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REVIEWED FOR COMPLIANCE
CITY OF COLLEGE STATION
PLANNING Be DEVELOPMENT SERVICES
PLANNING DIVISION
2 YAV-�
LAURA GRAY, AICP, SENIOR PLANNER
01/10/2020
/ uI
I y/ MATCHLINE I
L MATCHLINE I I
l /
GENERAL NOTES:
1. Bean s shown hereon are based on the Teem Cooralroeesstem of 1993 Central zone4203.
N
z All let corners are marked with s/an[M1 Iran rod lwlm [aPzrampea "lonesearttr'. unless o[M1erwize nMea.
3. No private sewage Facility may be andalled on any lot in Only subsevlslon without the issuance of a license by the Brazos Counts Health Department under the provl9ons of thepante Rtlllry regulations adapted by the Ummesdoner's Court of Brazos
County, advocate to the provHions of s«tion 21.084 of the Texas Water code.
4. Minimum dollars setback lines are is follows: Front Feet,Siide-20 Feet, Rear 50 Feet
S. Added to No to be Eofide Freddie Emergency Management 'z Flood Insurance Rate Maps are Brazos County, having a my
pay annual
TzOlT b base h LOMR edgmtomm lz amended
base flood
unshadedZone
ithI
8 P e v g agency p v. 8 1 1.March
tclefhe netl azaredesapproximatly 03 met,
IF 500-earflootl lain antlIDne"AE"'tlellnetl as Morris areaszub"ectlainuntla[lon ins l%annual[M1anu flootl wRM1 haze tlnotl elevanonitletermined iM1e tariff aootl elevation BFE with V P p i by 1 1
the wh e[i na[[iza approximately 303 het.
TM1ISflood Statement dam cnmlm that ro or [M1erean will be h«hom flooding or llootl damage. On rare omslonsllootls can and wllla«mand lima M1ei tsm be mcreasea man made or natural causes. lnls llootl settlement
imply p cenvo g g gM1 may by -
shallnataeatellabillry on [M1e partINthe surveyor.
The location Of the flood zone lines shown hereon were determinM by selling from said FIRM map. The actual location as determined by elevation contours may differ. lanes) Carter assumes no liability as to the accuracy ofthe lot mof the
flood zone limits.
G. The Properm shown hereon Is located In the EM and therefore is not zoned.
7. This aemelopmemis mapped to the College Station ndependent school Diste[t.
8, Electaged seMa will be provided W BN.
9. Water Samoa will be provided W wellborn 5peeal Utility Bill
10, Bozos County ball mass Hot efa[hiss far all public Manage easements.
11. The lot owner shall be responsible Far mmronm stornewaer runoff tram their rez dil roe in accordance who all Hill lseen¢and l«alrequirements. p a owners shall not uu fence or MM1erv,de black eralna .
« a t ce p p mrap rry se
rz. All assessment within the over at floods hazard area shall comply with all applicable orders and rreulxmns'mauding but not bmited to Brazos Couny's Flood Prevention Order. A floWPlam development permit shall be obbmea ham Lee County
Engineers Office poor W the mnRrudoon a any structurel dwithin the f cha plain.
13, Nvhs from the Brazos County Health department
CAll SSF drzerveeb an must .nn[oa and
ryoatwrevateom.xoelssor 1 be on pit ono led without the lssean«ofan aomoriaatlonm«nstm[r Issued me Brazos sun Realm Department under the warer code. No
al Ossreamuele ismencroaa on me ioo-f«ts In�arvaoned private warerwensons6feeton puen[w �erwells. � ry p
M All IMz will be required to have a site/loll evaluation an file with Fine Brazos County Heats Department before onsite sewage facilities may be constructed.
[ On site sewage facilities dkozal areas shall not encroach the lOYtmt or the 156fmt motors zone d orlvate or well rezeNW.
