HomeMy WebLinkAboutSOUTHERN POINTE SECTION 600 BLK44 LTS1-26, BLK49 LTS1 7-22, BLK50 LTS1-33, BLK51 LTS16-31N/F
TPG AG EHC III (LEN)
MULTI STATE 5, LLC
REMAINDER OF CALLED
35' BRAZOS COUNTY
MUD No. 1
DRAINAGE EASEMENT
L8 78.50 ACRE TRACT VOL.19627, P6.138
40,01 ' 40.01 ' (19709/255 OPRBCT)
25.00r . 0 0
',�► cm
L10
W_C3CM d (D (D c 02"E677A& .•�'
0 BALD IN DRIVE ,} f f f f f f 45.37
ui 60.12 50.00 50.00 504.00 50.00 50.00..50.00 50.00 50.00 00 50.00 50.00 29.91awww-
! �� �� ��1! �� a� �� iM1 �oeairy en,�fM MIIM ��
tp N N69 33 02 - w � 10' 10' S' f , ��---- N/F
--j _ 65.08' .( � � � 10, 17.06 15
o cv N RrDE 10 PrDE PrDE PUE 25• TPG AG EHC III (LEN)
50' ROW 27' PAVEMENT Lei PUE PUE �. 51 M U LT! STATE 5, LLC
20.89 n ? �- 5' a.. s S w i ' .
L23_w/'�//''�� sw/.''1�� �31- w w w - - w(' �(�/''� wf� w/'�/� w(�f�'� wf'�I''� w N ' N� '' - REMAINDER OF CALLED
(/��4 -'"78.50 ACRE TRACT
r ;<: =, :. . w . w . w w w � � OIM � A w w w w w Ln w O w ^ � -. ��, 5 � •® � �'
tK o C otf) O O o o G O O 0 o O C-- t� � Z ®. 19709 255 OPRBCT
3 � � '• w w ' � w � •` I � •` � •` 1✓ w I O �.' I w I w I •. I o w I ��J �. � � / i
31 I O I O w O O O o
,(14.47✓ c� �, . ,� Ln Ln 1 t /" 11 10
N Ln 30 � 29 � 2g L 27 � , � 24 U 23 Ln 1 20 �, 19 LO 1g �, °
VARIABLE WIDTHF N N N N N N N N N N N N ,y. 6, PrDE
�� , I� I , I I Ir I� I,�'� I � I� i F
15 1 15 ,�. e �- ` 17
SIGHT TRIANGLE � � PUE . . o e o i � a a e Z ' '`0 PrDE
EASEMENT J o PUE 44 - �-- �--"' `- "'_ �."` r
/� co
® ® N 19, N N N N N N N N CV N N N �00,
•' z PUE Z Z Z Z Z Z Z Z Z z
1„ e ,.11 < 00 " PUE: • _,-.... ® t
N 6 8 3 3 2 l `'
z 17.0 6' 60.4
' , f , f , 3 f f ! f r f f f f t
1 15. i0
o0 f 35.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 39.87
y .. 19 w N. F ! ! 44 a 1 8 N F
c 0 wSeg 33 02 W - 652.06 n ,, - . /
PUE O $ R
'�' o ��j � BV SOUTHERN POINTS
2 0 Ciro o, O DEVELOPMENT, INC.
4►? SAMANTHA LANE ! SAMANTI LA LANE 0 2
`� `� N ° 33 02 � 1 j450 - �i '` CALLED i 19.73 ACRE TRACT
cn , .�' a U
�= N 68° 33' 0'E 1 , 702.06 O -'` / Q +(19685/ 168 OPRBCT)
50 ROW - 27 PAVEMENT 50 ROW - 27 PAVEMENT �j 10
A R 33, N � / 1 vo t
rill1 15.0 IVf° 33' 02� - 6�J2.05' 4a.07 ,,,�r•. PrDE
K f -0 d 19
IL
o o t0 �, 79.28' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.100' 50.00' 50.00' 22.78' 26.18' 45.07 �0 1' �'' .
