HomeMy WebLinkAboutThe Meadows Ph1 Blk1 Lts1-30 (2)Tan n (1034 Asan)
Nm or Feaero
y of Ts MmMan Cu. We
V.Qp. P.1M
15 W.S.U.D. RDW EVO
1 (9018/1m7
`1
e2.zs5.wwe
sure of WnWP % &
Vd. low. Po 5 (0.0.09)
1 I
N I
?2 1 AWrox. Location of
I TYanhons Easement
Fulum Access`
\ v
to Cherokee \ C36 �/ Lot 2 I 1 -i -f----7'
,t, 1 1.57 As. /
Z__` \\ ^a+.J•,, `% ( I I l Lot 1
pI1 q �I W 912Aa.
o ® ® ` t `\ \ '' ` ` . y` \ Q w' was here Porn. I 'g
\ - 'o.. �L N 75,y(.82 N+. (Imvlaw & ,ev/us>\. . BLf1CA l
\
150 v • or, 334. \ e
Let 16 \vo0 •Q \\ ` \vv 'in .r 5 84'26'02' W -358.94' Prapoved t8' P.UE. $ P.D.E. I
1.20 Ae' ok \ 16' P.U.E. $ P.D.E. `v1 ,, c � 1 4 m
-1'Oo IB' PA.E �• Jr, 2 Lot 27 , I I O b I 1 of /
Ad $ P.D.E. (J& 1.24 Ac I 1 I 3.1 /
^ \\ 1'149 e;3•?-? I', II, Lot 28 17 'gge Lot Ac 1g or 3 ^/
k `D9.\ , 1 J✓s Aa. 1 3 I 16' P.u.E II /// /// I
P.D.E.
gq6 i Yew \ P g, t 1B' P.M. - 1 O ^--__--_ __ J. //
1 N k .� \ 11.10' 1 & P.D.E J p� _
Lot 24 vim, ` \ -+ -'r---178.90' 'W 5 6K28'02" W - 184.02' f�9 /
1.19 As. •\ 5 84.28.. W _ 199.00' . I L28 / 1
g /
LW TABLE
km or Fom,erw
INE
$Mw Demeaned
1 oYs• 214 .1 so
4"�
V"MM
1
L2 S 39'45'48• W
Treat
0
CURVE
DELTA RANDS LENGTH TANGENT
CHORD BRC. CHORD DIST.
C1
10'44'39" 435.00' 81.81' 40.93'
S 45'11'17" W
r10 (♦2MM)
CZ
I m
Nromnb
orFr)Tool
I
Lot 14
r3
tat is
Tum Around.
T.an 11 (20.n Ate)
75.44'
I
Jon or Fo'� Pa n,
1 50' Pr.O.E
Temporary
See NOW 10.
oeeepsplw�� 1
,•
�pawfv°n
'^t
�p>•) wn
Xm w Pwmaq/
w & Juiw KWawk
;
Now or edurre
Y-Gvo V
Plot LLC
V95B4. P.51
CB
I
I
Rnx yk VAN Trot
V 972]. PAN
J.M. /. 5th.
t'.
n°
Indian 8WGIC
G
Vmlc 1`99
N 8710'25'
.
1
54'17'24•
415.00' 393.23' 212.78'
a Box ® MO
® i - E - • 91.7'5•®
-
x351.
31'31'35"
335.00' 784.33' 94.88'
N 850735 E
182.01'
L� 13
��
N
m
0 �E 53B.IB•
1, We
RNNEY SURJEY. A-201
I
J11 k.
r�
e E _
N 37,28'45"
°"
°' N B1'Ni' E - 287.83•'
214
BT22W -
r 3 1
-1J�
31.08'
_
51{'64"
.T61Rp8•.
11.73'
194.88'
0.43'
474
Room I8'
25.00' 35.99'
7 I
S 09'42'58" E
32.96'
415
729'42"
415.00' 10.83'
it 1
N 0.4743" E
10.01
418
70'2548"
15' WS.....BMW
30.57
N 85'19'41" E
I
2533'02'
1
i i i
N 85'2018 E
70.00'
II IJ
M702'
(9127/295)
W 3
N IS'11'tY $
59.01'
419
551651
1
175.N'
N Mi4'62' E
310.83'
Bora
952718'
FINAL PLAT
N 8700.20" W
90.09'
eve rush
rewwm OMI
I�% f
Temporary Tum Azould.
1J gl `I
IIs)
Lot .i0
Ac.
1"
'1Y'
// I I
20' P.U.E.
353.72'
O'I
443.85'
Se Note 10.
7550'24'
I
9&eWW
L67
31.75'
424
2641'52'
WXY
84.91'
S T3138 W
167.07'
425
50' Pr.DE.
o•
97.76
30' P.U.E
192.22'
428
7590'24'
25.00' 34.40'
2095'
N 21.32.40'
10 28
427
55'23'5"
285.00' 275.56
14892•
N 357556 W
284.95'
C2B
`.1
285.00' 223.0'
CTI \\
N 15559 E
J` (� 1 8 29
16'
1
429
^`'� P.
23.00' 34.40•
20.55'
N 601.16" W
31.75'
-'_
5544'01'
235.00• 245.00'
134.95•
N 7725'07' W
234.05'
431
855718'
285.00' 32897
181921
S 7725'07 E
31028'
432
7550'24'
25.00' 34.40'
2055'
S 7551'41" E
i1m.DE
433
2742'54'
57.25
Tan n (1034 Asan)
Nm or Feaero
y of Ts MmMan Cu. We
V.Qp. P.1M
15 W.S.U.D. RDW EVO
1 (9018/1m7
`1
e2.zs5.wwe
sure of WnWP % &
Vd. low. Po 5 (0.0.09)
1 I
N I
?2 1 AWrox. Location of
I TYanhons Easement
Fulum Access`
\ v
to Cherokee \ C36 �/ Lot 2 I 1 -i -f----7'
,t, 1 1.57 As. /
Z__` \\ ^a+.J•,, `% ( I I l Lot 1
pI1 q �I W 912Aa.
o ® ® ` t `\ \ '' ` ` . y` \ Q w' was here Porn. I 'g
\ - 'o.. �L N 75,y(.82 N+. (Imvlaw & ,ev/us>\. . BLf1CA l
\
150 v • or, 334. \ e
Let 16 \vo0 •Q \\ ` \vv 'in .r 5 84'26'02' W -358.94' Prapoved t8' P.UE. $ P.D.E. I
1.20 Ae' ok \ 16' P.U.E. $ P.D.E. `v1 ,, c � 1 4 m
-1'Oo IB' PA.E �• Jr, 2 Lot 27 , I I O b I 1 of /
Ad $ P.D.E. (J& 1.24 Ac I 1 I 3.1 /
^ \\ 1'149 e;3•?-? I', II, Lot 28 17 'gge Lot Ac 1g or 3 ^/
k `D9.\ , 1 J✓s Aa. 1 3 I 16' P.u.E II /// /// I
P.D.E.
gq6 i Yew \ P g, t 1B' P.M. - 1 O ^--__--_ __ J. //
1 N k .� \ 11.10' 1 & P.D.E J p� _
Lot 24 vim, ` \ -+ -'r---178.90' 'W 5 6K28'02" W - 184.02' f�9 /
1.19 As. •\ 5 84.28.. W _ 199.00' . I L28 / 1
g /
75 P.U.E & P.UE nn''
Y
P.U.E $ P.D.E
llll�
\ G c
\ 432 5
N 84'33'38' E - \ E --G' �84'28'02" W-14.02' C20Circle Leg MilMeadows Ct
421.04' a ___ (80' R.O.W. 24' Pvmt.)
