HomeMy WebLinkAboutSOUTHERN POINT SEC 501III �Iil 1 11 I �
Nor
SOUTHERN POINTE LLC
REMAINDER OF CALLED
1 /2" 78.63 ACRE TRACT
KSB 20' (15059/192 OPRBCT)
PUE
370.62' PUE 1 /2„
_
_ N46' 46' 15» KSB
VARIABLE I 52.93' --'---_�_ E 340.55' 20.22'
133.10'
WIDTH
PUE ( 131.39,
W PUE 23.13
N fir; 76 i7
0 6
60 30 60 IN �61 �' o �� 7
SALE IN FEET I `90, ,� � � 'S� �� �
5 F 19, .,� ��p��L a, tljJ N/F
�O N to PHILLIPS 3 LAND
N E 1 N HOLDINGS, LLC
REMAINDER OF
21Y PUBLIC UTILITY d� NS �A23 3,4?3 8 374.89 ACRE TRACT
EASEMENT ,� c0.,,8° 26. / h7 5' (17376/228 OPRBCT)
p o PUE
CITY OF COLLEGE I �30'� h ' n ` 1 /2"
STATION, TEXAS Q I� 23,E + L31 o y + KSB
(14600/87 OPRBCT) w �r_ 2 * y ` 36° 24 15'W
� I O 1 S 17.39'
0
I� 4 ( 124.74'
VARIABLE 5' m
•v n
\ WIDTH PUE M PUE 6.78' �n $ O 9 7-,;-
rl-
\ N40' 56 of
-40 E m
\\ 1K " 123.33' --A�'� 145.10'
3 6.24' �ry S41' 03' 15"W ifLO cm C4
\ \\ I N40' 5640"E I N J ( 15' 10
\ - - ` PUE
122.61' ' <
W
76 2 19' p 2 50' ROW -
O
Curve Table
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C1
121.39'
4337.50'
001*36'13"
60.70'
121.38'
S48'52'05"W
C2
959,73'
4172.50'
013'10'43"
481.99'
957,61'
N54'34'15"E
C3
758.35'
3612.50'
012'01'40"
380.57'
756.96'
S55'05'35"W
C4
27.81'
475.00'
003*21'17"
13.91'
27,81'
N47'57'55"E
C5
721.62'
3727.50'
011*05'32"
361.94'
720.50'
N55'11'19"E
C6
731.97'
3777.50'
011°06'08"
367.14'
730.83'
S55'11'38"W
C7
35.40'
525.00'
003'51'49"
17.71'
35.40'
S47'42'39"W
C8
18.41 '
475.00'
002* 13' 13"
9.20'
18.41 '
N47'47'09 "E
C9
831.82'
4007.50'
011*53'33"
417.41'
830.33'
N54'50'32"E
C10
842.82'
4057.50'
011*54'05"
422.93'
841.31'
S54'50'48"W
C11
25.35'
525.00'
002'45'59"
12.68'
25.34'
S47'30'46"W
C12
27.13'
25.00'
062'10'55"
15.08'
25.82'
N17'57'53"W
C13
237.46'
50.00'
272'06'30"
48.19'
69.40'
S57'04'19"W
C14
13.06'
25.00'
029'55'35"
6.68'
12.91'
S64'01'08"E
C15
51.07'
4312.50'
000'40'43"
25.54'
51.07'
N47'45'24"E
C16
16.45'
600.00'
001*34'15"
8.23'
16.45'
N40'09'32"E
C17
69.39'
500.00'
007'57'06"
34.75'
69.33'
N44'55'12"E
C18
837.32'
4032.50'
011*53'49"
420.17'
835.82'
N54'50'40"E
C19
75.91'
500.00'
008'41'54"
38.03'
75.83'
N45'17'37"E
C20
726.80'
3752.50'
011'05'50"
364.54'
725.66'
N55°11'29"E
C21
859.06'
3892.50'
012'38'42"
431.28'
857.32'
S54'48'46"W
PUE N 7 PAVEMENT
\ COMMOTAD °' I o cisAREA I N40' 56' 40"E
�� ii�{- - - PETAL J
B 40� i 1 121 .12' LANE 16
36' 'WIDE GULF \
STATES UTILITIES CO. \ � I`r° 1 15' I M 10 �
ELECTRICAL �'� EASEMENT cv PUE
(1059/585 ORBCT) \ tD 6.10'
10 EE 94.28' _ L
/F (20708/102) os 20' PUBLIC UTILITY EASEMENT
PHILLI S 3 LAND 00 22' 24'W - 100.38 CITY OF COLLEGE STATION, TEXAS
HOLDINGS, LLC N '22r XE 34.50 L29 (14600/87 OPRBCT)
PORTION OF THE CONOLE LANE J
REMAINDER OF CALLED o 50' ROW - 27' PAVEMENT (�
374.89 ACRE TRACT 00 39 2Z 24*E - 99.01'
> N/F
(17376/228 OPRBCT) N m I U') 90.04 TPG AG EHC III (LEN)
O� MULTI STATE 5, LLC
N REMAINDER OF A CALLED
3- �0 8.96' 1 15 ' - D 7g_58' 15.00 ACRE TRACT
z I PUE �, ; F-� 5120, (19697/115)
I M z �� 5. �20'
D N40° 56 40 E o) ..51.20'
C7
N o 37 n - 51.20'
Cq 115.00 I _ N - 72 N 5t2o'
VARIABLE O
WIDTH PUE 0 64 2 I oo' al 15' c0' o ^ ' 0 0 ^ 10, 0.
