HomeMy WebLinkAboutSOUTHERN POINTE SEC701105' WIDE ACCESS AND UTILITY EASEMENT
(CALLED 2.038 ACRE EXHIBIT "C",
15028/47 OPRBCT)
SOUTHERN POINTE PARKWAY
105' ROW - 63' PAVEMENT
NW 27 43'E
872.37'
N /F
PHILLIPS 3 LAND
HOLDINGS, LLC
REMAINDER OF A CALLED
374.89 ACRE "TRACT 1"
(17376/228 OPRBCT)
0
50.
N/F
3 LAND
OPHILLIPS
r HOLDINGS, LLC
I REMAINDER OF A
I
W CALLED 374.89 ACRE
"TRACT 1"
S.D.SMITH LEAGUE,
S.E. A-210
toco
(17376/228 OPRBCT)
N 93 15.00' 20' PUE , �;jr �,;, ft
16.00' 16.00' N50' 27 43'E -
'(
5i�73.0
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10
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250 00 308.00
16.00' 22.s3'
N502743E 324.00SS.27'_.43'W _- 2,0.3T N50 27 43E 250.00 50.0050.00' 50.00' 50.00' 50.00' 50.00' 74.00
9
20 PUE 50.00' 50.00' 50.00' 50.000' PUE 15' PAE 121310' PUE5' PUE (20014/100) N� 8220014/100) w w w w w w (18712/184)20' PUE(171/184)
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UE
O O 0 O 001 0 O O O O
o O I o I O 100o17
13 14 , o�16 o�r7 N8N9 N10 N11 �12 ��N
PO n �nL0 n N roI�roI0 O O o OOI O O O O O co Y(
1/2" IRON ROD FOUND WITH
co
Z
19' PUE O O O O rn 0) M 0) 0 0) 0) I Cr1 BLUE PLASTIC CAP
(20014/100) 19 PUE 40 Z 19 PUE 40 z STAMPED "KERR SURVEYING"
13.00' 15.00,
ELDORA DRIVE
50' ROW - 27' PAVEMENT
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
35.36'
N84' 32' 17"W
L2
50.00'
S50' 27' 43"W
L3
35.36
S5' 27' 43"W
L4
35.36'
N84' 32' 17"W
L5
50.00'
S50' 27' 43"W
L6
35.36'
S5' 27' 43"W
L7
63.00'
S50' 27' 43"W
L8
35.36'
N5' 27' 43"E
L9
50.00'
N50' 27' 43"E
L10
35.36'
S84' 32' 17"E
L11
35.36'
S5' 27' 43"W
L12
71.00'
S39' 32' 17"E
L13
35.36'
S84' 32' 17"E
L14
50.00'
S39' 32' 17"E
L15
50.00'
S50' 27' 43"W
L16
35.36'
N5' 27' 43"E
L17
35.36'
S84. 32' 17"E
L18
35.36'
N5' 27' 43"E
L19
35.36'
S84' 32' 17"E
L20
35.36'
S5' 27' 43"W
L21
35.36'
S84' 32' 17"E
Curve Table
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C1
57.67'
1552.50'
002'07'42"
28.84'
57.67'
S51'31'34W
C2
57.68'
1447.50'
002' 16'59"
28.84'
57.67'
N51'36' 12"E
C3
1 57.67'
1500.00'
002-12'11"
28.84'
57.67'
N51.33'48"E
VICINITY MAP
G40
P NOT TO SCALE
I � i
It
�,,
50.00'
37.00'
50.00'
50.00'
50.00'
40
50.00'
50.00'
50.00'
S0.Do'
50.00'
S8.00'
-
L7
9W 27 43V - 5=V.00'
ELDORA DRIVE
NW 27' 43'E
ELDORA DRIVE
O
LO
20' PUE
(18712/184)
140.00'
280.00'
140.00'
50.00' 0 J
50' ROW - 27' PAVEMENT
50' ROW - 27' PAVEMENT
O
15' PUE
NW 27 43'E - 90.00'
NNY 27 4QE -180.00'
NW 27 43'E - 90.00'
(18712/184)
o
90.00'
so.o0'
��
L15
0
o
15' PUE
01
15' PUE
15' PUE
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15' PUE
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15' PUE
10
(20014/100)24
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1
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24
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WITHO
70
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10' PrDE
- -
115.00
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- -
115.00'
- -
115.00'
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115.00' -
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(20014/100)
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19' PUE
(20014/100)
SOUTHERN POINTE
SUBDIVISION
I S50' 27 43 W
z
50' 27' 43 E-
I
N50' 27' 43 E
z
�
„
S50' 27 43 W-
1/2- IRON ROD
FOUND WITH
SECTION 700
+
115.00
,
115.00
115.00
+
115.00
BLUE PLASTIC CAP
"KERR
(20014/100)
I
I
STAMPED
SURVEYING"
0
33 22
F06
19' PUE 3
I I I
o
19' PUE
32 22
10
I
0
19' PUE 3
0
o
0
0II
S50' 27' 43"W
1.