8
Lot 4 P.D.E.
/ a
/
Lot 23 18' P.Ub �^ // 18' P.U.E. I « m 1.61 Ac. ^t __---Rossi m Tan 21 (tom DOWN) 1
/ / Yee w Fe�sw4y 1
1.12 Ac. $ P.D.E.I
a arm, L Jr. ma FAi Ydemme
rev. P.180
7879'29" m I 5 8531'01' W - 52.24' - 1--.4.•._�...K
Lot 22 �; I I 7v R of 5 e�' MAW Jews,
r• r� (•
saw
1.02 As. vw. 1xsea, PoPo. 5 (+ec.B)
I c 1
41.23' I 1 r133i
1 ST26'44' W_ I I g I 5 8708'12" W- 8.06' �l 41 •.
348.95' 3 r.
Lot 21 Ili §t 4•! I I m WCote
1.02 As. I I 0 y2 •' /.AT Aa
1 I I Common Arno 12 2 1
1 3: ls 1 (GYeWnspeae) I t $ I
584.26'02' W- 352,12' 1 I 6.55 Acres I or m 1 S 3708'12• W- 328.75 Legend
n I I 1 I e 1/2'. Iran Rod Set
Oo m Is 1 I F O 3/4• Iron PlPe Sof
Lot 20 l9 e I rc.1 Lot 7 Or 7" •s 0 1/2' Iron Rod Found
I I 103 As n 0W 5/8' Iron Rod Found
hP.D.E. U E - Minimum Habitable Finished Floor
"."• 99 Elevation (NAVD88 Datum)
5 84.26'02' W- 358.71' 1 1 I N 3538'01' W_ See Note 12.
34.70' gg 323.99' )^ /i '�
t I I g9Y ..-£t'•" .ENI NOTES:..
n the ETJ and is not Lot 19 ( ( I ^ _ 2, PropmW Number of LOW: 30 Lebzonad.
l.�b. 9 \ & P.D.E. - / I Lot B \Proposed Minimum Lot Size: 1.D1' M.
/ 1.11 Ac. m Proposed Average Lot SW: 1.58' Ac.
V g / ry �// Propoced Public Right-of-waY a anile: 13.29' M.
N 8554.50• ty - \ �ZA \\ 3 j141A10, a W4 3: ORItlNeOFCPmmon sme BFPRING IlnThe origin a flooding far this tree! la bm*d on the NSD 83 Grid North (Texas Slate
396,93, \ \ or YR E 3 ;F ?r Plane Coordinate System - Cenwl Zone) from GPS Observations.
ni• \ / 61.1 4.. Protect Benchmark W set ae a braes disk in concrete headwall. Horaantal sad Vedic
data will be provided
\ \ / .p / 4 b fa C f College Station and &wase County alter construction ie compleb.
5: Comers will be marked with 3• Iran red with a Plastic cap Stamped with OK. McCluro 5850', ursine noted othewiae�
Ll4 Au \\��--��� S. This development is mapped to Ne College 5b8on Independent School Dirtdct
/ Let 9 6) 1 7. Eleehbnl cervi« will be Provided by M.
\ Approximate Iccetian of a9' 1.57 Aa. 8. Water servke will be provided by Wellborn Special Utility District.
N 2 9. Unleae noted ethereite, a 10' P.ILE & Pr.O.E shall be Provided abnq each vele and rear sol line.
84'13'22 \ 55''ff,, protect benchmark % 213' r ra Wm around location. At time of
W - 310AB' Sm Su Note 4. 10. No parmeneM dross accev to Public ROW will be rmmed a! tempo ry
S roadway extension. temporary driveway shall be extended to ornament roadway location a/ developers expense.
11. According W the Flood Insurance Rale Maps for Brozce County, Texas and incorporated Amos. Map Numbers
/ S ,/Y _ raj. As041COOME. effective May 16. 2012. a Portion of this property is located partially In a Special Flood Hm ba Area.
Lot 17 / 1�• _ .15 Dw• 12. Minimum Habitable Finished Floor Elevaliana shall be the Base Rood Elevation (BFE) plus 2 feet. SFEs are bayed
/•40'b' 16' PAE. •^ %- -- Xj• vv f I i• an the'Peach Crook Request of MOP Revision (WMR)', by Jones &Carter ice. This apody was submitted W FELLA
$ P.D.E / as a Letter of MaF, Revision in January 2017. 'n nemmance
b' P.U.E. 'A+. ^ so 71 13. The lot owner shall be resporwible fm conwlling atormwater mnoH from their form. err Property
& P.D.E. p vv`v - 7'0, it • th all federal. Nate, and local r uimn a de. Property owners shall not fill, fenm, a obemisa black drNrwge.
Of•W. w:1 / T eq
•BS' / N / 7 .1a e$ ``1 14. NI development within the spec al flood hazard arm shall comPN wish all aPPYwble ordero and rano ob uname" iddfr mq
/ 3 1 but not limited W Bmzos County's Flood Prevention Order. A floodplain development permit shall be obtained from
w - O. / I Let 10 the county Engimeer's Office prior to the conalructbn of any swcWra(e) within line ibodplain.
/ 1 1 273 Aa r 15. Common Preae shall be ^lei Department by H.OA
1 18. Notes from Bmzos County mature pa
, Ja 1 213 a All lob served by an OSSF must comply with county and state regulations. Na OSSF may be installed em any
% c S 8103 I : 1 ) lo! without the Isauarlce of an outhorixa8on to canswcl' rowed by the Brazos County Health Oepar 21. der
v ✓i 22' E - 31 1 ? ` 4♦♦ the provisions of the commissioners court of Brazos County, pumuGM W she provisions of woman
21.084 of
I / 3.44' 1 m m i w.ti the Texas Water Code. No OSSF drain Field is to encroach on the 100 -foot sanitary zoned pdvole water wells
18 - 1 I ,d 1 m I . or 150 feet of public water walk.
Lot ,k I y I 1 1 9X1 a ; b) All loft will be gVirad to have a. site/soil evaluation on role with the Brexoe County Heahh Department before
r2 1 I - ♦ an -vie sewage facilRy may be ceneNucled.
218 I i2 I I I •"`/' -s) ♦ On-site owNesmaSfaiffity disposal areae shall net encroach the 100 foe! or the 150 foot sanitary zone of o
I 15 P.U.E. 02 11 9i u 1 1(p. 4 c) private or Public "Or MPOCU"ly.
$ P.D.E O • I g eo I ""v st m d) Portions of some lob are within W ifW-year fkadplain. Per Texas Administrative Code, Section 235.he OSSF
I E 1 "r„ obntial MSF site within a 100 -year flood Iain is subject to special ant, re requirements. The OSSF
'(. I I "4, r 1 Lot N+.r a ` < shall located on that a mood will net damage the 055E Curing a Rood event, reaukirp in contamination of
Ile.•_ N 8710'25' E -398.83""i e3
I 337 Ae. �:yu . 4r Lw ted Planning mood will
shall damage
how OSS floatation is eliminated.
LW TABLE
km or Fom,erw
INE
$Mw Demeaned
1 oYs• 214 .1 so
4"�
V"MM
1
L2 S 39'45'48• W
137.28'
0
CURVE
75 P.U.E & P.UE nn''
Y
P.U.E $ P.D.E
llll�
\ G c
\ 432 5
N 84'33'38' E - \ E --G' �84'28'02" W-14.02' C20Circle Leg MilMeadows Ct
421.04' a ___ (80' R.O.W. 24' Pvmt.)