3 0 -
LO ® 15 ` v
w +� PUE 0 5' 19' 19 15 w ,�, / -'`�Q 10 0, t{}
tt? 1N .'' 0 w 10 3 3 15 0 � � 3- P � � � � s PUE t� PUE a �' ,-- ,� 1 PUE o
'" � - �- (t"4 PUE w w sws PUE E sw,. w w w •w•. w w w •Cq L% _
CD � • o PrDE PUE �.+ 00 00 00 00 00 00 00 00 0o 00 � 11 ,'
co W.Ob
,� 115.0C30 �`/�) w wf'� w(� lb
w w(�.y�, w w('� w ea •O�y i■j■ l � _ `
�` � •, �� O � � i � o � L✓ � L,-.J � � O � V � o � tJ � �±: • � J � iii *.../ w 1 � s //�/���. �� 'lam 15 � a. r1I'V LII
N 8 3 0 E - w i ® j1 ■ ` t� - 1•(,7p) r - , G
N LA J 1 w sw I O w I O 3w I O w w I ® w I 0 w I w I w I w o e 2
_ . _ -ie . e. • f -!�' .YF - ! D - f i f D e !e i /'i 1 ✓ 'C..- ° /, •
�; ��. ��rr `-u ` a� �l ! \lJ �./ VJ V✓ L1.� ' j� �y L3 1 u) (� �•�
Ln N LO LL�� N LO N LO N ✓✓y+ N LO N� !!1 N N N 1! N (� U/ i V 20
z CN o I I I I I I I I I I I �, 2. PUE - to 5 -
N
u, 1 0 4. 2 8 o �- a 4- a T- a a �- a T- • �- a �- a S- a �- a �� ° i((� (8 i p
» 0 w i- r- r- t- f f r f �- N J �.J
N 6 ID 5 1 6 N ,
(p „_ , ,� 10' N N N N N N N N N N N N 50 Z `/ � e 10'
--- 19 1
t0 50 Z z Z z Z z Z z z z z z ..� �
N ___- __ 50 , � 49
PUE I` � PrDE
C4 PUE 20 20
' 10' PUE !� PUE 14.72' .''"''' 3�a �/ 21
1 15.12 3 2 �,-I N►
Z ,, ---. N 68 331 0 2 E 5L37- 0 a �c-
P PrDE ---•�. w� s..� .r._ . « ► . F r.�.. • ONO - . .. i r...r�r.. C �- p �/
2 0 P U 00 4 ,,, .. ,�.,,,, --- , , 7.110
4' 2 2'0 ' 2NO,.2 0'
Z7
PUS �' r. '�� 44 f f f '
37.97 ' 3 7.9 7' 37.97 '. 3 7.9 7 37.9 7 31 37. ,/7 37.97 3 22.78 1 .37 31.79 - ---'' PUE
N F ,� � ��, / � � s �. , �.. � � ._. �. , mow. � 10 � � Q 0 �
N 9.15' 12.03' 12.03 12.03' 12.0 12.03 12.03 12,E 12.03 10 ) ,n ./' '�'� to,
TPG AG EHC III (LEN) , * ��' f f 112.0312 ;03 , f PrDE F PrDE
a
MULTI STATE 5, LLC J 10 10 10 1 10 10 z. 00 �,. / 15
REMAINDER OF CALLS .' . �3�°° PrDE PrDE PrDE PrDE S0 PrDE PrDE ,r� C PUE
, . . w � 22
w w ww w w w •� w w w w 16
78.50 ACRE TRACT , w(�j w w w w ., w w w( =Mt �y (_�
�/''�/ j��} P j/'�_ • I� [/�) e 1 9 f %%�J 00 00 00 j - 00 00 00 00 0 00 0 w _�•�^' . w �- � L3 ! L �
(19709/255 OPRBCT) . 1 �j 10, 3 w ilPi 1�'f .4 !r> w 1 n w 1/1 w Ifi ft ice . ai d �. ' Jr'ff iii w • 0
• \ PUE � {,� � o � J o Lj 1 0 �x 1 i.•.,1 u 1 � o (j J � 4,L J - � �-!' l .� 1 � � ..�-
PrDE A 7 � C� w 1 100 w 1 w - .tl• � O w I I O w 10 w �-- O w I 41 � w I I A• � O w � 00 � • 1$ .�•{- 1 °00
• • • • • • • 'V �'-_' 29Iq2 26 25 24 � 23 22 w • 21 20 19 �� I o f
rn 10 N cO Ltd u7 d- 19
30 N I N N N I N N N N ( d- , a
,0
EE T- . f- a Z �;A
PUE
1� � M O O r • O O . � . A O i 0O1
•37
N 19' N t`�i N N i 9, N N N z o
PUE PUE
GQ
'd�) is �"'`", _� i ---- -""""" ' ,$(J rs?''
11.00
j 54.02 5d 3 .
40.00 40.00 I of a t f 54.02
1.12 42.25 50.0,� 50.00 50.00 50.00 50.00 5100 50.00 50.00 1.86 M4f
4 14 N
p� AS 969 02 W - 514.1 � 5 N/F
C3E DRIVE TPG AG EFIC III (LEN)
'� '� G UNN RIDGE DRIVE ti C3ZJNN RID p�
N � '' N 33' 02�C 30C►.63 �► MULTI STATE 5, LLC
POINT OF
°
- REMAINDER OF CALLED
` � erj •.•Irlee..r. .eee,eeeM,lle
1 ° , 51 4,1 0' _ 27' PAVEMENT a�
BEGINNING �,, •� , 50 ROW` �^ 78.50 ACRE TRACT
20 �} 19 j 50 ROW - 27 PAVEMENT :54 �
PUE ° CJ PUE ! _►s 49.25 �
' (19709/255 OPRBCT)
Nf 9 02 E 514. 49.25 �, o
.10, C�
CV
PUE ,
1 � ' PUE � i15.52
/
WIDTH 44
00
AREAS9
4 L
w w
r'' � •� CCU O
50.00' 50.00' 50.00' 22.23 27.35' 49.25' 49.25 :'--- 15'
.� P U E �-
1 3 0 �-- (4D4
�� 35' BRAZOS COUNTY
. w � g � MUD No. 1
-3: 3: -3: 3:- -PUE T- Q f �� DRAINAGE EASEMENT
ft tr)/►/t .iti �/1.��] /\''�\ T..._ w w w w �'.,. w w w w w R _ w J^1 w V * 2 '`--'� tri 2 Vim\ VO L. 9 6 2 7,
CJ - /� J / Y O L d L l L / � L J L/ LO L / r/ '" - L J (D w (""` y�.� ii..22 VV
Z > 40 • r- O O O O O O O o O o ro • ,1.(1 /1 1 T.
f l "� / I w w 1 `J w I O �► 1 0 w I O w 1 o w I o i 1 t.../ w I O i � O i 1 (D w I \..�.J •
�. 10 o 12 - 13 It - 15 16 18 � 19 o 21 Ls'� 22
PUE try N L� 11 � Liz � � � � � � � � � � � ,�.....
r--
a I � �- N N I� 1� Ni Vol, N I� N I �- �' r- N I �- N I �- ' I - 1,....