50' 27' 43"E-
N50' 27' 4YE
I
S50' 27' 43" W-
io' PUE
115.00'
115.00' -
115.00'
115.00' -
19' PUE
(20014/100)�
19' PUE
Io
(18712/184)
0
oI
21
o
I o
0
0
I
10' 4
01
0
21
0
0
I
0
o
I 10, 4
0
10' PrDE
0
0
0
PrDE
I � I
LO
�
PrDE
to
(20014/100)
I
S50' 27 43 W
I
50' 27 43 E-
,
N50' 27 43 E
I +'
S50' 27 43 W-
SOUTHERN POINTE
(-
___
SUBDIVISION
115.00'
115.00'
115.00'
115.00'
SECTION 106
20' PUE
1
(18712/184)
0
20
0
1
0
5
101
20
0
0
I 5
0
I
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L
LO I
Ln
I I
I L
to
to
10' PUE
-
- -
10' PrDE
`.'.
+
S50' 27 43 W
1 115.00'
1
50' 27 43 E-
115.00'
O
N50' 27 43"E
115.00'
„
S50' 27 43 W-
i 115.00' -
(18712/184)
I O Q o
(20014/100) 0 0 O v o 0 0 0 O 0 0
30 19 00 No Oo I 10' 6 I� p1 19 I 00 No 0 . 10' 6 oN
�1 1 0 1� NLO LO 0 0 PrDE N I PrDE I �p 1/2" IRON ROD FOUND WITH
4n BLUE PLASTIC CAP
-- -- - S50' 27 43 W 50' 27 43 E-� I N50' 27 43 E S50' 27 43 W- 1 STAMPED "KERR SURVEYING"
_._ a .._ - - - - -� - - - -
s' PUE 115.00' 115.00' - 1 15.00' 1 15.00'
(20014/100) 0 10' PUE o COq 0 01 0 CM 0 10' PUE 0-
ol 18 1 0a 7 M10) o 18 0 0 1 7 0
LO
L11S50' 27' 43"W i 50' 27' 43"E- N50' 27' 43"E S50' 27' 43"W-
- - - - - - - -
115.00' I 115.00' 115.00' I 115.00' -
0 I 17 0 0 10' 8 I o I 17 0 0 10' 8 l 0
o ( o o PrDE 10 0 0 I PrDE 0
0
o
10 PrDE
(20014/100)
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S50' 27_43 W
50'_27_43 E- N50'_27_43 E
1 50' 27_43 W-
0
-
'
115.00'
115.00' - 115.00'
115.00' -
D O
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;;
i 1
Q 16 0
I
19' PUE
0 19' PUE 9 0 16 10
1
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10' PrDE
(20014/100)
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--- I � - PEACH CREEK CUT OFF RD
_
S50 27 43 W d -N50 27 43 E- N50 27 43 E S50 27 43 W-
C _ rn 1/2" IRON ROD FOUND WITH
O - - BLUE PLASTIC CAP
10 PUE 115.00 y 115.00 115.00 115.00
10' p
N O 10' STAMPED "KERR SURVEYING"
(20014/100) 01 19' PUE 0 ; 0 PrDE 0I 20' PUE 0 - O 0 PrDE I0
0 15 10 C 0 I 10 32 10 15 I 0 d 0 I 19' PUE 10 31 0
Lc)L � 1 Ln LO r I�
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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 COMMERCIAL, INSTITUTIONAL, MULTI -FAMILY,
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 LIDO).
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 AND 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.