8
Lot 4 P.D.E.
/ a
/
Lot 23 18' P.Ub �^ // 18' P.U.E. I « m 1.61 Ac. ^t __---Rossi m Tan 21 (tom DOWN) 1
/ / Yee w Fe�sw4y 1
1.12 Ac. $ P.D.E.I
a arm, L Jr. ma FAi Ydemme
rev. P.180
7879'29" m I 5 8531'01' W - 52.24' - 1--.4.•._�...K
Lot 22 �; I I 7v R of 5 e�' MAW Jews,
r• r� (•
saw
1.02 As. vw. 1xsea, PoPo. 5 (+ec.B)
I c 1
41.23' I 1 r133i
1 ST26'44' W_ I I g I 5 8708'12" W- 8.06' �l 41 •.
348.95' 3 r.
Lot 21 Ili §t 4•! I I m WCote
1.02 As. I I 0 y2 •' /.AT Aa
1 I I Common Arno 12 2 1
1 3: ls 1 (GYeWnspeae) I t $ I
584.26'02' W- 352,12' 1 I 6.55 Acres I or m 1 S 3708'12• W- 328.75 Legend
n I I 1 I e 1/2'. Iran Rod Set
Oo m Is 1 I F O 3/4• Iron PlPe Sof
Lot 20 l9 e I rc.1 Lot 7 Or 7" •s 0 1/2' Iron Rod Found
I I 103 As n 0W 5/8' Iron Rod Found
hP.D.E. U E - Minimum Habitable Finished Floor
"."• 99 Elevation (NAVD88 Datum)
5 84.26'02' W- 358.71' 1 1 I N 3538'01' W_ See Note 12.
34.70' gg 323.99' )^ /i '�
t I I g9Y ..-£t'•" .ENI NOTES:..
n the ETJ and is not Lot 19 ( ( I ^ _ 2, PropmW Number of LOW: 30 Lebzonad.
l.�b. 9 \ & P.D.E. - / I Lot B \Proposed Minimum Lot Size: 1.D1' M.
/ 1.11 Ac. m Proposed Average Lot SW: 1.58' Ac.
V g / ry �// Propoced Public Right-of-waY a anile: 13.29' M.
N 8554.50• ty - \ �ZA \\ 3 j141A10, a W4 3: ORItlNeOFCPmmon sme BFPRING IlnThe origin a flooding far this tree! la bm*d on the NSD 83 Grid North (Texas Slate
396,93, \ \ or YR E 3 ;F ?r Plane Coordinate System - Cenwl Zone) from GPS Observations.
ni• \ / 61.1 4.. Protect Benchmark W set ae a braes disk in concrete headwall. Horaantal sad Vedic
data will be provided
\ \ / .p / 4 b fa C f College Station and &wase County alter construction ie compleb.
5: Comers will be marked with 3• Iran red with a Plastic cap Stamped with OK. McCluro 5850', ursine noted othewiae�
Ll4 Au \\��--��� S. This development is mapped to Ne College 5b8on Independent School Dirtdct
/ Let 9 6) 1 7. Eleehbnl cervi« will be Provided by M.
\ Approximate Iccetian of a9' 1.57 Aa. 8. Water servke will be provided by Wellborn Special Utility District.
N 2 9. Unleae noted ethereite, a 10' P.ILE & Pr.O.E shall be Provided abnq each vele and rear sol line.
84'13'22 \ 55''ff,, protect benchmark % 213' r ra Wm around location. At time of
W - 310AB' Sm Su Note 4. 10. No parmeneM dross accev to Public ROW will be rmmed a! tempo ry
S roadway extension. temporary driveway shall be extended to ornament roadway location a/ developers expense.
11. According W the Flood Insurance Rale Maps for Brozce County, Texas and incorporated Amos. Map Numbers
/ S ,/Y _ raj. As041COOME. effective May 16. 2012. a Portion of this property is located partially In a Special Flood Hm ba Area.
Lot 17 / 1�• _ .15 Dw• 12. Minimum Habitable Finished Floor Elevaliana shall be the Base Rood Elevation (BFE) plus 2 feet. SFEs are bayed
/•40'b' 16' PAE. •^ %- -- Xj• vv f I i• an the'Peach Crook Request of MOP Revision (WMR)', by Jones &Carter ice. This apody was submitted W FELLA
$ P.D.E / as a Letter of MaF, Revision in January 2017. 'n nemmance
b' P.U.E. 'A+. ^ so 71 13. The lot owner shall be resporwible fm conwlling atormwater mnoH from their form. err Property
& P.D.E. p vv`v - 7'0, it • th all federal. Nate, and local r uimn a de. Property owners shall not fill, fenm, a obemisa black drNrwge.
Of•W. w:1 / T eq
•BS' / N / 7 .1a e$ ``1 14. NI development within the spec al flood hazard arm shall comPN wish all aPPYwble ordero and rano ob uname" iddfr mq
/ 3 1 but not limited W Bmzos County's Flood Prevention Order. A floodplain development permit shall be obtained from
w - O. / I Let 10 the county Engimeer's Office prior to the conalructbn of any swcWra(e) within line ibodplain.
/ 1 1 273 Aa r 15. Common Preae shall be ^lei Department by H.OA
1 18. Notes from Bmzos County mature pa
, Ja 1 213 a All lob served by an OSSF must comply with county and state regulations. Na OSSF may be installed em any
% c S 8103 I : 1 ) lo! without the Isauarlce of an outhorixa8on to canswcl' rowed by the Brazos County Health Oepar 21. der
v ✓i 22' E - 31 1 ? ` 4♦♦ the provisions of the commissioners court of Brazos County, pumuGM W she provisions of woman
21.084 of
I / 3.44' 1 m m i w.ti the Texas Water Code. No OSSF drain Field is to encroach on the 100 -foot sanitary zoned pdvole water wells
18 - 1 I ,d 1 m I . or 150 feet of public water walk.
Lot ,k I y I 1 1 9X1 a ; b) All loft will be gVirad to have a. site/soil evaluation on role with the Brexoe County Heahh Department before
r2 1 I - ♦ an -vie sewage facilRy may be ceneNucled.
218 I i2 I I I •"`/' -s) ♦ On-site owNesmaSfaiffity disposal areae shall net encroach the 100 foe! or the 150 foot sanitary zone of o
I 15 P.U.E. 02 11 9i u 1 1(p. 4 c) private or Public "Or MPOCU"ly.
$ P.D.E O • I g eo I ""v st m d) Portions of some lob are within W ifW-year fkadplain. Per Texas Administrative Code, Section 235.he OSSF
I E 1 "r„ obntial MSF site within a 100 -year flood Iain is subject to special ant, re requirements. The OSSF
'(. I I "4, r 1 Lot N+.r a ` < shall located on that a mood will net damage the 055E Curing a Rood event, reaukirp in contamination of
Ile.•_ N 8710'25' E -398.83""i e3
I 337 Ae. �:yu . 4r Lw ted Planning mood will
shall damage
how OSS floatation is eliminated.