8' EE L34 I`n `n I PUE �+ 36 d o Uj 35 N +� o PUE-.S120`.
N40- 56 40 E { ^ C
121.55' O ' n 34 rn' o GO
12' EE o 5 1 15.00' L z �' d' 33 ^ o ^N o 00
(20708/102) +n 0 PUE 0 z r� • O u� 32 o ^ \ N/F
/ I0 19' D I 11.65' z - O 72 �' 120' TPG AG EHC III (LEN)
0 3 PUE C; 78' z 60 ^ NI ^I 31 , / O o (0 MULTI STATE 5, LLC
1 2" KSB 8 00' �' N40' 56' 40"E Ln L32 49 49.7 �"� n 19 I\ V- kn 30 /O LO - ;� �120' REMAINDER OF CALLED 78.50 ACRE TRAC-
L2 - - R C17 8 49.78' �. z PUE Z / O/ �rj 29 /p0 :3 57.20, (19709/255 OPRBCT)
20' PUE 1.44' I Ix 1 15.00, N SHURATA DR 49.78' 49.7 �..z >( ^/� 28 c0 /0 ^ 3 \` 5120
(18822/117) 1 2 a p 10' 4 ( ® I ^� 50' R0� N AVEM E 8 8• Z �/ its 27 / D \
/ I o PUE o O `'d ENT -.`, ` N O ^ .512o,
KSB ! 26.55' 49.7g' n,n / 26^��
20' PUE N40' 56_40"E I z r--- 51. ' 78' \ ,� A / ? 25 ^ /o N PUE \
` 51.21' 4g \ Z n7 10' '\5120,
(18822/117) 1 15.00 21 51.27' 49.78' \ \2 °�/ 24 O 5120,
0 5 0 15' N W __ 5.27' `� �0 49.78 \ Z N c0 72 ,�
BV SOUT ERN POINTE I I PUE O rNj ^ ^ 5121' C18 4g 1 g' ° l 23 irk lO �� O \ 0T
SOUTHER POINTE SEC I N40DEV INC° 56' 40"E ry v- L- 2 0 ' o 0 19' �, "'� -..� 51'2j' 4g7 E z °0/ 22 ; /0 0
co n 0i - v- _ PUE 51.21' 8 N N ,
403, ACRCK ES ES $ 1.9 LOT 4, rn 1 15.00' (N oo (D «'1, 3 �� 4 �' 0 dam- ^ '''" 5i 49.78, \ / „`' 21 / O 15'
0 0 I` I �1 ° ' O ^ !Q �. 21 \ O O PUE /
(20708/� 02 OPRBCT) CO I0 6 0 i T (n r0 70 rn '�� 5 ^ O n 51.21' 497 �> 20 O
0 64 I CS, o� in I L_ v) , d 6 o ^ ^ "� 8 \
CIO
VARIABLE L N40° 56' 40"J I I" O .� 20' �' _ o' (rj 7 0) IO (� ,�I \ \ 5127' 49j8'2N
82 WIDTH PAE - �_ R 00 N 53.34' 2 '�' PUE c� ^ °-/ `0 8 /Q O , ,\ \ 5121' 4 /
(18822/117) N o 10' 1 15.00 O N �4.9 4 80' 2i- --� n 1 (rj 9 O
o 0 o I 10 42 133' 29. __ `� I N O O \ 5121' Sj� 34 6
LOT R Io PUE 7 o �� �' PrDE 92 1 .82 31.43' -�' °�/ 10 c^n /O O ^ W \ 5127, so.