o .0---woo
,� - , N Z I
O � '�,, N 20 N N N N C4 N N 20 N N _►-- . �� SOUTHERN POINTE
1 2 z to z Z z z z z Z z z z ..--- 67.6A- i.O7 ' 0,1 - SUBDIVISION
PUE 61 8 PUE PUE _�
~'\, PUE .�._... ._._._ .�. �. .__..... ...�.�. ---- .,...�. 5;S f '`J -- on SECTION 701
Q �,,``._ .n•,..ee.,°• .�wr � ...,�. � wee+ s.� •r,� 53, .`
► 10' .,� WI D TH 53,53f �--�- -'.. 21.50 D
�► 20 PUE 14 VARIES , f f� i 3, 53.53 ...�. 1,,
PUE 53.51 50ALI.00 50All,.00 50.00 50.00 50.00 50.00 50.00 23.58 28.37 53 5 -� •,,,�..... a6,j ell
a
L39 S 33 02 W 527.10Soss�� s
0
869 W' 02V - 730.49 Ivy
SOUTHERN POINTE SOUTHM POINTE
SUBDIVISION SUBDIVISION
SECTION 111 SCIUMERN, PUN E PARKWAY SECTION 700 '
(18657/120) -�C�UT�ER�`ri - POINTE PARKWAY 105' WIDE ACCESS EASEMENT
�20014/1 00)
�
- (CALLED 4.226 ACRE EXHIBIT "B",
15028/47 OPRBCT) 30' SANITARY' SEWER
105 ROW - 63 PAVEMENT
EASEMENT
' 105' ROW - VOL. 15313, P G. 212
63' PAVEMENT ,
50 25 150
SCALE IN SET
NOTES: 12. WATER, SEWER, DRAINAGE, AND STREETS WILL BE DESIGNED AND FOR THE ACCURACY OF REPRESENTATIONS BY THE OTHER PARTIES IN THIS (13644/17 OPRBCT) BLANKET RIGHT OF INGRESS AND EGRESS RETAINED BY
CONSTRUCTED TO THE 2012 EDITION OF THE B/CS UNIFIED DEVELOPMENT PLAT. FLOODPLAIN DATA, IN PARTICULAR, MAY CHANGE. IT IS FURTHER IEXXONMOBIL PIPELINE COMPANY DOES APPLY TO THIS TRACT.
1. THE PROPOSED DEVELOPMENT IS LOCATED IN THE CITY COLLEGE STATION GUIDELINES, STANDARDS, AND SPECIFICATIONS. UNDERSTOOD THAT THE OWNERS OF THE TRACT OF LAND COVERED BY THIS - 15434/69 OPRBCT) LICENSE AND MEMORANDUM OF AGREEMENT DOES APPLY TO
ETJ. THIS DEVELOPMENT IS BEING REVIEWED AS AN "IN• DEVELOPMENT PLAT MUST INSTALL AT T OWN EXPENSE ALL TRAFFIC CONTROL DEVICES tHE SUBDIVISION-,
PER LETTER REQUEST BY THE DEVELOPER TO THE CITY. 13. PER THE EXECUTED DEVELOPMENT AGREEMENT (DA) BETWEEN THE CITY OF AND SIGNAGE THAT MAY BE REQUIRED BEFORE THE ROADS IN THE - (15555/269 OPRBCT) LICENSE AND MEMORANDUM AGREEMENT AND CORRECTION
COLLEGE STATION AND MCALISTER OPPORTUNITY FUND 2012, L.P., EFFECTIVE - EEN ACCEPTED FOR MAINTENANCE BY THE DO APPLY TO THIS TRACT. EXCLUSIVE EASEMENT' AND LICENSE AGREEMENT
. T SUBDIVISION HAVE FINALLY B
2. BEARING SY TEM SHOWN HEREON ISBASED ON THE TEXA'3 STATE PLANE MARCH 12, 2015, AS AMENDED, STREETS WILL BE CONSTRUCTED BASED ON COUNTY. ! GRANTING PM FIBER, LLC USE OF DEDICATED UTIt, " Y EASEMENTS DOES APPLY
CENTRAL ZONE GRID NORTH ( )NAD E3 AS ESTABLISHED FROM GP' THE THOROUGHFARE ROAD STANDARDS AS OF THE DATE OF THE AGREEMENT. TO THIS TRACT.
OBSERVATION. � 23. ALL PUBLIC DRAINAGE EASEENTS WILL BE IMPROVED ACCORDING TO THE -- (18685 j29 OPRBCT) BLANKET ENTERGY RIGHT OF WAY EASEMENT DOES APPLY
14. STORM SEWER SYSTEM, INCLUDING DRAINAGE CHANNELS, UNDERGROUND DRAINAGE POLICY AND DESIGN STANDARDS. TO THIS TRACT.
3. DISTANCES SHOWN HEREON ARE SURFACE DISTANCES, TO DETERMM ARID STORMWATER CONVEYANCE SYSTEMS, AND DETENTION PONDS WILL BE 1` -O- (18712/186 OPRBCT) TEMPORARY BLANKET EASEMENT TO THE CITY OF COLLEGE
DISTANCES MULTIPLY BY A COMBINED SCALE FACTOR OF CI.9999059410912. MAINTAINED BY BRAZOS COUNTY MUD NO. 1 UNTIL ANNEXATION BY THE CITY 24. THE PRIVATE DRAINAGE EA S WILL BE MAINTAINED BY THE LOT OWN ' N DOES APPLY THESE TRACTS.
