.00 feet, a tangent of 379.79 feet -and -:a long" chord:- bearing- S _
82' 09' 11" W at a distance of 99.14 feet to a found3/4-inch
iron pipe for a Point of Reverse Curvature;
6)' 5236- feet` along- the- 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 at a
distance of- 50.00 feet- to- a- found-` 3/4-inch iron pipe far
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;
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 of
35.36 feet to a found 3/4-inch iron pipe for the Point
of Tangency;
THENCE: - N . 45'. 20'. 49-" W: for: a : distance of 424.70. feet
to a. 1/2-inch iron . rod., set. for: corner,. said-: iron; rod_ olscu beingq in! the northwest line of the beforesaid_ Froehling. 93.543_ acre tract,., and.:
the Phi -Ton Investments, L.L.P. 97.94 acre tract;
THENCE: N; 45' 03' 1 &' E: along_: 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;
THENCE: N 44' 34' 14" E continuing along said comm
n line for a distance of 296.58 feet to the POINT OF BEGINNING and containing 9.804 acres of land, more or less.
VICINITY MAP
I
All
!
f.:Z..'��
;f.z ; z✓" 1 P.n,,.«�.w;:,. 5'
K k
a
n,
�3
situ
E._a.r.<..�..
...,, r
(`
i
4
1
J
r �
r°^-`
Ul .._�,,.'. c ,�
P
107.759 ACRES
SAVE AND EXCEPT
PHASE 1 A = 9.618 AC.
PHASE 3 _ 8.708 A _ C
PHASE 1B = HA 8 451 A . C PH
ASE 4 7.152 AC.
PHASE 1 C = 7.625 AC. PHASE 5 = 10.406 AC.
PHASE 2 = 8.289 AC. PHASE 6 = 18.891 AC.
PHASE 8 = 10.567 AC.
REMAINING PHASES
PHASE 7 = 15.961 AC.
PHASE 9 = 13.523 AC.
BLOCK 1, LOTS 1 THRU 21 BLOCK 9, LOTS 1 THRU 38 BLOCK 17, LOTS 1 THRU 10
BLOCK 2, LOTS 1 THRU 23 BLOCK 10, LOTS 1 THRU 10 BLOCK 18, LOTS 1 THRU 12
BLOCK 3, LOTS 1 THRU 12 BLOCK 11, LOTS 1 THRU 13 BLOCK 19, LOTS 1 THRU 10
BLOCK 4, LOTS 1 THRU 41 BLOCK 12, LOTS 1 THRU 13 BLOCK 20, LOTS 1 THRU 24
BLOCK 5, LOTS 1 THRU 7 BLOCK 13, LOTS 1 THRU 14 BLOCK 21, LOTS 1 THRU 26
BLOCK 6, LOTS 1 THRU 47 BLOCK 14, LOTS 1 THRU 14 BLOCK 22, LOTS 1 THRU 12
BLOCK 7, LOTS 1 THRU 38 BLOCK 15, LOTS 1 THRU 28 BLOCK 23, LOTS 1 THRU 5
BLOCK 8, LOTS 1 THRU 10 BLOCK 16, LOTS 1 THRU 24
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1 "=100'
AUGUST, 2004
OWNER/DEVELOPER: REV. SEPTEMBER, 2004
Ed Froehling Builders OCTOBER, 2004 (REV. 2)
3887 High Lonesome (NOTE 8, SHEET 2 OF 2 ONLY)
College Station, TX 77845 AUGUST, 2005 (REV. 2)
(979) 776-8266 MAY, 2010 REV. 3)
( )
ENGINEER: JANUARY, 2015 (REV. 4)
Kent: Laza;. P-:E.. y
4101 S. Texas Avenue, Suite A
Bryan, TX 77802
(979) 846-6212 D O N D U R D E N I N C
SHEET 2 OF 2 BRYANATON/NCOLLEEGELSTATDION
d.b.a. CIVIL ENGINEERING CONSULTANTS
4101 S. TEXAS AVE, SUITE A
BRYAN, TEXAS 77802
TEL: (979) 846--6212'
FAX: (979) 846-8252
REGISTRATION #F-2214
M