LEGEND
PROPERTY BOUNDARY
RIGHT OF WAY
- -
LOT LINE
-PUBLIC UTILITY EASEMENT (PUE)
-
- PUBLIC ACCESS EASEMENT (PAE)
- - -
- PRIVATE DRAINAGE EASEMENT (PrDE)
EXISTING PUBLIC UTILITY EASEMENT (PUE)
- -
-- EXISTING ELECTRICAL EASEMENT (EE)
- - - EXISTING PRIVATE DRAINAGE EASEMENT (PrDE)
LOT CORNER - 1/2" IRON ROD SET NTH BLUE
®
PLASTIC CAPS STAMPED "KERR SURVEYING"
UNLESS OTHERWISE NOTED
®
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
()
RECORD INFORMATION
ROW
RIGHT-OF-WAY
S50' 27_43 W 1 50'_27_43 E- N50'_27_43 E m S50' 27 43 W-
10' PrDE 115.00' 115.00' 115.00' 115.00' $ O
(20014/100) O
0 14 0 0 10' 11 101 14 0 0 0 ' o
0( 33 I o 0 PrDE 0 32 C I 0 I PrDE 11 1 0
,4» I I „
- S50 27 43 W 50 27 3 E- N50 27 43 E S50' 27' 43"W- C
115.00' _ _ 115.00' 115.00' _ _ 115.00'
TW
15' PUE
(18712/184)
FO ND WITH 13 ,6.�` I 12 0 13 I M M 12 01/2" IRON ROD U i I 0
BLUE PLASTIC CAP ' 50 ' I 15' PUE L515' PUE 0 15' PUE �LZ15' PUESTAMPED "KERR SURVEYING"J L t
90.00' 90.00' G
15' PUE
27' 43'W - 90.
SW 27' 43-180.00'
27 43'W - 90.
(20014/100)
SOUTHERN POINTE
SUBDIVISION
1/2" IRON ROD FOUND WITH PATRIOT DRIVE
1/2" IRON ROD FOUND WITH
N �n
POINT OF BEGINNING
1/2" IRON ROD FOUND WITH
SECTION 103
BLUE PLASTIC CAP
++ ' ' soRow - 27PAVEMENT
STAMPED KERR SURVEYING"
BLUE PLASTIC CAP
"KERR
N
BLUE PLASTIC CAP
STAMPED "KERR SURVEYING'
(18123/233)
STAMPED SURVEYING"
00
_
tJ+ C 0
rn
SOUTHERN POINTE
i;
Z rn
U`s�
SUBDIVISION
o
C"
SECTION 101
o
SOUTHERN POINTE
¢
(17135/180)
SUBDIVISION
SECTION 102
J
LA o
n
(17710/93)
o
o' Z
_'>
��
-
z
m
Z
I
I
50 25 0 50
SCALE IN FEET
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, OTHER THAN THOSE DRAINING OR PROTECTING THE ROAD
SYSTEM.
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 BEFORE THE ROADS IN THE SUBDIVISION HAVE
FINALLY BEEN ACCEPTED FOR MAINTENANCE BY THE COUNTY.
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. THE SUBJECT TRACT LIES WITHIN THE EXTRA -TERRITORIAL JURISDICTION (ETJ)
OF THE CITY OF COLLEGE STATION.
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 - DETENTION PONDS H & 1 BRAZOS COUNTY
MUNICIPAL UTILITY DISTRICT NO. 1", DATED APRIL 2024 PREPARED BY
SCHULTZ ENGINEERING, LLC.
30. THIS PLAT WAS PREPARED TO REFLECT THE TITLE REPORT PREPARED BY UNIVERSITY
TITLE COMPANY, GF NO. 2404559CS, DATED 07-23-2024.
EXCEPTIONS ARE ADDRESSED AS FOLLOWS:
- (12656/190 OPRBCT) DEVELOPMENT AGREEMENT DOES APPLY TO THIS TRACT AS
PARTIALLY ASSIGNED (17854/89 OPRBCT).
- (18256/5 OPRBCT) AMENDED AND RESTATED MASTER COVENANT DOES APPLY TO
THIS TRACT.
- (18257/108 OPRBCT) RESIDENTIAL DEVELOPMENT AREA DECLARATION DOES APPLY
TO THIS TRACT.
- (18267/108 OPRBCT) COMMERCIAL DEVELOPMENT AREA DECLARATION DOES NOT
APPLY.
- (6090/61; PARTIALLY RELEASED IN 13445/58 OPRBCT) 30' WIDE PIPELINE
RIGHT-OF-WAY EASEMENT TO FERGUSON BURLESON COUNTY GAS GATHERING
SYSTEM DOES NOT APPEAR TO CROSS THIS TRACT.