OR THE HOA, HOMEOWNERS ASSOCIATION. FENCES, GRADING AND - ORRDINDIN ANCE NO. 2025-4598, FILED IN VOLUME 19974, PAGE 139 OF THE
OF COLLEGE STATION. UPON ANNEXATION, THE MAINTENANCE OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, . TEXAS, WAS FILED AND
4. NO PORTION OIL' TFfM TRACT IS WITHIN THE 100 YEAR FLCICDPLAINI DETENTION PONDS WILL BE THE RESPONSIBILITY OF THE HOA UNLESS THE LANDSCAPING CANNOT IMPEDE THE FLOW IN THE PRIVATE DRAINAGE RELEASES THE SANITARY SEWER EASEMENT O&CRIBED IN VOLUME 15313, PAGE
ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS CITY REQUESTS A CONTINUATION OF THE MUD TAXING AUTHORITY FOR THE EASEMENT. 222
COUNTY AND INCORPORATED AREAS, MAP NO. 48041 CO350E, EFFECTIVE DATE: PURPOSE OF DETENTION POND MAINTENANCE AS SET FORTH IN THE DA. DETENTION ILITIES FOR THIS PHASE ARE LOCATED OFT - ALL OTHER ITEMS ARE NOT SURVEY RELATED AND/OR ARE NOT ADDRESSED BY
MAY 16, 202. 25. STORM WATER •
15. THE OPERATION AND MAINTENANCE OF THE LOCAL STREETS IS BASED ON AN
AND ARE TO BE MAINTAINED i Y THE HOA. THIS PLAT•
5. 1/2 it IRON RODS WITH BLUE PLASTIC CAP STAMPED "KERR SURVEYING"' ALL EXECUTED INTER -LOCAL AGREEMENT 'BETWEEN BRAZOS COUNTY AND BRAZOS 26. COMPACTION OF FILL OR AN ENGINEERED SLAB IS REQUIRED FOR LOTS THAT
BE SET AT ALL LOT CORNERS AND ANGLE POINTS UNLESS NOTED COUNTY MUNICIPAL UTILITY DISTRICT NO. 1. HAVE GREATER THAN 2 FEE " OF FILL. LEGEND
OTHERWISE. 16. THE OPERATION AND MAINTENANCE OF THE MAJOR STREETS IS BASED ON AN 27. THE SUBJECT TRACT LIES IN THE EXTRA -TERRITORIAL JURISDICTION (ETJ)
EXECUTED INTER -LOCAL AGREEMENT BETWEEN BRAZOS COUNTY AND BRAZOS OF THE CITY OF C4M-LEGEA TION.
6. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS. COUNTY MUNICIPAL UTILITY DISTRICT NO. 1. PROPERTY BOUNDARY
28. EASEMENTS AND BUILDING SACK LINES PER DEVELOPMENT AGREEMENT,
7. PROPOSED USES ARE MULTI -FAMILY AND SINGLE-FAMILY COMPLIANCE 17. SIDEWALK MAINTENANCE IS THE RESPONSIBILITY OF THE HOMEOWNERS 12656/190 (O.P.R.B.C.T.). THE SETBACK LINES ARE AS FOLLOWS: RIGHT OF WAY
WITH THE SIGNED 4VELOPMENT AGREEMENT BETWEEN T CITY OF COLLEGE ASSOCIATION. FRONT - 20' -- LOT LINE
STATION A14D MCALISTER OPPORTUNITY FUND 2012, L.P. DATED MARCH 12, SIDE - 5'
2015 REWRDED IN VOLUME 12656, PAGE 190 OF THE OFFICIAL PUBLIC 18. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS REAR - 20' --- -PUBLIC UTILITY EASEMENT (P.U.E)
RECORDS OF BRAZOS COUNTY (AMENDED NOVEMBER 10s, 016). ASSOCIATION. SIDE ET - 15'
PRIVATE DRAINAGE EASEMENT (Pr.D.E)
8. THE DEVELOPMENT AGREEMENT BETWEEN THE CITY AND THE DEVELOPER HAS 19. ELECTRICAL SERVICE FOR THIS DEVELOPMENT IS PROVIDED BY ENTERGY. 29. MAXIMUM IMPERVIOUS COVERI TO BE 65%. THIS MAXIMUM PERCENTAGE IS IN
ESTABLISHED AN EFFECTIVE DATE OF MARCH 12, 2015 RASED ON ARTICLE II ACCORDANCE WITH THE DR E REPORT TITLED, "DRAINAGE REP�IRT FOR � � � - ELECTRICAL EASEMENT (E.E)
OF THE DEVELOPMENT AGREEMENT DA THE PROPOSED DE:VE MEi WILL 20. HOMEOWNERS ASSOCIATION EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE
( )� � SOUTHERN POINTS SUBC�IVISI� N - DETENTION PONDS H & I BRAVOS COUNTY EXISTING PUBLIC TLUT`� EASEMENT (P.U.E)
COMPLY WITH THE UNIFIED DEVELOPMENT ORDINANCE OF THE CITY OF WILL BE REFERENCED IN THE COVENANTS, CONDITIONS, AND RESTRICTIONS MUNICIPAL UTILITY DISTRICT NCB. , 1 ", DATED APRIL 2024 PREPARED BY
COLLEGE STATION AS OF THE "EFFECTIVE" DATE OF THE DA. THEREFORE, THE OF THE SUBDIVISION. SCHULTZ ENGINEERING, LLC.EXISTING PUBLIC DRAINAGE EASEMENT {P.D.E}
EFFECTIVE UDO IS THE FEBRUARY 10, 2015, SUPPLEMENT 4 (EFFECTIVE THIS PLAT BY THE COMMISSIONER'S COURT OF BRAZOS
UDC►). 21. IN APPROVING30. THIS PLAT WAS PREPARED TO REFLECT THE TITLE REPORT PREPARED BY - EXISTING PRIVATE DRAINAGE EASEMENT (Pr.D.E)
COUNTY, TEXAS, IT IS UNDERSTOOD THAT THE BUILDING OF ALL ROADS, AND UNIVERSITY TITLE COMPANY, GF NO. 2405190CS, DATED 11-13-2024. EXCEPTIONS
OTHER PUBLIC THOROUGHFARES AND ANY BRIDGES OR CULVERTS NECESSARY ARE ADDRESSED AS FOLLOWS' EXISTING PUBLIC ACCESS EASEMENT (P.A.E.)