1 se P ry p P p N
tl not damage
wive lots are l0} reflood Tacoma Teas An mithemiveerme R[fionig m3 i a and any
how Unit (loan nis arilooa Detecting; wb"etltos brit tannin requirements. The OSSF shall be located so Mataflood will
1 Ya p 111. any Ye P 1 R planning
no[tlamagethe OAFtluenga flood event, resulting contamination ofMe enmm�merrt. Planning materials shall inaiab howbnkfloa[adon keliminated.
14. Ez8
lzrin mail box dusters to be used for Formed lots.
]s. rvostructure or Jana within this plat shall hereafter be looted oraherea without For obtaining a Development Permit from the Brazos County Correction aamtolnrator.
16, For 5mile.FamiN Resldenfial Developments, Multi -Unit Residential Developments w Manufactured Home Communities, Neighbor Deli very and Collection Box Units l'T'DbU'sz,orcommunity maeboxes, shall be required H possible, these mailbox units
should be installed on law P ll mtersecbig roadways or an primate aroceM Locations for the ALI shall be shown an the co a md,on Plans.
17. Driveway accessshould be tram lesser mtwo mods for rat l as 40 Black 2
18. Central Island on Meadows Bluff Court will not have any planters orirtlgatlon lines running through
19, Propsed utility[mssing on existing rod ay will be case from ROW to ROW and will be Wred No mass cut instillation allowed Refer to Brazos County Utility installation praNures.
20, All Drainage Easements shall bemaintained to ensure drainage is not blacked.
IREVIEWED FOR COMPLIANCE
I CITY OF COLLEGE STATION
PLANNING St DEVELOPMENT SERVICES
ENGINEERING /D�IIVI�SIIO'^N
/ v I VIU
ERIKA BRIDGES, P.E., ASST. CITY ENGINEER
ovt 7/2020
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C1
415.00
400.41'
385.05'
N 72'1452' E
55'i651"
C2
335.00
317.37
305.64
N 71'4451 E
54'16'S1
C3
415.00
196.51
194.68
N 85'1922 E
277T49
C4
319.00
PEAS
65.37
S 57'0322 W
11'4541
C5
TT575`c
117.66
117.27
S 88'1403 E
T7TTT0
Cfi
25.00
35.43
3254
S 554518 E
81'1208
CT
25.00
28.66
2T.12
T 1T4117 W
65'4103
C8
6106
68J8
=il
S 1T'4117 W
6IIIIT
C9
6106
94.25
84.85
S 60'0914 E
90'0000
C10
60.00
94.25
84.85
N 29'5046 E
90'0000
Cit
25.00
36.27
1117c
N 26'2424 E
83'OTi6'
U2
415W
169.19
1981
N 56'1T 13 E
23'21'34'
C13
335,00
57.80
57.72
N 49`3259 E
91` 6
C14
335.00
51
51
N 51 E
91
C15
335.00
160.63
159.10
N 78'0731 E