w��jTAD o ��
N40' S6' 40"E y� z 33 N 70 s. 10 3��32.94' �' 13.79' 70 O/ 11 /� ? .� ' 2� P
I - - I rn N' PrDE 1 .81 34 �� N O n 512j. AVER fNr �V
l 15' O
5 1 15.00 PUE N 32 ^ O i\ �. 10' .3 '3 35 g ' 10.78' %� O ^ PUE
50' PAE 3 z oo PUE p n ' 0 ((j 31 O. I' D PrDE �: 5 37 2� �� 20' ° / 13 /� N
(18822/117) / N 16 $ I ; `-' i I� N 30 �.'�'p - 10 46 PUE 14 ^ / o �. 3�06.
tn z r i rn' '' I ^ O 38.96' ��. CO / cV O S
c N40° 56' 40' E L - z' �' �� "� u� 29 - / 0 N/ / PrDE ..` 7.77' ,� N w \ NUB
L6 28 / O 0 12.29' 4047 \ / 15 / O 0) s �T.1
�j 1 15.00 z. M 1 _ / o. 0 0 70 3. 10' 6.26' N O � ^ o Row ARIL
Q ( 50.67 Z. 19' � I / 27 �. O �/ PrDE ��98, \ / 16 ^ / 0 15'
COPART PON I Io 1 E 0 C7 ^ 9 2 PUE
_1 Z 9 PUE C' �-30¢ 49.74• '�. _PUE �/ /
25 PAVEMENT 0 / 26 / 0 3• 7' 40
T
4 75' � '� �n O P"I�M
o 49.74' �O N `� 48 \ � 70 / EN
0 1 15.00 CA .� Z �� /^ / 25 m. / 0 (V �. 10' \ a) - 17 / r
_ - N 40' 56' 40 "E "DEN LANE 49 74' ,_ Z ct / d >� / /O (0 PrDE 44 99' \ N
.
1 ^
o - - I 50' Row - 27 PAt,E 49.74' Z l ° / 24 O / O O ^ ^�` 46 1.74' q
COMMON AREA A 501 � C4 MENT 4g.7 crj 23 ^ / O O moo' \ / • /
VARIABLE o 4 �� / Co.O 4n/ �. 10' \ O°
LEGEND
PROPERTY BOUNDARY
RIGHT OF WAY
- - -
LOT LINE
- --
-PUBLIC UTILITY EASEMENT (P.U.E)
- --
- PRIVATE DRAINAGE EASEMENT (Pr.D.E)
- --
- ELECTRICAL EASEMENT (E.E)
EXISTING PUBLIC UTILITY EASEMENT (P.U.E)
EXISTING PUBLIC DRAINAGE: EASEMENT (P.D.E)
EXISTING PRIVATE DRAINAGE EASEMENT (Pr.D.E)
-
EXISTING PUBLIC ACCESS EASEMENT (P.A.E.)
-
EXISTING ELECTRICAL EASEMENT (E.E.)