9. PER THE E'��i� LJI'LITY AGREEMENT BETWEEN T CI •OF` ��k'� _
,�. I
- - - - TO BE CONSTRUCTED OR PLACED IS THE RESPONSIBILITY OF THE OWNER(S) - 12656 190 OPRBCT) DEV • ENT AGREEMENT DOES APPLY TO THIS TRACT. LOT �ol�� I ON RGi� SET WITH BLUE
STATION AND BRAZOS COUNTY MUNICIPAL UTILITY DISTRICT NO. 1, T OF LAND COVERED BY THIS PLAT IN ACCORDANCE WITH THE ( / _. M'._ � "
AUGUST 21, 2015 AND AMENDED NOVEMBER 10, 2016, WATER AMID WASTE OF THE TRACT '- (18256/5 OPRBCT) AMENDED AND RESTATED MASTER COVENANT DOES APPLY TOO PLASTIC CAPS STAMPED KERR SURVEYING
WATER SERVICE ARE TO BE PROVIDED BY CITY OF COLLEGE STATION. � PLANS AND SPECIFICATIONS PRESCRIBE[ BY THE COMMISSIONERS COURT OF THIS TRACT, UNLESS OTHERWISE NOTED
BRAZOS COUNTY, TEXAS. SAID COMMISSIONER'S COURT ASSUMES NO - (18257/108 OPRBCT) RESID '11 DEVELOPMENT AREA DECLARATION DOES RIGHT OF WAY CENTERLINE
"X" SET IN CONCRETE
OBLIGATION TO BUILD ANY OF THE ROADS, OR OTHER PUBLIC APPLY TO THIS TRACT.
10. PER THE EXECUTED UTILITY AGREEMENT BETWEEN THE CITY OF COLLEGE�
STATION AND BRAZOS COUNTY MUNICIPAL UTILITY DISTRICTNO. 1, EXECUTED THOROUGHFARES SHOWN ON THIS PLAT, OR OF CONSTRUCTING ANY OF THE - (19246/266 OPRBCT) POLICIES 00 APPLY TO THIS TRACT.
AUGUST 21, 2015 AND AMENDED NOVEMBER 10, 2016, E CITY OF BRIDGES OR DRAINAGE IMPROVEMENTS IN CONNECTION THEREWITH. THE - (17854/89 OPRBCT) PARTIAL. ASSIGNMENT AND ASSUMPTION OF DEVELOPMENT I # BLOCK LABEL
COLLEGE STATION WILL, UPON ACCEPTANCE, OWN AND OP ATE ALL PUBLIC COUNTY WILL ASSUME NO RESPONSIBILITY FOR DRAINAGE WAYS OR AGREEMENT DOES APPLY THIS TRACT.
WATER AND PUBLIC SANITARY SEWER FACILITIES IN BRAZOS COUNTY EASEMENTS IN THE SUBDIVISION, OTHER THAN THOSE DRAINING OR - (15059/179 OPRBCT) IN AND EGRESS EASEMENT RESERVED IN DEED DOES CM} CONTROLUNG MONUMENT FOUND AND USED TO
MUNICIPAL UTILITY DISTRICT NO. 1. PROTECTING THE ROAD SYSTEM. APPLY TO A PORTION OF TRACT. ( ESTABLISH PROPERTY LINES
- (15059/186 OPRBCT) NOTICE DOES APPLY TO A PORTION OF THIS TRACT. OPRBCT OFFICIAL PUBLIC RECORDS of BRAZOS COUNTY,
11. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER 22. IT IS THE RESPONSIBILITY OF THE OWNER, NOT THE COUNTY, TO ASSURE - 105 PRIVATE ACCESS EASEMEIl�15028/47 OPRBCT) DOES LIE ADJACENT TO TEXAS
CITY STANDARDS. COMPLIANCE WITH THE PROVISIONS OF ALL APPLICABLE STATE, FEDERAL AND THIS TRACT AS SHOWN E() RECORDING INFORMATION
LOCAL LAWS AND REGULATIONS RELATING TO THE PLATTING AND - (15485/143 OPRBCT) AMENDMENT TO COVENANTS, CONDITIONS AND
DEVELOPMENT OF THIS PROPERTY. THE COUNTY ASSUMES NO RESPONSIBILITY RESTRICTIONS APPEARS TO APPLY TO THIS TRACT. IOW RIGHT-OF-WAY
41.87'
50.00'
50.00'
66.ice
50.00'
50.00
77W
7.39'
3:
3:
9
44
w
w
w
(Y)
w
w
w
OQ
w
ry)
w
01
�T� p ARC
105 VZO*
LINE. TABLE
IJ N E
I LENGTH j;:DIRECTI
ON
. L1
50.14'
S54e 43' 3 W
L2
33.54'
S8° 20' 17" W
L3
84. 79'
N 21 ° 26' 58*
L4
80.00'
S68° 33' 02"W
L.8
3&36*
N56 ° 26' 58"W
Le
50.00'
N 21' 41 ' 58
L7
35.10'
N 23a 089 :?