Ne on tions: m 9 /
• 17. Abbreviations:
H.OA - Homeowners Easeahmon
ment P.U.E. - Public Drain Easement
r boundary es P.D.E. - Mon Drains EaeameM Ja`
ori arow. Arno ♦ Pr.O.E. - Wellborn Drainage Eaeemeni
12.E Inc. ♦r kA7. D. - Wsetbac Sines aslity OkfriQ
♦ 18. Minimum huil8lnq setback lines are as follows: \
7 Froth - \ 0'
A, Rear W
♦ - 20 )!Ps Rear - '
a
How or Forms ry
RB Wnbw 4 I7'
Val. ,2M] P9. 5 (0.RC.B)
No bourAey N.
rook F1mdoxilf Por
Do. Bk Val
fJ130Cib0 OR 14475
Project Site
4
LW TABLE
L37
INE
vicinit
1 oYs• 214 .1 so
4"�
S 4710'00" E
CURVE TABLE
L2 S 39'45'48• W
137.28'
0
CURVE
DELTA RANDS LENGTH TANGENT
CHORD BRC. CHORD DIST.
C1
10'44'39" 435.00' 81.81' 40.93'
S 45'11'17" W
81.49'
CZ
I m
w
Lot 14
r3
10'25'45•
Tum Around.
5 8519'41• W
75.44'
C0.
r`e\I
1 50' Pr.O.E
Temporary
See NOW 10.
I
�, _,u
,•
214
e'er
;
225.48'
CB
1
335.00• 317.5/' 1]1.73'
S 71'4452" W
305.5'
C7
G
415.00• 400.41' 217.33•
N 8710'25'
E -357.10'
1
54'17'24•
415.00' 393.23' 212.78'
N 71'4435 E
378.88'
C9
31'31'35"
335.00' 784.33' 94.88'
N 850735 E
182.01'
L� 13
��
r �r
N 7622'02" E
N
I
J11 k.
r�
21.68'
N 37,28'45"
`
I
y
214
��
r 3 1
N 5'21'24' W
31.08'
1113
51{'64"
215.00' 23.45
11.73'
S 8'21'2$ E
0.43'
474
Room I8'
25.00' 35.99'
21.91'
S 09'42'58" E
32.96'
415
729'42"
415.00' 10.83'
it 1
N 0.4743" E
10.01
418
70'2548"
335.00' 80.98•
30.57
N 85'19'41" E
60.89'
I
2533'02'
1
i i i
N 85'2018 E
70.00'
418
M702'
'
W 3
N IS'11'tY $
59.01'
419
551651
S'a7Y19Y2eW - 6'fB.t117'
175.N'
N Mi4'62' E
310.83'
Bora
952718'
FINAL PLAT
13.48'
N 8700.20" W
90.09'
eve rush
rewwm OMI
9600'00'
28.00' 3927'
25.08'
S 3528'03" W
Vel.
A
,2]00. Ps. m (o.9atn
10778'84'
Har: I. = loi•
SGLEOr
353.72'
S 453429 W
443.85'
1123
7550'24'
2'..00' 34.40'
9&eWW
S 571743 W
31.75'
424
2641'52'
WXY
Ne on tions: m 9 /
• 17. Abbreviations:
H.OA - Homeowners Easeahmon
ment P.U.E. - Public Drain Easement
r boundary es P.D.E. - Mon Drains EaeameM Ja`
ori arow. Arno ♦ Pr.O.E. - Wellborn Drainage Eaeemeni
12.E Inc. ♦r kA7. D. - Wsetbac Sines aslity OkfriQ
♦ 18. Minimum huil8lnq setback lines are as follows: \
7 Froth - \ 0'
A, Rear W
♦ - 20 )!Ps Rear - '
a
How or Forms ry
RB Wnbw 4 I7'
Val. ,2M] P9. 5 (0.RC.B)
No bourAey N.
rook F1mdoxilf Por
Do. Bk Val
fJ130Cib0 OR 14475
Project Site
4
0.
Varies i
\ n9.w./eaDxnm 191E
Culvet Inlet or
Outlet Structure
Page
TEV 1 ORA/NAGE EASEMENT FOR
CULVERT /NLET/OUTLET STRUCTURES
srxE: r . qv
of 2
V Map
LW TABLE
L37
INE
vicinit
L1
S 4710'00" E
CURVE TABLE
L2 S 39'45'48• W
137.28'
0
CURVE
DELTA RANDS LENGTH TANGENT
CHORD BRC. CHORD DIST.
C1
10'44'39" 435.00' 81.81' 40.93'
S 45'11'17" W
81.49'
CZ
2533'02' 76DA0' 391.97' 200.45'
S 551 W
387.64'
r3
10'25'45•
415.00' 75.54' 37.87
5 8519'41• W
75.44'
C0.
2510'82"
335.00' 135.54' 88.71'
S 78'6708• W
134.61'
CS
31'31135"
415.00' 228.35 117.15'
S 850730• W
225.48'
CB
84'18'51"
335.00• 317.5/' 1]1.73'
S 71'4452" W
305.5'
C7
851851"
415.00• 400.41' 217.33•
5 771452" W
385.06'
CS
54'17'24•
415.00' 393.23' 212.78'
N 71'4435 E
378.88'
C9
31'31'35"
335.00' 784.33' 94.88'
N 850735 E
182.01'
CIO
800'39•
415.00' 43.54' 21.79'
N 7622'02" E
4332'
411
81'51'11"
25.00' 35.72
21.68'
N 37,28'45"
L29
C12
514.54"
285.00' 31.08'
15:58•
N 5'21'24' W
31.08'
1113
51{'64"
215.00' 23.45
11.73'
S 8'21'2$ E
0.43'
474
Room I8'
25.00' 35.99'
21.91'
S 09'42'58" E
32.96'
415
729'42"
415.00' 10.83'
5.41'
N 0.4743" E
10.01
418
70'2548"
335.00' 80.98•
30.57
N 85'19'41" E
60.89'
017
2533'02'
646.00• 330.08'
1090'
N 85'2018 E
328.44'
418
1644'59'
315.90' 59.10'
29.84'
N IS'11'tY $
59.01'
419
551651
335.00' 32322'
175.N'
N Mi4'62' E
310.83'
420
952718'
335.00' 90.38'
13.48'
N 8700.20" W
90.09'
"1
9600'00'
28.00' 3927'
25.08'
S 3528'03" W
35.36'
422
10778'84'
285.00' 508.77'
353.72'
S 453429 W
443.85'
1123
7550'24'
2'..00' 34.40'
9&eWW
S 571743 W
31.75'
424
2641'52'
485.00' 167.88•
84.91'
S T3138 W
167.07'
425
2641'52"
53590' 19328'
97.76
N 731'38' E
192.22'
428
7590'24'
25.00' 34.40'
2095'
N 21.32.40'
427
55'23'5"
285.00' 275.56
14892•
N 357556 W
284.95'
C2B
445754'
285.00' 223.0'
117.95'
N 15559 E
21797'
429
78.50'24•
23.00' 34.40•
20.55'
N 601.16" W
31.75'
430
5544'01'
235.00• 245.00'
134.95•
N 7725'07' W
234.05'
431
855718'
285.00' 32897
181921
S 7725'07 E
31028'
432
7550'24'
25.00' 34.40'
2055'
S 7551'41" E
31.75'
433
2742'54'
285.00' 112.99'
57.25
N 7504'34" E
11223'
434
960600'
23.00' 39.27*
25.00'
N 3528'08" E
35.36'
435
450597
26.00' 19.38•
10.38'
N 250857" W
19.17'
438
27611'56'
80:00• 28295•
-0.79• N 84'26'07 E
5.71'
437
45'05'5]'
25.00'
19.68'
10.38'
5 15005 W
79.17'
438
90'n600'
25.00"
39.27
25.00'
S 563558". E
35.38'
439
152718"
415.00'
111.94'
56.31'
S 875620' E
111.56
440
18600'05
215.00'
575.N'
INFl cello
5 8428'01" W
43O.OW
441
9600'00'
215.00'
337.72'
215.00'
N 3526'02" E
304.08'
C429600'00"
25.00'
N.