COMMON AREA HATCH
LOT CORNER - 1/2"IRON ROD SET WITH BLUE
Q
PLASTIC CAPS STAMPED "KERR SURVEYING"
UNLESS OTHERWISE NOTED (1/2" KSB)
®
RIGHT OF WAY CENTERLINE
"X" SET IN CONCRETE
®
BLOCK LABEL
(CM)
CONTROLLING MONUMENT FOUND AND USED TO
ESTABLISH PROPERTY LINES
OPRBCT
OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY,
TEXAS
0
RECORDING INFORMATION
ROW
RIGHT-OF-WAY
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
5.84'
N49' 17' 19"W
L2
9.44'
S39' 22' 24"W
L3
50.20'
S47' 00' 24"E
L4
33.13'
SO' 32' 55"E
L5
90.85'
S49° 03' 20"E
L6
90.00'
S28° 29' 48"E
L7
35.52'
j S16- 14' 19"W
L8
50.00'
S28' 29' 48"E
L9
35.19'
S73' 45' 53"E
L10
35.53'
S16' 13' 08"W
L11
50.00'
S28' 29' 48"E
L12
35.18
S73' 47 05 E
L13
90.00'
S28' 29' 48"E
L14
24.22'
S49° 03' 20"E
L15
50.00'
S40° 56' 40"W
L16
20.83'
S49' 03' 20"E
L17
88.55'
N49' 03' 20"W
L18
34A5'
N2° 08' 16"W
L19
36.41'
S87' 40' 46"W
L20
34.03'
N1' 56' 38"W
L21
36.51'
S87' 51' 17"W
L22
93.02'
N49' 03' 20"W
L23
38.60'
S87° 22' 05"W
L24
6.08'
N49' 03' 20"W
L25
35.84'
S4' 50' 28"E
L26
35.36'
S84' 22' 24"W
L27
35.36'
N5' 37' 36"W
L28
34.87'
N85' 09' 32"E
L29
23.74'
N40' 56' 40"E
L30
5.71'
N40' 56' 40"E
L31
15.00'
S40' 56' 40"W
L32
2.50'
N40° 56' 40"E
L33
21.55'
N50' 37' 36"W
L34
8.00'
S39' 22' 24"W
l 23 1
SOUTHERN POINTE
SUBDIVISION ??
SECTION 503
20619/67
20 PUE WIDTH + 7.41 4g74, �� � � 22 , / O vj PrDE
(18822/117) PUE N40° 56 40"E _ 51.31' 4g 74, �� Z iy/ /P ncv O 70 :�' 3.25' J /
0 115.00' 0 51.31' /
0 o I / 21 / O 0)/ �.59 S % 2
O 10 0 15' �. 51.31, +t.'6 49.1 • \ Z- A� /„ � ' _ O ^ ^I �. 6 I
20' PUE I I `n (o PUE N ^ �,� _+ 5131' r
(181322 1 t 7 N40'_56' 40 E
_ CZD 49.74 \ Z �/ //^ 20 (V / 00 O F'ODE w Q. \\
5 1 15.00' `°� o 2 ^ o V_ ^ 573j' 4g.>4 \2. 19' o%/ 19 / o / �� \\\
0 PUE 0 I J I / L RO / O CS PUE n� / / , �C \
0 64 1 1 0 ( ( d0- 68 ' 3 >° 4 ,� 00 0 ^ PUE \ ` 131 \ 4974' \ Z 18
VARIABLE lu
I O O O s 51.3p 4g 7 N 15'c a J/
WIDTH >, z 60 d �n 5 O a^ �� 4 �� PUE / t
PUE N40° 56-40 E I I z ^_ u� 6 ^ l o N, 3 513Y 49. Z
52.41 z 10' ^� I o vj O rn CA 74 \ /
1 15.00 49.7 ' (0 7 ^_ % \ S1 MD 322
0 5 I of ! 2 9 72- PUE Z +� �'„ N t g ^O/ O O \ 31 so' Row ENtA
LOT 1 /2" 0 5.00' 25.00 Z O c0 5 NE
Lo
o PUE 12 4g.j"� r7 68 /" 1y ^ �� 1.3p 2�• ' l
411t KSB _ i i 2 Z 9 / o P ,£M o
1 15.00' T- L15 20' PUBLIC UTILITY EASEMENT 49• 2 ' 1 / `� co O n7 ^ ^sue \ A ENr ! l
L1� L_ +�J CITY OF COLLEGE STATION, TEXAS 4 "� Z .�/ 10 6) /0 N .P19,
UE
POINT OF `W 56' 40 W T5.79 (14600/87 OPRBCT) 49.72 .,`+ Z 40/ 4 1 1 , / O n7 5131'
BEGINNING 5' PUE 28 J � J 10' PUE 4g72 �' �� Z n " / � 12 / O
20,78' 5' PUE (20376/150) 15' PUE / (20376/150) SOUTHERN POINTE 4g 7� (V ^ � O
(20376/150) (20376/150) `7 SUBDIVISION 4 . (� (IV 13 Ro NL�
VARIABLE - - ) 68 >' 26 SECTION 500 � � 72 �� � 10, ,� w 1Vj,
WIDTH PUE _� / 20376/150 �� 10' PrDE 49.72, PUE Z 68 C) /� 14 �0� /00 2j PAVEMENT
(20376/150) 4 I 1 f 1 (20376/150) rn / 15
5 J 2-3 �_ 2 Z
I 19' PUE 2 24 �o i \ 4g7\ N 15'
i (20376/150) #
_ r 2 PUE
10' PUE SOUTHERN POINTE
/ f 20 (20376/150) S� SUBDIVISION 15 64 / SOUTHERN POINTE SECTION 503
( SUBDIVISION �� 20619/67
SECTION 500 15' PUE / 1
So AA10RYD ` / 20376/150 (20376/150)
`-- R R% j G
1 ( N ow_ VE % 17 /f o \
16 ` ( I I ' - + _ ' _- ' 27 PAVEMENT `1$ j 6$ l 16LA �2�`c� \ \ (17
z m0,67
3
4
17
j I I 5 CO N.,jN AREA 503 /
N
NOT To SCALE
NOTES:
1. THE PROPOSED DEVELOPMENT IS LOCATED IN THE CITY OF COLLEGE STATION ETJ.
THIS DEVELOPMENT IS BEING REVIEWED AS AN "IN CITY" DEVELOPMENT PER LETTER
REQUEST BY THE DEVELOPER TO THE CITY.
2. BEARING SYSTEM SHOWN HEREON IS BASED ON THE TEXAS STATE PLANE CENTRAL
ZONE GRID NORTH (NAD 83) AS ESTABLISHED FROM GPS OBSERVATION.
3. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES, TO DETERMINE GRID
DISTANCES MULTIPLY BY A COMBINED SCALE FACTOR OF 0.9999059410912.
4. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO
THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED
AREAS, MAP NO. 48041 CO350E, EFFECTIVE DATE: MAY 16, 2012.
5. 1 /2" IRON RODS WITH BLUE PLASTIC CAP STAMPED "KERR SURVEYING" WILL BE SET
AT ALL LOT CORNERS AND ANGLE POINTS UNLESS NOTED OTHERWISE.
6. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS.
7. PROPOSED USES ARE SINGLE-FAMILY, AND OPEN SPACE IN COMPLIANCE WITH THE
SIGNED DEVELOPMENT AGREEMENT BETWEEN THE CITY OF COLLEGE STATION AND
MCALISTER OPPORTUNITY FUND 2012, L.P. DATED MARCH 12, 2015 RECORDED IN
VOLUME 12656, PAGE 190 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY
(AMENDED NOVEMBER 10, 2016).
8. THE DEVELOPMENT AGREEMENT BETWEEN THE CITY AND THE DEVELOPER HAS
ESTABLISHED AN EFFECTIVE DATE OF MARCH 12, 2015 BASED ON ARTICLE II OF THE
DEVELOPMENT AGREEMENT (DA), THE PROPOSED DEVELOPMENT WILL COMPLY WITH
THE UNIFIED DEVELOPMENT ORDINANCE OF THE CITY OF COLLEGE STATION AS OF
THE "EFFECTIVE" DATE OF THE DA. THEREFORE, THE EFFECTIVE UDO IS THE
FEBRUARY 10, 2015, SUPPLEMENT 4 (EFFECTIVE UDO).
9. PER THE EXECUTED UTILITY AGREEMENT BETWEEN THE CITY OF COLLEGE STATION
AND BRAZOS COUNTY MUNICIPAL UTILITY DISTRICT NO. 1, EXECUTED AUGUST 21,
2015 AND AMENDED NOVEMBER 10, 2016, WATER AND WASTE WATER SERVICE ARE
TO BE PROVIDED BY CITY OF COLLEGE STATION.
10. PER THE EXECUTED UTILITY AGREEMENT BETWEEN THE CITY OF COLLEGE STATION
AND BRAZOS COUNTY MUNICIPAL UTILITY DISTRICT NO. 1, EXECUTED AUGUST 21,
2015 AIVD AMENDED NOVEMBER 10, 2016, THE CITY OF COLLEGE STATION WILL,
UPON ACCEPTANCE, OWN AND OPERATE ALL PUBLIC WATER AND PUBLIC SANITARY
SEWER FACILITIES IN BRAZOS COUNTY MUNICIPAL UTILITY DISTRICT NO. 1.
11. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER CITY
STANDARDS.