L8
80.01'
N68° 33' 0
L9
35.60'
S66° 50' 53
' LIO
65.01'
N 8' 33' 02.7E
L11
35.12'
N230 09' 49k:
L12
50.00'
N67° 35' 37'E
Li 3
19.81'
N50e 27' 4
L14
73.51'
S39° 32' 17"E
L1 5
5'0.00'
50a 2-r 43" E
L16
32.28'
S39` 320 1
L17
31.01 '
S50 ° 2 7' 43
L18
50.05'
S39° 32' 2,hE
L19
34.39'
S7' 00" 31'0
L20
81.3W .
S39 e 3 2' 17'E
LINE TABLE
LINE #
LENGTH
1
DIRECTION
L21
37.28`
SW* 21' 57"E
L22
35.36'
S66° 26' 5811E
L23
65.00'
N 68" 33' 02"E
L24
3&36
N2T 33' 027E
L25
58.77'
N2V 26' 58"W
L26
35.36'
N86° 26' 58"W
L27
35.33'
S5' 29' 44"W
w
L28
16.49'
S39r 32` 17"E
L29
36.33'
N82e 55' 50"W
LX
50.38'
N39° 31' 27"W
L31
55.00'
IN21' 26' 58"W
L32
35.36'
N2,3' 33' 02"E
L33
.37
S84 30 28 E
L34
33.26'
S80 45' 32"W
LIM
44.81'
N5pr -r 437E
L36
107.31'
S111 269 58"E
L37
50.59'
N7T 1_r 58"E
L38
19.81'
N50° 27' 437E
L39
43.65'
N68* JS 02"E-
L40
416.37'
S8. 42' 18"E
--Aurve Table
CURVE #
LENGTH
RADIUS
TA
TANGENT
CHORD
CHORD DIRECTION
C 1
299.17'
1447.50'
01 1 *50'30"
150.12'
298.63'$62.37047
llw
C2
34.84'
3955.00'
' 17"
17.42'
34.84'
S22°09' 15 "E
C
108.92'
345.00'
01 719"
54.92'
108.47'
N59e30'2,3"E
C4
59.05
I J.00
002 "
12
29.53 '
59.04
f „
S51 47 19 W
C5
259.10'
1M.010'
01 1 2' 14"
129.96'
258.68'
N62e56'55"E
C6
314.1 �'
200.00'
090 0100"
200.00 '
M. 4'
866°26'58" E
C7
31.23'
3955.00'
000027'09"
15.61
31.23'
N21*40"32"W
C8
f
140.04
f
460.00
f
01 ! 33„
f
70.56
,
139.50
e f �,
59 49 46 W
C9
243.29'
1275.00'
010° 5159"
122.02'
242.92'
S63°05'03"W
C 10
235.62'
150.00'
090°00'00"
150.00'
212.1310
N66026'58"W
C 11
155.82'
510.00'
01 `21 "
78.5 '
15.22'
N5 e47'52"E
C 12
65.23'
3750.00'
000a59'48"
32.61'
65.23'
N21 56'5211W
C 13
65. 64'
3930.00'
000° 7"'25"
32.82'
65.64'
21 °55'41 "E
C 14
274.89'
1' '5.00'
090 '00"
17 .00'
247.49'
866°26' "E
C15
351.37'
1300.00'
015029'1 1"
176.76'
350.31'
N60'48'27"E
C 16
153.12'
.00'
018 ,19"
77.20'
152.. 48'
° 30' 3 "E
C 17
310.14'
1431.50'
012 4'48"
155.8 '
309.54'
S62020'38 w
C 18
175.20'
337.86'
029°442"
89.62'
173.25'
S78e5322"E
cis
202.73'
316.00'
036°45'32"
1 04.99'
199.28'
S44''3'18"E
C20
197.32',
625.00'
018°05' 19"
99.49'
196.50'
N59°30'231PE:
105' WIDE ACCESS EASEMENT .--�' �-''" •'
(CALLED 2.038 ACRE EXHIBIT "C", V�--
15028/4-7 OPRBCT) ���••,�-----•-
T
i
S OUTHE P SIJBDIV ON
o��
�o
SECTION 600
LOCATION
SECTION, 600
16.281 ACMES
81 LOTS
BLOCK 44, LOTS 1-26
BLOCK 49, LOTS 17-22
BLOCK 50, LOTS �1-33
BLOCK 51, LOTS �6-31
COMMON AREA A 600 - '.850 ACRES
BEING A PORTION OF THE, REMAINDER
OF A CALLED 78.50 AC TRACT
VOLUME 19709 PAGE 255 OPRBCT
STERRETT D. SM" LEAGU SURVEY, A-210
BRAZOS COUNTY, XAS
DEVELOPER: SCALE t" = 50'
_ OCTOBER, 2025
Lennar Homes of Texas
Land and Construction LTI3
.SURVEYOR:
ENGINEER:
5775 N Sam Houston Pkwy West, Suite 900
Houston, TX 77086
T,
(281) 874-1815
DER:
Kerr Surveying, LLC
TBPE ! M NO. 12327
1718 Briarcrest Dr.
911 SOUTHWEST PKWY E.
TPG AG EHC III (LEN)
Bryan, TX 77802
College Station, Texas 77840
8585 E. Dartford Drive, Suite 118
(979) 268-3195
"`
Scottsdale, AZ 85255
-
T13PELS FIRM 4/0018500
(979) 764-3900
(281) 874-1 � 15
Sc�;KER1Zt1i�'V� .�iET :.
SHEET � OF �
• JOB 24- 1343
CERTIFICATE OF OWNERSHIP AND DEDICATION
STATE OF TEXAS
COUNTY OF BRAZOS
We, TPG AG EHC III (LEN) MULTI STATE 5, LLC, owners and (developers of the land
shown on this plat, and designated herein as the Southern Pointe Subdivision, Sect -Ion
600, in Brizos County, Texas, and whose name is subscribed hereto, hereby dedicate
to the use of the public forever all streets, alleys, parks, greenways, Wrastructure,
easements, and public places thereon shown for the purpose and consideration
therein expressed.