2T2824
C16
95 `00
91.64
84.24
T 47 4456 E
T94643
C17
60.00
T.17
36.57
T 25'063J E
35'2928
cis
To00
7T00
T0.21
S ]8'3948 E
TTT724
79
6100
43.8T
42.90
N 44'357 E
475326
M
65.00
80.92
7779
N 59'1756 E
7TT9T6v
C721
TffMc
168.0T
166.93
N 83'21 36 E
23'1216
M
41500'
113.55
113.20
N 75'4819 E
15'40736'
C23
335.00
41.08
41.06
S 84'37 30 E
TO 34
C24
415.00
28.43
28.43
S 8504 29 E
3' 55 33
U5
76.00
2471
24.60
S 30'4114 W
163750
C76
47175c
21.45
2TT4
N 8]'D OB E
275103
C27
76.00
28,17
Chi
N 88'3408 W
21'1408
C28
415.00
31.64
31.83
N 691 E
42346
C29
335.00
135.54
134.61
N 7W5708 E
23'1052
C30
415.00
7e54
T5.44
N 85'1941 E
10'2545
C31
797W
196.02
195.48
N T2'4328 E
14'4641
C32
646W
165.00
164.55
S 57S6'56 W
14'46'19'
C33
646W
165.08
164.62
S 72'4J27' W
14'46'43'
C734
335.00
15.59
15.59
S 81'26 49 W
2'39 59
C35
335.00
45.39
45.35
S 86'39 41 W
74576
cm
415.00
10.83
10.83
5 89'47 43 W
1729 42
C37
25.00
35.95
32.94
N 494504 W
82'2408
TTEI
21500
23.41
23.40
14072112 W
71423
C39
285mc
31.08
31.06
si=123 E
67454
C40
25.00
3570
32J4
S 32'2330 W
TT 31
C41
415.00
43.54
43S2
T 70'2201 W
TOO" 39
C42
335.00
184.33
182,01
S 83'O7 29 W
31'31 35
C43
415.00'
393,23
378,68'
S 71'si W
541
C44
335.00
323.22
310.83
S 721452 W
55'1651
75
415.00
111.94
111.60
N 8T 22 W
15'2716
C46
415.0o
162.76
16-2
S 55'5O 01 W
22'2816
C47
T1i' 0
730.4]
227.52
T 82'5843 W
31'4908
C48
335.00
7TFT
7L50
N 8]'141J W
171509
C49
33K05T
112T
11216
S ]6'S955 W
171626
cm
640.00
330.08
326.44
S 65'2018 W
29'3302
C51
335.00
60.98
60.89
S 85'1942 W
172545
C52
415.00
400.41
3ill
N T2'1452 E
571651
C53
335W
317.3T
16K64l
NTi'4451 E
64ei6'S1'
C54
415,00'
196.51
194.68
N 8T1922 E
ZTOT'49'
C55
415,00
31.84
31.83
N 69'3335 E
T2346
C56
335.00
135.54
134.61
N 7T5 08 E
2710 52
C57
415.00
75.54
75.44
N 85'19 41 E
1 V 25 45
C58
70.00
196.02
19548
N J2'4328 E
14'4641
C59
25.00
35.43
32.54
S 55'4518 E
871208
C60
25 00
28.66
7.12
S 17v W
69 1 03
C61
60.00
6878
65.08
S 1T4117 W
691
C62
60.00
188.50
120.00
N T4'SO 46 E
180'0000
C63
25.00
36.27
33.17
N 26'2424 E
83'0716
aii
61
91.64'
84.24'
S 4T4456 E
80'46743'
C65
60.00
156.04
115.64
T 81' 11 43 E
149'0018
CBS
65.00
80.92
T579
W 59'1756 E
71'1936
UI7
315.00
59.10
59.01
S 451117 W
15; 4
NE
BEARINDISTANCE
L1
N CZ5208 W
589.43
L2
S 11142 E
104.41
L3
N 44'3626 E
175.00
L4
S 81.0643 E