12. WATER, SEWER, DRAINAGE, AND STREETS WILL BE DESIGNED AND CONSTRUCTED TO
THE 2012 EDITION OF THE B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS,
AND SPECIFICATIONS.
13. PER THE EXECUTED DEVELOPMENT AGREEMENT (DA) BETWEEN THE CITY OF COLLEGE
STATION AND MCALISTER OPPORTUNITY FUND 2012, L.P., EFFECTIVE MARCH 12,
2015, AS AMENDED, STREETS WILL BE CONSTRUCTED BASED ON THE THOROUGHFARE
ROAD STANDARDS AS OF THE DATE OF THE AGREEMENT.
14. STORM SEWER SYSTEM, INCLUDING DRAINAGE CHANNELS, UNDERGROUND STORMWATER
CONVEYANCE SYSTEMS, AND DETENTION PONDS WILL BE MAINTAINED BY BRAZOS
COUNTY MUD NO. 1 UNTIL ANNEXATION BY THE CITY OF COLLEGE STATION. UPON
ANNEXATION, THE MAINTENANCE OF THE DETENTION PONDS WILL BE THE
RESPONSIBILITY OF THE HOA UNLESS THE CITY REQUESTS A CONTINUATION OF THE
MUD TAXING AUTHORITY FOR THE PURPOSE OF DETENTION POND MAINTENANCE AS
SET FORTH IN THE DA.
15. THE OPERATION AND MAINTENANCE OF THE LOCAL STREETS IS BASED ON AN
EXECUTED INTER -LOCAL AGREEMENT BETWEEN BRAZOS COUNTY AND BRAZOS COUNTY
MUNICIPAL UTILITY DISTRICT NO. 1.
16. THE OPERATION AND MAINTENANCE OF THE MAJOR STREETS IS BASED ON AN
EXECUTED INTER -LOCAL AGREEMENT BETWEEN BRAZOS COUNTY AND BRAZOS COUNTY
MUNICIPAL UTILITY DISTRICT NO. 1.
17. SIDEWALK MAINTENANCE IS THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION.
18. COMMON AREAS AND PARKLAND WILL BE OWNED AND MAINTAINED BY THE
HOMEOWNERS ASSOCIATION. UPON ANNEXATION, THE PARKLAND OWNERSHIP AND
MAINTENANCE WILL BE TRANSFERRED TO THE CITY. THE REMAINING COMMON AREAS
WILL CONTINUE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
19. ELECTRICAL SERVICE FOR THIS DEVELOPMENT IS PROVIDED BY ENTERGY.
20. HOMEOWNERS ASSOCIATION EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE
REFERENCED IN THE COVENANTS, CONDITIONS, AND RESTRICTIONS OF THE
SUBDIVISION.
21. IN APPROVING THIS PLAT BY THE COMMISSIONER'S COURT OF BRAZOS COUNTY,
TEXAS, IT IS UNDERSTOOD THAT THE BUILDING OF ALL ROADS, AND OTHER PUBLIC
THOROUGHFARES AND ANY BRIDGES OR CULVERTS NECESSARY TO BE CONSTRUCTED
OR PLACED IS THE RESPONSIBILITY OF THE OWNER(S) OF THE TRACT OF LAND
COVERED BY THIS PLAT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS
PRESCRIBED BY THE COMMISSIONER'S COURT OF BRAZOS COUNTY, TEXAS. SAID
COMMISSIONER'S COURT ASSUMES NO OBLIGATION TO BUILD ANY OF THE ROADS, OR
OTHER PUBLIC THOROUGHFARES SHOWN ON THIS PLAT, OR OF CONSTRUCTING ANY
OF THE BRIDGES OR DRAINAGE IMPROVEMENTS IN CONNECTION THEREWITH. THE
COUNTY WILL ASSUME NO RESPONSIBILITY FOR DRAINAGE WAYS OR EASEMENTS IN
THE SUBDIVISION.