TPG AG EHC III (LEN) MULTI STATE 5 LLC, a Delaware I*lm*lttd liability company
By. Essential Housing Asset Management, LLC, an Arizona limited liability company,
its Authorized Agent
By:
Steven S. Benson, its Manager
STATE OF ARIZONA
COUNTY OF MARICOPA
Before me, the undersigned authority, on this day personally appeared Steven S,
Benson, Manager of Essential Housing Asset Manager I nent. L.M. Authorized thorized Agent of
TPG AG EHC III (LEN) MULTI STATE 5. LLC., known to me to be the person whose
name is subscribed to the foregoing instrument, and acknowledged to me that he
executed the some for the purpose and consideration therein, stated.
Given under my hand and seal on this _11- day of 20
E OFFICIAL StAL Notary Public
JAlI`M!t MARI� ADAMS
W." W
10TAW PUBLIC - ARIZONA
MAIWOPA COUNTY
OOMM # 686280
My Cam. Expires July 1, 20'm
CERTIFICATE: Or THE SURVEYOR
STATE OF 'ERAS
COUNTY Or BRAZOS
1, Michael Konetski, Registered Professional Land Surveyor No. 6531, in the State of
Texas, hereby certify that this plat is true and correct and was prepared from an
actual survey of the property and that the property markers and monuments were
placed under my supervision on the ground.
CERTIFICATE OF COUNTY CLERK
Filed for Record
Official Public Records Of:
Brazos County Clerk
On: 1/1612026 10:16:16 AM
In the PLAT Records
Doc Number: 2026-1576405
Volume - Page: 20316-192
Number of Pages: 2
Amount: 72.00
Ordeff: 20260116000050
By: JS
000
County Clerk 111
Brazos County, Texas
CERTIFICATE OF ADMINISTRATOR
.4dministrator of the City of College Station, Texas, hereby
certify thbt this Subdivision Plat conforms to the requirements of the Subdivision
Regulations of the City of College Station.
City Admini:ltrator
City of College Station, Texas
A&•%
CERTIFICATE OF CITY ENGINEER
9 L. a 111
11 City Engineer of the City of College Station, Texas,
hereby certify that this Subdivision Plat conforms to the requirements of the
Subdivision Regulations of the City of College Station.
City Engineer
City of College Station
CERTIFICATE OF COUNTY JUDGE
This subdivision was duly approved by the Commi iQners Court of Brazos County,
11
Texas, as the I Final Plat of Aeh subdivision on 4ta_ day of
.,!Ccy. f �� tri
Signed this the day of 24
Count Judge, Brazos County,, Texas
BLOCK
LOT
AREA (SF)
44
44
1
2
5,7%
44
3
5,750
44
44
4
W"
5,868
6,985
44
6,991
44
7
60741
44
44
44
44
8
97,1
WA00
10
11
dj922
POWAMM
?s217
44
12
5,750
44
13
16750
44
14
5,750
44
15
51750
44
16
5�750
44
44
44
i 7
1
19
6,750
&750
5,750
44
20
5,750
44
21
5,839
44
44
22
n
5,912
U14
44
316
5,915
44
5,916
BLOCK
EELOTI
AREA (SF)
1
44
40
49
26
17
is
71497
597M
57%
419
19
5,750
49
20
5,750
49
21
5,750
49
22
6,696
90
1
5,558
50
2
5,750
50
3
5,750
4
5,750
50
5
5,750
so
8
5 [:5;,750
so
7
5,750
so
8
5,750
50
9
5,750
50
10
5,750
50
11
5,750
50
12
5,970
50
13
6,154
50
14
6,154
50
15
6,912
50
16
7,936
50
17
6,200
0
18
67026
BLOCK I
LOT
AREA (SF)
19
5,939
50
20
5,851
50
21
5,750
50
22
5,750
50
23
5,750
24
5,750
50
25
5,750
50
26
5,750
27
5,750
50
28
5,750
50
29
5,750
50
30
6,363
31
9,326
50
32
7,518
$0
33
57944
51
16
6,474
44
17
6,091
$1.