28.00'
S 5633'56" E
35.38'
0.
Varies i
\ n9.w./eaDxnm 191E
Culvet Inlet or
Outlet Structure
Page
TEV 1 ORA/NAGE EASEMENT FOR
CULVERT /NLET/OUTLET STRUCTURES
srxE: r . qv
of 2
V Map
L35 S 8606'42 E 53.38'
LW TABLE
L37
INE
BEARING DISTANCE
L1
S 4710'00" E
121.19'
L2 S 39'45'48• W
137.28'
0
S 563547' W
199.81'
L4
LS
LS
L7
LS
N 9'53'11' W
S 86085 W
N 59'2728"
5 672742' W-
N 8788'43• W
20.00'
177.97'
17693•
175.00'
1.9
5 443828" W
17500'
LID
N B6US'42' W
104.38'
L11
1.12
L13
L14
N 450545 W
N 6'44'21" W
N 6730'14" E
N ST3725 E
18.39'
10271'
5281'
80.85'
L15
5 81'0543" E
175.05
LIS
11 8721'42' E
175.03'
L17
N 528"u)' W
64.17'
L18
N 2'13'57 IN
6851'
L19
N BTW29w E
70.00'
L20
5 71357' E
0.11'
L21
S 5211 E
63.53'
L22
S Y•2T26" E
1711
L2a
N 860549" E
177.97'
L24
N 553'11' W
20.06
L25
N 573347' E
19091'
L26
N 3548'48" E
154.18'
L27
N 4736'26" E
174.93'
L28
5 8608'42' E
1".48'
L29
N 8608'42' W
71.48'
L30
5 1752'32' W
15438'
Lit
N 1T523Y E
13458'
L32
S 74'36'31' W
3.42'
L33
I N 533'58' W
13857'
C S15'N' E
13malro
L35 S 8606'42 E 53.38'
LTB N 365232' W 90.53'
L37
N 1726'50' W
66.18•
L38
N 44'03.14' W
109.66'
139
N 253546• W
106.71'
L40
N 1500'37 W
13794'
FINAL PLAT I
THE MEAD WS
PHASE 1
BLOCK 1. LOTS 1-30
67.387 ACRES
R.0 hW5nN St#6EY, A-140, A. AI/ UR SLRVEY, A-165, C. RNAEY
SURVEY, A-201, J.M. 84WB9AWSURW 2015 8, BRAZ05 Ca N1Y, TDY45
NOAASERSCAM 1" = 100
FnameeD Tum nm exquar ten W. IOUK000
yw /p - III & Browne En9inmNng/S^'°Yi^9• I«.
lock SamConservation Partners, LP JOGS Woodcreek Dr., Suite 103
w
__ c,.nxne stollen. Texas "845 .,eeeeMee.
Tram n (wa4 Acne)
m w m as so Am:laa"an al. hen
V.41001 P.184
CERTIFICATE OF OWNERSHIP AND DEDICATION
STATE OF TEXAS
COUNTY OF BRAZOS
I (we), IRE M:nkDaATS L.L.L. owner(s) and
doweloper(s) of Me land shown on this plat and designated herein as the
THE MEADOW SUBDOWSION. PHASE 1. BLOCK 1UOTS 1-30 of Bnzas County
Texas. and whom name Is subscribed hereto, hereby dedicate to the use of
the public forever, all streets, alleys; Forks. gremways, infrastructure,
comments, and public places thereon shown for the purpose and
consideration Mersin expressed. Al such dedications Mail be in fee simple
mie expressly provided otherwise.
Ig•6eUlfeA9`
W; s) Rohl'. 9Al2.t3Lo1a�4�SlT8N PTS LLL
WM1Atx11TA
ATE OF TEXAS
MUM OF BRUCIS
Befo the ndenlgnod authority, on Ms day personally appeared
Sj)u3 E:7'it KtiiluT(n Sr. .known to me to be Me pemmn(s) whoa
names) e/ wbmrihm to the foregoing Instrument. and acknowledged to
me that he/they executed the came for the purpose and consideration
Mersin stated. 1�1� T��
Given under my hand and awl on this 1,- day of XUAej
20-Lj�
Notary Public, aracto aunty, Texas
TAItt91TLE MMY
IS N Goodman Eopidwas
DddwmW4.t01T
A CERTIFICATE OF COUNT' JUDGE
This subdivision plot was duly approved by the Commimenen CILIA& of
Brozay.Couna County, Texas, as the Fina Ptd of won subdivision on Me J$'llay
Signed
Mia Me day Of xU - 20-a
%1 --
County Judge
Brezm County, Texas
CERTIFICATE OF THE COUNTY CLERK
STATE OF TEXAS
COUNTY OF BRAZOS
1, Karen McQueen_ County Clerk, in and for said County, do hereby cartBy
that Mla plat together w'yy33 its certificates of authentication was film for.
record in my oft'we the IS any of 5"I� 20 11 in Me
Official Records of Brows County, Texas in Volume lqcni page11 l
Witness my hand and off cal Sml, at my office in Bryan. Texas.
KaIL&A I 1143 Yl
County Clerk
Brazos County, Taxan
b'. BRbtar woad.
beydij cte K
Apprizedrivide boundary
SIWW Flood k= R
*
per Jome & C � Y
j
I
1
/
I
-goo
i
00
h
Z
ri e d
L
o •''
CEFOURCATE OF CITY ENGINEER
1. City Engineer of the
City of College auction, Texas, hereby certify that this Subdivision Plat
conforms to the requirements of the Subdivision Regulations; of the City a
College station.
WCI E ginner d*
C' of Cole Stalien
CFRTIFlCA OF PIpNNINp
µD ZONING COMMISSION
94.05 acre tracts for a distance a 1413.27 fed
1. "XT4
IQ Chairman
of the Planning and
Zero Cggnrildown d
Me City of Calege Station,
hereby ce ly that the
adec wos duly
appro by the Commeeian
on the , day a
rod
set for comer,
Choi'
V
2N 48' 27' 42' W for a tletannd of 580.49 fed to a 1/2 -inch Iron
Dor
Filed For Recood in: 0130C160
UP. Val Ps
9 1407? 115
_ - SIMMS S'JNTY ----
mid iron red also being In Me wed line of Me said 94.05 ace
SO
Om Jun 13YM17 at 03:76P
f
As c
Smiling Mallard Development, Lta. 1037.24 acre Thing Two recorded
Plots
(O.R.B.C.);
Oa_Uma_nt Number: OiMAI)
AwunE a.X
N
Rewind NwSer - a04?i2
Bar
m
Sethe Baker
g�
STATE OF TEXAS COUNTY OF BRAZOS
al
1 h rebs sme
rtlfv that Ehis instruoi vas
the
fled an
a, de
date aria tiw stzaed heretico
and suis as recordsd in the velure and ve
p Z.
V the Official .ubi is records 0b
BWS0'. MONTY _ --
-- -"as Stan=
.d hrseon hs me.
,x1s
Jun 13, 4.?
wren ..1 ueem Orcns CoenEv cisrl:
BPAZDE COUNTY
cmicCATE OF SURVEYOR AND/OR ENGINEER
STATE OF TEXAS
COUNTY OF BRAZOS
_
No. 5850, in
mad and we
Party rtewlun
d.
FINAL PLAT
SCALE: Her. 1' = 100'
wWw 4 59. iqw fly�
a
R
Inset "A"
SCa1F: Har. 1' v, 40'
o .. Pte.
and
94.05 acre tracts for a distance a 1413.27 fed
to a 1/2 -inch Iran rod cat for comer,
Stormer tract recorded In
Volume 1130.