VICINITY MAP
T
Off'"
j c�SQ' SECTION 501 J'
( LOCATION
CONSTRUCTION
EN FRANC[ 2�
vyy
I
x
\` �
_\ _- --- PEACH CREEK CUT OFF RI)
22. IT IS THE RESPONSIBILITY OF THE OWNER, NOT THE COUNTY, TO ASSURE
COMPLIANCE WITH THE PROVISIONS OF ALL APPLICABLE STATE, FEDERAL AND LOCAL
LAWS AND REGULATIONS RELATING TO THE PLATTING AND DEVELOPMENT OF THIS
PROPERTY. THE COUNTY ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF
REPRESENTATIONS BY THE OTHER PARTIES IN THIS PLAT. FLOODPLAIN DATA, IN
PARTICULAR, MAY CHANGE. IT IS FURTHER UNDERSTOOD THAT THE OWNERS OF THE
TRACT OF LAND COVERED BY THIS PLAT MUST INSTALL AT THEIR OWN EXPENSE ALL
TRAFFIC CONTROL DEVICES AND SIGNAGE THAT MAY BE REQUIRED.
23. ALL PUBLIC DRAINAGE EASEMENTS WILL BE IMPROVED ACCORDING TO THE DRAINAGE
POLICY AND DESIGN STANDARDS.
24. THE PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE LOT OWNERS OR
THE HOA, HOMEOWNERS ASSOCIATION. FENCES, GRADING AND LANDSCAPING CANNOT
IMPEDE THE FLOW IN THE PRIVATE DRAINAGE EASEMENT.
25. STORM WATER DETENTION FACILITIES FOR THIS PHASE ARE LOCATED OFF SITE AND
ARE TO BE MAINTAINED BY THE HOA.
26. COMPACTION OF FILL OR AN ENGINEERED SLAB IS REQUIRED FOR LOTS THAT HAVE
GREATER THAN 2 FEET OF FILL.
27.THIS PLAT WAS PREPARED TO REFLECT THE TITLE REPORT PREPARED BY
UNIVERSITY TITLE COMPANY, GF NO. 2503030CS, DATED 01-12-2025 AND TWO (2)
NOTHING FURTHER CERTIFICATES PREPARED BY UNIVERSITY TITLE COMPANY, GF NO.
2503496CS, EFFECTIVE DATE 3-30-2025 AND GF NO. 2603321CS, EFFECTIVE DATE:
08-02-2026. EXCEPTIONS ARE ADDRESSED AS FOLLOWS:
- (12656/190 OPRBCT) DEVELOPMENT AGREEMENT DOES AFFECT THIS TRACT.
- (18255/86 OPRBCT) HOA BYLAWS DO AFFECT THIS TRACT.
- (18256/5; 18257/108; 19246/266 OPRBCT) RESTRICTIONS TO AFFECT THIS
TRACT ONCE A "NOTICE OF APPLICABILITY" IS RECORDED FOR THIS TRACT.
- (1059/585 ORBCT) 36' WIDE GULF STATES UTILITIES CO. ELECTRICAL
EASEMENT DOES NOT CROSS THIS TRACT AS RELEASED IN 20091 /113
OPRBCT.
- (522/632 DRBCT) 20' WIDE EASEMENT TO GULF STATE UTILITIES COMPANY
DOES NOT CROSS THIS TRACT AS RELEASED IN 20091/117 OPRBCT.
- (8348/46 OPRBCT) SEWER LINE AGREEMENT DOES APPEAR TO AFFECT THIS
TRACT AND MAY OR MAY NOT CROSS THIS TRACT BUT CANNOT BE SHOWN
DUE TO LACK OF DESCRIPTION. THE CALLED 563.002 ACRE OWNER TRACT -
DESCRIPTION IN EXHIBIT A IS INCOMPLETE BUT DOES NOT DESCRIBE THE
SEWER LINE LOCATION. EXHIBIT B IS THE CALLED 20.00 ACRE RECIPIENT
TRACT AND DOES NOT DESCRIBE THE LOCATION OF THE SEWER LINE. NO
DESCRIPTION OF THE SEWER LINE APPEARS IN THIS DOCUMENT SO THE
LOCATION OF THE SEWER LINE MAY OR MAY NOT CROSS THIS TRACT BUT
CANNOT BE SHOWN DUE TO LACK OF DESCRIPTION.
- (14600/87 OPRBCT) 20' WIDE CITY OF COLLEGE STATION PUBLIC UTILITY
EASEMENT DOES CROSS THIS TRACT AS SHOWN HEREON.