18
5,M
51
19
5,750
11"
20
5,750
21
5,750
51
22
5,750
041
23
24
5,750
5,750
25
5,750
BLOCK
LOT
AREA (SF)
51
26
5,750
51
27
5,750
51
28
511750
51
29
5,750
51
30
5,750
51
31
6,589
BLOCK
I LOT
I AREA (SF)
44
1 COMMON AREA A 600
1. 37,008 1
FIELD NOTES DESCRIPTION
OF A
16.281 ACRE TRACT
STERRETT D. SMITH LEAGUE SURVEY, ABSTRACT NO. 210
BRAZOS COUNTY, TEXAS
A FIELD ?407ES DESCRIPTION OF 16.281 ACRES IN THE STERRETT D. SMITH LEAGUE SURVEY,
ABSTRACT 40,* 210, IN BRAZOS COUNTY, TEXAS, BEING A PORTION OF THE A CALLED 78.50
ACRE TRACT CESCRIBED IN A DEED TO TPG AG EHC 11 (LEN) MULTI STATE 5, LLC IN
VOLUME 19709, PAGE 255 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS
(OPRBCT); SAID 16.281 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES S AND
BOUNDS AS FOLLOWS:
BEGINNING at a northwest corner of the existing right-of-way of Mather Parkway (70 wide
right-of-way cis shown on the plat of Southern Pointe Subdivision Section 111 filed in
Volume 18657, Page 120 OPRBCT) and an interior cornier of said called 78.50 acre tract;
THENCE, severing said called 78.50 acre tract for the following twenty-three (23) courses
and distances:
1) N 21 " 26' 58 W a distance of 325.21 feet;
2) N 66" 26' 58" W G distance of 35.36 feet;
3) N 21" 41 58" W a distance of 50.00 feet;
4) N 230 OW 36 E a distance of 35.10 feet;
5) N 68; 33* 02" E a distance of 80.01 feet;
6) S 66" 50' 5 3* E a distance of 35.60 feet;
7) N 68, 02" E a distance of 65.01 feet;
8) N 23" CW 49" E a distance of 35.12 feet;
9) N 6 7* 35 37 E a distance of 50.00 feet-,
10) With a non-tongent curve to the right having a radius of 3,955.00 :-feet, an arc
length of 34.84 feet, a delta angle of 00* 30 17", and a chord which bears S 22*
N 9 15" E a distance of 34.84 feet;
11) N 68" 33) 02" E a distance of 677.18 feet-,
12) With a tangent curve to the left having a radius of 345.00 feet, an lorc length of
108.92 foet, a delta angle of 18" 052 19", and a chord which bears N 59"! 30' 23" E a
distance of 108.47 feet;
13) N 50's 271 43 111 E a distance of 19.81 feet;
14) S 39' 32' 17'9 E a distance of 73.51 feet;
15) N 50* 27 43 E a distance of 50.00 feet;
16) S 39- 3211 1702 E a distance of 32.28 feet;
17) N 50* 27* 43 22 E a distance of 115.00 feet-,
18) S 39- 32' 17" E a distance of 311.63 feet;
19) S 50" 272 43 21 W a distance of 31.01 feet-,
20) With a tangent curve to the right having a radius of 1,275.00 feet, an Uric length of
59.05 feet, a delta angle of 02* 39' 12", and a chord which bears S 51" 47' '19" W a
distance of 59.04 feet;
21) S 39- 32 292' E a distance of 50.05 feet;
22) S 07* OV 31 1`2 W a distance of 34.39 feet;
23) S 39" 32) 17 E a distance of 81.30 feet to a 1/2 inch iron rod found (all rods
found with blue plastic caps stamped "KERR SURVEYING" unless otherwise noted) on a
n orth corner of right-of-way intersection depicted on the plat of Southern Pointe
Subdivision Section 700 filed in Volume 20014, Page 100 (OPRBCT); for �eference, the
City of College Station monument CS:94-154 bears S 62' 06' 59" E a, distance of
4,456.58 feet;
THENCE, with the north platted right-of-way of said So'uthern Pointe Parkway (20014/100
OPRBCT) for the following three (3) courses and distances:
1) S 54- 43) 37 W a distance of 50.14 feet to a 1/2 inch iron rod found;
2) S 080 20' 17 W a distance of 33.54 feet to a 1/2 inch iron rod found-,
3) With a non -tangent curve to the right having a radius of 1,447.50 feet,
pn arcs length
of 2'99.17 feet, a delta angle of 11 50' 30", and a chord which bears S 62* 37 47
W a distance of 298.63 feet to a 1/2 inch iron rod found;
THENCE, ' continuing with said northwest right-of-way of Southern Pointe Parkway (1050
wide riqht-"-of-way, 20014/1001 18657/120 OPRBCT), S 68* 33' 02" W passing at a
distance 'of .570.25 feet a 1/2 inch iron rod found on said northwest right-of-way of
Southern Puente Parkway being a northern corner of said Section 111, and continuing for a
total distance of 730.46 feet;
THENCE, with said platted rights -of -way of Section 111 for the following three (3) courses
an d distan
1) N 66* 2W 51B 7P W a distance of 141.42 feet;
2) N 21- 26* 58 13 W a distance of 84.79 feet;
3) S 68" 311630' 02" W a distance of 80.00 feet to the POINT OF BEGINNING hereof and
containing 16.281 acres of land, more or less. I
iNNIZI-1 I VA - - "aw-1w. N
N
0
SECTION 600
NOT TO SCA�� �1
U1.1�� �
•FLOCATION
SA �25
ji g g gp_
K
-ot
44
PEACTi CRF-1tX CUT OFF R0
T
FI-NAL P,.LAT
SOUTIHER 4 POINTE1 SIJBDIVISION
SECTION 600
!I
16.281 ACRES
s 1 LOTS
BLOCK 44, LOTS 1-26
BLOCK 49, LOTS 17-22
BLOCK 50., LOTS 1-33
BLOCK 51, LOTS 1 6-31
COMMON AREA A 600 - .850ACRES
BEING A PORTION OF THE REMAINDER
OF A CALLED 78.50 ACRE TRACT
VOLUME 19709, PAGE 2 5 OPRBCT
STERRETT D. SMITH LEAGU SURVEY,, A-2 10
BRAZOS COUNTY, TEXAS
DEVELOPER: SCALE 1 50'
()CTC)RF_R ?0?,S
Lennar Homes of Texas
Land and Construction LTD
SURVEY -OR:
EN G LER:
5775 N Sam Houston Pkwy West, Suite 900
Houston TX 77086
`5JRVEYiNG
KERR
(281) 874-1815
O"ER-:
Kerr Svirveying, LLC
TBPE FIRM NO. 12327'
1718 Briarcrest Dr.
911 SOUTHWEST PKWY E.
TPG AG EHC III (LEN)
Bryan FX 77802
College Station, Texas 77840
8585 E. Hartford Drive, Suite 118
(979) 268-3195
000
(979) 764-3900
Scottsdale, AZ 85255
TBPELS FIRI,\4 # 1oat 990
SURVEYS C&,KERR SURV EYTHIGNU (281) 874-1815
2 OF 2
JOB 24-1343•SHEET
T