Page 154 (O.R.B.C.) for
THETICS through the interior of Me mid 94.05 acre Most for the following
two (2) calla:
rod marking the southeast
1)S 87 OF 12' W for a distance of 839.00 fed b a 1/2-wch Inn
rod
set for comer,
III
II
2N 48' 27' 42' W for a tletannd of 580.49 fed to a 1/2 -inch Iron
Q�II
not for Me dwthwed
comer of this tact
mid iron red also being In Me wed line of Me said 94.05 ace
RS
f
and the wst line of the
Smiling Mallard Development, Lta. 1037.24 acre Thing Two recorded
` '
(O.R.B.C.);
Now
an we
WI. 12ID],
N
I
an
Z
m
Approximate locaim
g�
QI� project b cIab
al
f(
FINAL PLAT
SCALE: Her. 1' = 100'
wWw 4 59. iqw fly�
a
R
Inset "A"
SCa1F: Har. 1' v, 40'
o .. Pte.
Being all that certain tract or peel of land lying and being slouched in the H.C. HUDSON SURVEY, AMlmmt No. M. Me A
MILLER SURVEY, Abstract No. 165 and Me C. RAINEY SURVEY, Advanced No. 201 in Brazos County, Texas and being part of
Me 62.453 acre treat described in Me dead from Peach Creek Partnere. Ltd. ta RB Ventures I, LLC recorded in Volume
12300, Page 5 a Me Official Records of Brazes County, Texas (O.R.B.CJ, part of the 10.001 acre trod deec/bed in Me
dead from Peach Creek Partners. Ltd. to John E McFarlane. Jr. and Erin M. McFarlane recorded In Volume 9422, Page 180
(O.R.B.C.) and being apart of the 94.05 acre tract decamped in the deed from Edward W. Valenta and Sue Ann Valenta to
AB Ventures I, <JL recorded ;n Volume 12300, Page 20 (O.R.B.C.) and being more particularly described by metes and
COMMENCING: at a found TxDOT concrete monument with a 4" brow disk marking Me meet northerly comer of the
mW 82.453 aero tract. Me southwest comer of a 2.46 acre State of Texas right -a -way Mont for State Highway No. 6
recorded in Volume 5533, Page 197 (O.R.B.C.) and being in the ease line of a called 16.88 acre Scott hman trod recanced
in Volume 3836, Page 54 (O.R.B.C.);
THENCE: S 4T 10' 00' E eking the souMwed right-of-way line of mid State Highway No. 6 for a distance of 71125 feet
to a 1/2 -inch iron rod ed for Me POINT OF BEGINNING;
THENCE S 42' 10' 00' E continuing Wong said Stale Highway No. 6 right-of-way line fa a distance of 121.19 het ta a
1/2 -inch Gan rod set for corner,
THENCE into and through the said 82.453 acre and 10.001 am Mads for the following datsen (16) calla:
1)SMB7 48' 48' W for a distance d 137.28 fed to a 3/4 -inch Iran th
n pipe ed for e Point of Currencies of of a cuto
2)81.61 fed Wong the arc of eek curve having a control angle of 010' 44' 59' , a mdus of 435.00 feet, a tangent of
40.93 fed and a long chord bearing S 45' 11' 17' W at a dator¢e of 81.49 fast ta a 3/4 -Inch iron pipe cat for Me
Point of Tangency,
3)5 50 33' 47' W for a distance of 190.81 fent to a 3/4 -inch iron pipe set for the Point of Curvature of a curve W
Me IghL
4}391.97 feel along the am of mid cum having a central angle d 029' 33' 02' a rediae of 760.00 feet a tangent
a 200.45 feet and a long chard moving S 65' 20' ie' W at a distance of 367.64 had to a 3/4 inch iron pipe set
for Me Punt of Tangency:
5N 09' 53' 11' W far a distance of 20.00 feet to a 1/2 -inch iron rod sat for comer,
6)S 80 06' 49' W for a distance of 177.97 fed e a 3/4 -inch inn pipe set for the Point of Curvature a a curve to
the right.
7)/8.54 fact along Me an of said mm having a central angle of 010 25' 45' , a radius of 415.00 feet a tangent of
37.87 fast ant a long chord burring S 85' 19' 41' W at a distance d 75.44 fad M a 3/4 -Inch iron pipe set for Me
Point of Tangency,
8)N 69' 27' 26' W for a detance of 179.06 fed to a 3/4 -Inch Imn pipe ed for Me Point of Curvature of a cum e
Me left,
9)435.54 fed along Me am of eek cum having a control angle of 023- 10' 52' , a radius of 335.00 feet, a tangent
f 68.71 feet and a long chard bearing S 78' 57' 08' W at a distance of 134.61 And to a 3/4 -inch inn pipe Art for
Me Point of Tangency,
10)S 67 21' 42' W for a distance a 175.03 feet to a 3/pinch iron pipe set for Me Point of Curvature of a curve
to Me right,
11)228.35 feet along Me am of said cum having a pentnl angle of 031' 31' 35' a radius of 415.00 fed, a
tangent of 117.15 fast and a long chard baring S BY 07' 30' W at a Widened of 225.45 fact to a 3/4 -Inch Iron
pipe cat for the Point of Tangency,
12)N 81' 06' 43' W for a distance of 17340 fast to a 3/4 -inch iron pipe And for the Point a Curvature of a
cum to the eft,
13)317.37 fast along Me am of mid cum having a penfrol angle of 054' 16' 51' , a radius of 335.00 fed, a
tangent of 17133 fad and a long Mord baring S 71' 44' 52' W at a dMtance a 305.64 feet e a 3/4 -inch iron
pipe sat for Me Point of Tangency,
14)S M 36' 26' W for a distance of 175.00 feet to a 3/4 -inch iron pipe net for the Point of Curvature of a cum
to Me right
15)400.41 fast along the are of mid cum having a cental angle of 055' 16' 51' a league of 415.00 feet a
tangent of 217.33 feet and a king chord bearing S 7T 14' 52' W at a distance of 385.06 feel to a 3/4 -inch Iron
pipe set for Me Point a Tangency,
16)N 80 08' 42' W for a distance of 104.38 feet to a 1/2 -inch iron rotl set in Me want line , of the
sold 10.001 acre Meet and Me east line of Me cold 94.05 acre tract;
THENCE: S 02- 51' 4B' E Wong Me common fine d the mid 10.001
and
94.05 acre tracts for a distance a 1413.27 fed
to a 1/2 -inch Iran rod cat for comer,
Stormer tract recorded In
Volume 1130.