175.00
LS
S 173632 W
453,35
L6
S dC4039 W
175,39
7
S 5132'20 W
38.32'
L8
S 88'38 28 W
215.01
L9
N 063311 E
98.26
L10
N 55'2846 W90.51
L11
N 01.0239 E
306.48
L12
S 123812 W
206.28
L13
S 1 44720 E
114.2]
L14
S OT2550 W
42.]0
L15
N 80'5543 E
24.]5
Lib
S 22'5430 W
273.18
L17
S 25'33'45" E
83.49'
L18
S 892254" W
159,17'
E19
S 72'1756" W
399.38
L20
S 150914' E
25.23
L21
S 150914 E
40.00
02
8 3T1026 W
751.55
03
7 02'5208 W
4J1.36
L24
T 23'1049 E
254.9]
L25
7 02'5208 TV
118.08
L26
IN 895543 E 1288.99
127
IN 15`0914 W
140.68
L28
S 1T3V 12" W
231,06'
L29
N 1T33;12; E
24.78'
L30
S 01'02 39 W
18.02
L31
S 30'5035 W
152.45
L32
S 24'4719 W
206.90
L33
S 00'00 00 E
373.60
L34
S 473315 W
7] 8
L35
S 2841 31 E
52.90
L36
N 23'41 31 W
T4.o
L3]
S 8T4757 E
20.24
L38
N 48'3523 W
2z
09
N 2YI0'49" W
121,91'
L40
N 2SIO49 W
9T67'
L41
S 36'1723' E
112.26
L42
N 11'4327 E
17.48
L43
S 09*5311 E
20.00
L44
N 11143 W
32.12
L45
S 4C3626 W
62.62
L46
N 6721 42 E
175.03
L47
S I 26 E
179.06
L48
N 8V0649 E
1-7
L49
S 09111" E
20.00'
L50
S 1T18;44" E
510.03'
L51
N 83'49 29 W
80.06
L52
N 65 48 09 Be
86.06
L53
S 81'5036 W
82.20
154
T 203400 W
103.44
155
S 0229 46 W
95.42
1256
T ST2930 TV
150.16
L57
S 14'1429 W
68.27
1258
S 43'08 09 E
65.26
1259
S 170935 E
131.42
L60
S 5T36'41" W
51.74'
L61
N 44'32 27 W
95.07
L62
IS 771418 W 1122.45
L63
S 46'2657 W
198.57
L64
N 61'5402 W
45,88
L65
N 663323 W
38.95
L66
N 575726 W
164.60
L67
7 74'40 35 TV
97 32
L68
S 23'3535 W
107.65
L69
S 6V3T28 W-67.99
L70
S 66'21'43" W
243.49'
L71
N 42'26'59" W
17al
Uff
N 79'1905" IN
154.91
V3
S 8 44438' BY
124.93
V4
S 60'0018 Be
113.52
V5
8 16'5409 W
109.52
L76
S 31'4442 E
85.93
1777
S 89'01 56 E
125.9]
178
S 63'5402 E
69.42
L79
IS OT2306 E 131.46
LED
IS 55103 AT 1145,54
L81
S OT29'25" E
175,98'
L82
S 4933'49" W
75.27
L83
S 15`5433 W
111.05
L84
S 35'3650 E
104.51
L85
S 05121 W
72.65
L86
S SV5115 W
45.50
L87
S 18'51 53 E
91.37
L88
N 75'01 46 E
73.38
L89
S 4539 51 E
105.41
L90
S OT3636 E
48.9B
L91
S 374237 W
15 446
L92
S 5134'34" W
130,22'
L93
S 170515 W
109.10
L94
S 8546 59' Be
154.22
L95
N 81'4445 Be
183.53
L96
S BZ31 01 W
532.]4
LW
S 2SO7 12 W
121.81
L98
S ON4940 E
327.11
L99
S 1513 35 W
484.07
L1005
30'3024 W
531 JB
L101
S 68'1327 W
96.06
L102
L103
N 05'44 34 W
200.55'
4
N 68'56 52 W
92.19
5
N 02'11 33 W
1560.08
6
NO!