- (14397/99 OPRBCT) ACCESS EASEMENT RESERVED IN DEED ONLY AFFECTS
THE PORTION OF THIS TRACT WITHIN THE CALLED 94.27 ACRE TRACT
DESCRIBED IN SAID DEED. THIS EASEMENT IS BLANKET IN NATURE AND WILL
BE LIMITED TO PLATTED ROADS ONCE CONSTRUCTED.
- (13644/17 OPRBCT) BLANKET RIGHT OF INGRESS AND EGRESS RETAINED BY
EXXONMOBIL PIPELINE COMPANY DOES APPEAR TO AFFECT THIS TRACT.
- (15434/69 OPRBCT) LICENSE AND MEMORANDUM OF AGREEMENT DOES
AFFECT THE SUBDIVISION.
- (15555/269 OPRBCT) LICENSE AND MEMORANDUM AGREEMENT AND
CORRECTION DO AFFECT THIS TRACT. EXCLUSIVE EASEMENT AND LICENSE
AGREEMENT GRANTING PM FIBER, LLC USE OF DEDICATED UTILITY EASEMENTS
DOES AFFECT THIS TRACT.
- (17854/89 OPRBCT) PARTIAL ASSIGNMENT AND ASSUMPTION OF DEVELOPMENT
AGREEMENT DOES AFFECT THIS TRACT.
- (18685/29 OPRBCT) BLANKET ENTERGY RIGHT OF WAY EASEMENT DOES
AFFECT THIS TRACT.
- (18712/186 OPRBCT) TEMPORARY BLANKET EASEMENT TO THE CITY OF
COLLEGE STATION DOES AFFECT THIS TRACT.
- (19697/121; 19709/267 OPRBCT) OPTION AGREEMENT TERMINATED UPON
CONVEYANCE TO LENNAR IN 19697/115 OPRBCT.
- ALL OTHER RESTRICTIONS AND ITEMS DO NOT APPLY OR ARE NOT ADDRESSED
HEREON.
28. EASEMENTS AND BUILDING SETBACK LINES PER DEVELOPMENT AGREEMENT,
12656/190 (O.P.R.B.C.T.). THE SETBACK LINES ARE AS FOLLOWS:
FRONT - 20'
SIDE - 5'
REAR - 20'
SIDE STREET - 15'
29. MAXIMUM IMPERVIOUS COVER TO BE 65%. THIS MAXIMUM PERCENTAGE IS IN
ACCORDANCE WITH THE DRAINAGE REPORT TITLED, "DRAINAGE REPORT FOR SOUTHERN
POINTE SUBDIVISION - BASIN C BRAZOS COUNTY MUNICIPAL UTILITY DISTRICT NO. 1",
DATED JANUARY 2022 PREPARED BY SCHULTZ ENGINEERING, LLC.
FINAL PLAT
(1F
SOUTHERN POINTE SUBDIVISION
SECTION 501
16.733 ACRES
88 LOTS
BLOCK 64, LOTS 1-12
BLOCK 68, LOTS 1-15
BLOCK 70, LOTS 1-33
BLOCK 72, LOTS 20-37
BLOCK 76, LOTS 140
COMMON AREAS A 501 - 0.053 ACRES
PARKLAND 1P 501 - 2P 501 - 0.753 ACRES
BEING A PORTION OF A CALLED 78.50 ACRE TRACT
VOLUME 19709, PAGE 255 OPRBCT
AND A PORTION OF A CALLED 15.00 ACRE TRACT
VOLUME 19697, PAGE 115 OPRBCT
STERRETT D. SMITH LEAGUE SURVEY, A-210
BRAZOS COUNTY, TEXAS
DEVELOPER:
Lennar Homes of Texas SCALE V = 60'
L d A C LTD SEPTEMBER2026
an an onstructlon ,
5775 N Sam Houston Pkwy West, Suite 900
SURVEYOR:
ENGINEER:
Houston, TX 77086
(281) 874-1815
KERR
SCHULTZ
£URY£YING
OWNER:
TPG AG EHC ll1 (LEN)
Kerr Surveying, LLC
TBPE FIRM NO. 12327
MULTI STATE 5, LLC
1718 Briarcrest Dr.
911 SOUTHWEST PKWY E.
Bryan, TX 77802
College Station, Texas 77840
8585 E. Hartford Drive, Suite 118
(979)268-3195
Scottsdale, AZ 85255
TBPELS FIRM # 10018500
(979) 764-3900
281 874-1815 SURVEYSaKERRSURVEYING.NET
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