Page 154 (O.R.B.C.) for
THETICS through the interior of Me mid 94.05 acre Most for the following
two (2) calla:
rod marking the southeast
1)S 87 OF 12' W for a distance of 839.00 fed b a 1/2-wch Inn
rod
set for comer,
G.I., Inc. treat
2N 48' 27' 42' W for a tletannd of 580.49 fed to a 1/2 -inch Iron
red
not for Me dwthwed
comer of this tact
mid iron red also being In Me wed line of Me said 94.05 ace
RS
Ventures I, LLC tract
and the wst line of the
Smiling Mallard Development, Lta. 1037.24 acre Thing Two recorded
in Volume 4247, Page 51
(O.R.B.C.);
m
p Z.
xne
,x1s
0,4�1£
t of Beginning
,�`,
Cie
to
i
Being all that certain tract or peel of land lying and being slouched in the H.C. HUDSON SURVEY, AMlmmt No. M. Me A
MILLER SURVEY, Abstract No. 165 and Me C. RAINEY SURVEY, Advanced No. 201 in Brazos County, Texas and being part of
Me 62.453 acre treat described in Me dead from Peach Creek Partnere. Ltd. ta RB Ventures I, LLC recorded in Volume
12300, Page 5 a Me Official Records of Brazes County, Texas (O.R.B.CJ, part of the 10.001 acre trod deec/bed in Me
dead from Peach Creek Partners. Ltd. to John E McFarlane. Jr. and Erin M. McFarlane recorded In Volume 9422, Page 180
(O.R.B.C.) and being apart of the 94.05 acre tract decamped in the deed from Edward W. Valenta and Sue Ann Valenta to
AB Ventures I, <JL recorded ;n Volume 12300, Page 20 (O.R.B.C.) and being more particularly described by metes and
COMMENCING: at a found TxDOT concrete monument with a 4" brow disk marking Me meet northerly comer of the
mW 82.453 aero tract. Me southwest comer of a 2.46 acre State of Texas right -a -way Mont for State Highway No. 6
recorded in Volume 5533, Page 197 (O.R.B.C.) and being in the ease line of a called 16.88 acre Scott hman trod recanced
in Volume 3836, Page 54 (O.R.B.C.);
THENCE: S 4T 10' 00' E eking the souMwed right-of-way line of mid State Highway No. 6 for a distance of 71125 feet
to a 1/2 -inch iron rod ed for Me POINT OF BEGINNING;
THENCE S 42' 10' 00' E continuing Wong said Stale Highway No. 6 right-of-way line fa a distance of 121.19 het ta a
1/2 -inch Gan rod set for corner,
THENCE into and through the said 82.453 acre and 10.001 am Mads for the following datsen (16) calla:
1)SMB7 48' 48' W for a distance d 137.28 fed to a 3/4 -inch Iran th
n pipe ed for e Point of Currencies of of a cuto
2)81.61 fed Wong the arc of eek curve having a control angle of 010' 44' 59' , a mdus of 435.00 feet, a tangent of
40.93 fed and a long chord bearing S 45' 11' 17' W at a dator¢e of 81.49 fast ta a 3/4 -Inch iron pipe cat for Me
Point of Tangency,
3)5 50 33' 47' W for a distance of 190.81 fent to a 3/4 -inch iron pipe set for the Point of Curvature of a curve W
Me IghL
4}391.97 feel along the am of mid cum having a central angle d 029' 33' 02' a rediae of 760.00 feet a tangent
a 200.45 feet and a long chard moving S 65' 20' ie' W at a distance of 367.64 had to a 3/4 inch iron pipe set
for Me Punt of Tangency:
5N 09' 53' 11' W far a distance of 20.00 feet to a 1/2 -inch iron rod sat for comer,
6)S 80 06' 49' W for a distance of 177.97 fed e a 3/4 -inch inn pipe set for the Point of Curvature a a curve to
the right.
7)/8.54 fact along Me an of said mm having a central angle of 010 25' 45' , a radius of 415.00 feet a tangent of
37.87 fast ant a long chord burring S 85' 19' 41' W at a distance d 75.44 fad M a 3/4 -Inch iron pipe set for Me
Point of Tangency,
8)N 69' 27' 26' W for a detance of 179.06 fed to a 3/4 -Inch Imn pipe ed for Me Point of Curvature of a cum e
Me left,
9)435.54 fed along Me am of eek cum having a control angle of 023- 10' 52' , a radius of 335.00 feet, a tangent
f 68.71 feet and a long chard bearing S 78' 57' 08' W at a distance of 134.61 And to a 3/4 -inch inn pipe Art for
Me Point of Tangency,
10)S 67 21' 42' W for a distance a 175.03 feet to a 3/pinch iron pipe set for Me Point of Curvature of a curve
to Me right,
11)228.35 feet along Me am of said cum having a pentnl angle of 031' 31' 35' a radius of 415.00 fed, a
tangent of 117.15 fast and a long chard baring S BY 07' 30' W at a Widened of 225.45 fact to a 3/4 -Inch Iron
pipe cat for the Point of Tangency,
12)N 81' 06' 43' W for a distance of 17340 fast to a 3/4 -inch iron pipe And for the Point a Curvature of a
cum to the eft,
13)317.37 fast along Me am of mid cum having a penfrol angle of 054' 16' 51' , a radius of 335.00 fed, a
tangent of 17133 fad and a long Mord baring S 71' 44' 52' W at a dMtance a 305.64 feet e a 3/4 -inch iron
pipe sat for Me Point of Tangency,
14)S M 36' 26' W for a distance of 175.00 feet to a 3/4 -inch iron pipe net for the Point of Curvature of a cum
to Me right
15)400.41 fast along the are of mid cum having a cental angle of 055' 16' 51' a league of 415.00 feet a
tangent of 217.33 feet and a king chord bearing S 7T 14' 52' W at a distance of 385.06 feel to a 3/4 -inch Iron
pipe set for Me Point a Tangency,
16)N 80 08' 42' W for a distance of 104.38 feet to a 1/2 -inch iron rotl set in Me want line , of the
sold 10.001 acre Meet and Me east line of Me cold 94.05 acre tract;
THENCE: S 02- 51' 4B' E Wong Me common fine d the mid 10.001
and
94.05 acre tracts for a distance a 1413.27 fed
to a 1/2 -inch Iran rod cat for comer,
Stormer tract recorded In
Volume 1130.
Page 154 (O.R.B.C.) for
THETICS through the interior of Me mid 94.05 acre Most for the following
two (2) calla:
rod marking the southeast
1)S 87 OF 12' W for a distance of 839.00 fed b a 1/2-wch Inn
rod
set for comer,
G.I., Inc. treat
2N 48' 27' 42' W for a tletannd of 580.49 fed to a 1/2 -inch Iron
red
not for Me dwthwed
comer of this tact
mid iron red also being In Me wed line of Me said 94.05 ace
RS
Ventures I, LLC tract
and the wst line of the
Smiling Mallard Development, Lta. 1037.24 acre Thing Two recorded
in Volume 4247, Page 51
(O.R.B.C.);
THENCE: N OT 49' 20' W clang the common line a Me said 94.05 acre RB Ventures 1, LLC bred and Me said 1037.24
acre Smiling Mollord Most for a distance of 1424.52 feet to a 1/2 -inch iron rod set for corner;
THENCE: N 43' OF 40' W continuing along sold common One for a distance of 18.39 feet to a found 1/2 -Inch iron rod
marking for Me northaad comer of Me said 1037.24 acre Smiling Mallard Davdopment. W. tract and Me lower eouMmst
comer a Lot 16, Black 1, INDMN OP1(S SUBDIVISION 08 recorded in Volume 361, Page 593 of the Bmzm County Dem
Records (S.C.D.R.);
THENCE along Me common line a Me add 94.05 am RB Ventures I, U4 tract and said Lot 16, Block 1, INDIAN! OAKS
SUBDIVISION for Me following three (3) cage:
1)N By 44' 21' W for a diatoms of 102.71 feet to a found 1/2 -inch iron rod for comer,
2N 67- 30' le E for a distance of 92.81 fast to a found 1/2 -inch iron rod for coma,
3 Int 163and Me southwestdco comer aance of 3cfound
the aled 20.787caae NBGrop Ventura, LLC marking -Inch iron red Me lMae recordedin st comer Volume 8594, mid
Page
51 (O.R.B.C.);
THENCE: N 95 24' 53' E along Use comman One of Me mid 94.05 aero RB Ventures 1, LLC treat and the mid 20.767
acre M -Group. Venom, LLC trend for a distance of 297.93 feel ta a found 5/8 -inch Iron red madding Me southeast
comer of Me made MINE? acre trod and Me muMwed comer a the called 42.482 aero Jon h Down Aaldam Revocable
Ueng Treat tract recorded in Volume 6727, Page 158 (O.R.B.C.);
THENCE: N 87 22' S0' E along Me common line of Me mid 94.05 acre RB Ventures I. LLC bract and Me wiled 42.482
caro Acklam tract far a dtaMnce of 538.46 feet to a found 1/2 -inch iron rod morning Me northeast comer of Be mid
10.001 aero McFarlane tract (9422/180) and Me northeast comer of the said 94.05 care tract;
THENCE: N 87 49' 38' E along Me north Ilee of the said 10.001 care tract mid line being common with the. south Fine
Project Site
Vicinity Map
of the Slim
42.482 acre Acklam tract
and Me south
Fine of the called 25.510 acre Debbie
Stormer tract recorded In
Volume 1130.