N 02'5017 W
651.01
J
5 48'2802 E
580.54
8
N 8J'OJ 52 E
839.00
N 02'S208 W
823.55
SYMBOL & UNE LEGEND
PROPERTY/ROW LINE
PROPERTY BOUNDARY
EASEMENT LINE
CENTERLINE OF ROAD
- -
CONTOURLINES
®
BLOCK NUMBER
4
LOT NUMBER
OPHASE
NUMBER
Pavement
abuse
Existingvundr
The Meadows Existing Plats
Phase 1(Volume 14079, Page 114)
Phase 2 (Volume 14535, Page 152)
PRELIMINARY
PLAN
NOT FOR RECORD
OF
The Meadows
PH III
138.42 ACRES
BRAZOS COUNTY, TEXAS
12/06/2019
Andrew Miller Survey
Abstract No. 165
and
Clement Raney Survey
Abstract No. 201
DEVELOPER:
Million Reserve
P.0 Box 591
Milican, Texas
77866
PROPERTY OWNERS:
RB Meadows, LLC
P.0 Box 591
Million, Texas 77866
Peach Creek Partners LTD
RB Ventures 1, LLC
P.O Box 591
P.O Box 591
Million, Texas 77866
Millican,Texas77866
I SHEET 1 OF 2 1
®JONESICARTER
Texas Board of Professional ers Engine Registration istration No. F-439
150VeMureOr. Suite 100.0111ege $IMiOR iexas]]045.9]9.131.8900
z
J OP 180 m N
D, I 4
\ Re nde� \ Proposed 81 V�19ter ne/
\ \ 1 I 1 o0ed 8g o!1¢ LI(�c Il I Exis ing Sloped End Tre 444
��� /// 1 I Exis
R ea as s n6 4fi N ar\
I I 2e, t SPeci
m eo oero N , wit V Ceed / -
I � I ✓o/ume x Phor.. V
( 40>9, age ryn e .j8 s Lien �
G(\ n oar Cog C
l
`fs. `'2,. T LAT7E 11231 �B.W _ eau--�e"Lv -
mon .yy
�c14
1 1 \ Existin Co
_ I
C45 \ \ I Existing 16' pUa
hhh 1407g p9 11QP/I \ Existi 51op1gd En) Treatment �/ N
e4z• a jay rZ \ \\ � n9� �-i /
Opa64�4� EXlStI/A[J IoPlaagi�'Ed/reon\iLi
Existing
1407p pUE Volume
� a /
lgliillr�eado - ws ircle
24' PAV \
'yE Po4a' /e r�pos d 8" aterline / +//
I �z,
1.46 Ac. T �� _ T
\PriV9teDrainage
ase ent
v LOO' 3 �a`t' �yt / I I R60
I� Exisgncrete� Wiw�olls� G� �2adwv LO� 1 �{ ,{� ������/T 21
� J0,.*I51111A�. P. d�.7 B�U11 CD I L
\ Deco < ° Proposed 16 P.U.E.
oeF�-c-E }- �nd P.D.E. ) ��I
�[�
PrOpq�ed)Pr. E. coiree saa 4uee / 2
dTor e Douce rse oc main e kc�
o
226' / /
a ep"o B C 1
\_�Lte ac es
I L15 kz�
wI HDP 30 StOfm P osed 2�U. .E. nd Pr.D.E.
�/j' / / � � � �(�✓or' �rrEo� gem � \ l _ \ \- � / I I / / / `°Q �}l/ J
216'
0 /roti f .1.6T 3_SLOT 2 L1�
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE
Cl 415,00400.41' 385,05' N 72'1452" E 55'16'51'
\ / J z / I /C771"3.0N ]14a5546'5p N85'1100yr Flood Plain C3 500 92T0749
I /CCS6 325.000 6546S5T114541m 415.00117T6 1177 5811fi1440BlocR�
5 55'4518 E 81'1208
p // / Q` 65.08 S 1]'4117 W 65'4103
84.85 S 60'0914 E 90'0000
/1 �� C10 60.00 94.25 84.65 N 29'SO46 E 90'0006
C11 25.00 36.2] 33.1 ]' N 26'2424 E 83'0716"
/ / > Remo/ C12 415.00 169.19 168.02 N 56'1713 E 23'21 34 212� e1 1 �� r ( noen oe C13 335.00 57.80 57.72 N 49'3259 E 9'53'
15g p6 / C14 335.00 57.86 57 79 N 59'26 25 E 9'53 47
d
MeaC1335.00 160.63 159.10 N 78'0731 E 2T2824
L38 N 48'35'23 W 23.31'
L39 N 2TIO49" W 121.91'
L40 N 23'10 49 W 97.67
L41 S 3T1723 E 112.26
L42 N 11.43 27 E 17.48
L43 S o9'S311 E 20.00
L44 N 81'06 43 W 32.12
L45 S 4436 26 W 62.62
L46 N 6721 42 E 175.03'
L4] S 89'27 26 E 179.06
L48 N W06 49 E 177.97
L49 S OT5311" E 20.00
L50 S 1Z1844 E 510,03
L51 N ST49 29 W 80.06
L52 N 65'4809 W 56.06
36 L53 S 81'50 W 82.20
L54 S 20'3400 W 103.44
L55 S OT29 46 W 85.42
L56 S 5T29 30 W 150.16
LS] IS 14'1429 W 68.27
�
/ I C SPecio/ {yonws LLC C16 6500 91.64 8424 T 47 4456 E 804643 58 IS 43'0809 E 65,26'
i� ont C17 fi0.00 3J1J 36.5J 5 -2-5'063J E 352928 59 S 5Z3641" E 51. 74 42
- 'Is
V meV �oor s L 79 67155 4197 42.90 N 44'35 03 E 41'S3 26 611 N 44'32 27 W 95.07
i7 •3800, Pa \ C20 TT55 80.92 ]SJ9 N 59'1756 E 71'1936 L62 S 771418 W 122.45
_J - OPR6C ge C21 415.00415
168.0] 166.93 N 83'2136 E mfoI6 L63 S 46'2657 W 198.57
u I osed 20' P U.E and - _ _ - - \ �\ \\ I �� °T PGA7"zo) C23 335.00 41 085 Ti 0TTY9 5 84'37 30 E 101 348 L16 N 6633 L64 IN P3 W 164,1
pfOp pr D E� \ \ C24 415.00 28.43 28.43 5 83'O4 29 E 3'S5 33 L66 N SSSJ 26 W 164.60
_ L18 I\ J C25 431,0 21.71 21.44 5 30'41 14 W 18'3J 50 168 N J4'40 35 W 8732
107.E
_ C26 76.00' 21.17 21.44 N 88 08 E 2'S1 03 L68 S 23'3535 W 10].65
I C28 415.0 28.1J 31.01 N 8T3408 W 2P1408 L69 5 W21 43" W 5799
243.4
I IV C29 415.00 31.84 31.83 N 69'3335 E 4'2346 VO S 66'21 43" W 243.49'
\1I C29 335.00 135.54 134.61 N 78'S708 E 281052 E71 N 4T2659 W 174,79
(� L19 \� C30 45..N
.77N507TI905 W 154,91
C31 760.00 196.02 195.48 T 7T4328 E 14'4641 V3 S W4438 W 124.93
CM 640.00 165.00' 164,55' S 57*56'56" W 14'46'19" V4 T 6000018 W 113.52
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'
SYMBOL& LINE LEGEND
PROPERTY/ROW LINE
PROPERTY BOUNDARY
SHEET MATCHUNE
SOMEONE
- -
EASEMENT UNE
CENTERLINE OF ROAD
- -
CONTOUR LINES
®
BLOCK NUMBER
4
LOT NUMBER
OPHASE
NUMBER
Pavement
Phase
Existing Ponds
®
Common Area 'A"
The Meadows Existing Plats
Phase l (volume NIT", Page 114)
Phase 21Volume 34635, Pace 152)
PRELIMINARY
PLAN
NOT FOR RECORD
OF
The Meadows
PH III
138.42 ACRES
BRAZOS COUNTY, TEXAS
12/06/2019
Andrew Miller Survey
Abstract No. 165
and
Clement Raney Survey
Abstract No. 201
DEVELOPER:
Millican Reserve
P.O Box 591
Milican, Texas
77866
PROPERTY OWNERS:
RB Meadows, LLC
P.0 Box 591
Millican, Texas 77866
Peach Creek Partners LTD RB Ventures 1, LLC
P.0 Box 591 P.0 Box 591
Millican, Texas 77866 Millican,Te1as77866
SHEET 2 OF 2
®JONESICARTER
Texas Board of Professional Engineers Registration No. F-439
150VeMure Dr.,Suitelo0•CUIIWStAon,Tem77045"979.731.WBD