Page 154 (O.R.B.C.) for
a distance
of 491.75 feet In a tam 1/2 -Inch iron
rod marking the southeast
comer of the
called 25.510 acre Stormer tract and
the southwest comer of a called 40.34 acre Maceum of the American
G.I., Inc. treat
recorded in Volume 4887.
Page 184 (O.R.B.C);
THENCE: N 87 32' 28' E along the common Une of Me called 10.001 care NeForlare tract ant the miss 80.00 acre
Mumu; of the American G.I., Ica. trod for a Watance of 60.85 feet M a 1/2 -Inch Iron rod set for comer,
THENCE: S 02' 27' 32' E Into Me interior of Me said 10.001 acre brad for a distance of 346.12 feet to a 3/4 -Inch iron
pipe ad for Me Point of Cumtan;
THENCE: continuing through Me said 10.001 acre tract and into Me add 82.453 acre had for the following twenty-Mrw
(23) dela•.
1)393.23 feet in a fight din n along the are of mid dem having a central angle of 054' 17' 24 a real of
41540 feet, o tangent of 212.78 fad and a long Mord bearing N 71' 44' 35` E at a detance of 378.88 fed to a
3/4 ueh iron pipe cat for Me Point of Ton9ancy.
2N 81' O6' 43' E for a distance of 17540 fed to a 3/4 -inch iron pips ad for the Point of Curvatura of a curve be
Me left,
3)384.33 feet along Me arc of said curve having a central angle of 031' 31' 35' , a radius of 335.00 fact a larged
a 94.56 feet and a long chord baring N 83- 07' 30' E at a distance a 182.01 feel to a 3/pinch iron pipe cat for
the Point of Tangascy,
4)N ST 21' 42' E for a a tanee d 175.03 feet to 0 3/4 -inch iron pipe M for the Point a curvature of a cum ta
UW right.
5)43.54 fad along the are of mid curve having a ndnfnl angle of 008 00' No , a radius d 415.00 feet a tangent a
21.79 fed and along chord bmdng N 70' 22' 02' E at a dleucnce a 43.52 fast to a 3/4 -Inch Iran pipe cat for the
Point of Reverse Curvatura,
6)35.72 fast along Me am of mid revam curve having a central angle d 081' 51' 11' a ranges d 2540 feet a
tangent of 21.68 fed ant a long chord bearing N 3T 26' 45' E at a distance of 32.75 fed to a 3/4 -Inch Iran rad
act for the Punt of Tangency,
NaRrfg 2B' 50' W for a distance d 64.17 fad M a 3/4-inah iron ren set for Me Point of Cumture a a curve e
8)31.08 fed along Me arc of mid curve having a central angle of 006' 14' S4' , a ndua a 285.00 fed, a tangent of
15.56 fest and a long chord burring N 05 21' 2e W at a 6dltance d 31.06 fast to a 3/4 -inch iron pipe bat for the
Point of Tangency,
9)N OT 13' 57' W for a dowrics of 68.51 het to a 1/2-IrWh Tran red ed for comer,
10)N 87 18' 29' E for a disease of 70.00 feet to a 1/2 -Inch Man red ad for comer,
Ile OT 13' 5T' E far a distance d 69.11 fad to a 3/4 -Inch iron pipe ed for Me Point d Curvatura d a curve
Ile
the left
12)23.45 feet along Me arc of mid cum having a central angle of 006' 14' B4' a radical of 215.00 fent a
tangent a 11.73 had and a Img chord bearing S 05' 21' 24' E at a didonce of 23.43 fed to a 3/4 Irah Inn Pipe
set for the Paid of Tangency.
13)S OB 28' S0' E for a distance of 83.53 feet to a 3/4-3nch iron pipe set for Me Point of Coram e of a cum
to the left,
14)35.99 feet along the arc of mid cum having a central angle of 082' 28' 18' , a radius of 25.00 fed, a
tangent of 21.91 fed and a long chord imnng S 49' 42' 59' E at a distance of 32.96 had to a 3/4 Trxah Iron pipe
est for Me Point of Reverse Curvature,
15)10.83 feet Wong Me am of mid names cum having a central angle of 001' 29' 42' . a radius d 415.00 fact.
Q tangent of 5.41 feet ant a long chord burring N B9' 47' 43' E at a distannd of 10.63 feet to a 3/4 uch Arm pipe
eet for Me Point of Tangency,
I S)S 89' 27' 26' E for a distance of 179.06 feel to a 3/4 -inch iron pipe sat far Me Point of Curvature of a cum
to the left,
17)(50.98 feet Wong Me am of said curve having a central angle of 019 25' 45' . a radius of 33540 feet a
tangent of 30.57 feel and a long chord Marling N 85' 19' 41' E at a diamond of 6089 fed M a 3/4 -Inch Iron pipe
and for the Paint a Tangency,
18)N 80 06' 49' E for a distance of 177.97 fed be a 1/2 -Inch Inn rod set for comer.
19)N 09' 53' 11' W for a distance of 20.00 fad to a 3/4-m ch Iron pipe cat for the Point of Curvature of a cum
to the left,
20)330.08 feet in a left direction along the arc of a cum having a central angle d 029' 33' 02' a raSuu of
640.00 feet, a tangent of 168.80 feet and a king chord baring N 65' 20' 18' E at a distance of 326.44 fief to a
3/4 -inch Iron pipe set for Me Point of Tangency,
21)1 50 33' 47' E for a distance of 190.131 feet ta a 3/4 -inch iron pipe act for Me Paint of Curvature of a curve
to Me eft,
22}59.10 fed along the arc of mid curve having a control angle of 010' 44' 59' a round of 315.00 feet a
tangent of 29.64 feel and a king chord bearing N 45' 11' tY E at a distance of 59.01 fed M a 3/4 -inch Iron pipe
cat for the Point of Tangency,
23)THENCE N 39' 48' 48' E for o distance of 154.18 fed to the POINT OF BEGINNING and containing 67.387 cora
a land, mond or Idea.
FINAL PLAT
THE MEADO
WS
PHASE 1
BLOCK 1A LOTS 1-30
67.387 ACRES
HG HUDSON SURVEY, A-140, A. A&LER SURVEY, A-165,
0.. Re MEM
SURVEY, A-201, J.U. B4RRERA SURVEY, A-68, SWOS COUNTY,
7EXAS
NOVEMBER 2016
S - 10= IM,
Partners, LP
F-458
No. 10105000
veskia. Inde.