- (15059/179 OPRBCT) INGRESS AND EGRESS EASEMENT RESERVED IN DEED DOES
APPLY TO A PORTION OF THIS TRACT.
- (15281/77 OPRBCT) PARTIAL ASSIGNMENT AND ASSUMPTION OF DEVELOPMENT
AGREEMENT DOES APPLY TO A PORTION OF THIS TRACT.
- (14905/63, 75 OPRBCT) UNRECORDED RIGHT OF WAY AGREEMENT TO SPEEDWAY
SWD LIMITED DATED 5-3t-1994, AMENDED AS VARIABLE WIDTH GSI EASEMENT
DESCRIBED IN 14905/63 AND 14905/75 DOES NOT CROSS THIS TRACT AND IS
NOT SHOWN HEREON.
- (15485/143 OPRBCT) AMENDMENT TO COVENANTS, CONDITIONS AND RESTRICTIONS
DOES APPLY TO THIS TRACT.
- (13644/17 OPRBCT) BLANKET RIGHT OF INGRESS AND EGRESS RETAINED BY
EXXONMOBIL PIPELINE COMPANY DOES APPLY TO THIS TRACT.
- (15434/69; 15435/250; 15555/269 OPRBCT) LICENSE AND MEMORANDUM
AGREEMENT AND CORRECTION DO APPLY TO THIS TRACT. EXCLUSIVE EASEMENT
AND LICENSE AGREEMENT GRANTING PM FIBER, LLC USE OF DEDICATED UTILITY
EASEMENTS DOES APPLY TO THIS TRACT.
- (18685/29 OPRBCT) BLANKET ENTERGY RIGHT OF WAY EASEMENT DOES APPLY TO
THIS TRACT.
- (18712/186 OPRBCT) TEMPORARY BLANKET EASEMENT TO THE CITY OF COLLEGE
STATION DOES APPLY TO THESE TRACTS.
- ALL OTHER RESTRICTIONS AND ITEMS DO NOT APPLY OR ARE NOT ADDRESSED
HEREON. ADDITIONAL EASEMENT NOTES BELOW.
- (15028/47 OPRBCT) 10fr WIDE ACCESS AND UTILITY EASEMENT DOES CROSS THIS
TRACT AS SHOWN HEREON.
FINAL PLAT
OF
SOUTHERN POINTE
SUBDIVISION
SECTION 701
12.804 ACRES
59 LOTS
BLOCK 31, LOTS 1-12
BLOCK 32, LOTS 1-24
BLOCK 33, LOTS 13-24
BLOCK 40, LOTS 7-17
COMMON AREA A 701 - 0.250 ACRES
BEING A PORTION OF THE REMAINDER
OF A CALLED 374.89 ACRE ("TRACT 1 ")
VOLUME 17376, PAGE 228 OPRBCT
STERRETT D. SMITH LEAGUE SURVEY, A-210
BRAZOS COUNTY, TEXAS
SCALE V = 50'
MARCH, 2026
DEVELOPER: SURVEYOR: ENGINEER
BV Southern Pointe Development, INC.
1140 Midtown Drive
College Station, TX 77845
OWNER:
Phillips 3 Land Holdings, LLC
1140 Midtown Drive
College Station, TX 77845
KERR
SURVEYING
Michael Konetski, RPLS No. 6531
Kerr Surveying, LLC
1718 Briarcrest Drive
Bryan, TX 77802
(979)268-3195
TBPELS FIRM # 10018500
KERR JOB 24-672
SCHULTZ
TBPE NO. 12327
911 SOUTHWEST PKWY E.
College Station, Texas 77840
(979) 764-3900
SHEET 1 OF 2
CERTIFICATE OF OWNERSHIP AND DEDICATION
STATE OF TEXAS
COUNTY OF BRAZOS
We, Phillips 3 Land Holdings, LLC, owners and developers of the land shown on this
plat, and designated herein as the Southern Pointe Subdivision, Section 701, in Brazos
County, Texas, and whose name is subscribed hereto, hereby dedicate to the use of
the public forever all streets, alleys, parks, greenways, infrastructure, easements, and
public places thereon shown for the purpose and consideration therein expressed.
PHILLIPS 3 LAND HOLDINGS, LLC, a Texas limited liability company
By: Its Managing Member
GREENS PRAIRIE INVESTORS, LTD., a Texas limited partnership
By: Its General Partner
GREENS PRAIRIE ASSOCIATES, LLC, a T as limited liability company
By.-�- -- -
allace Phillips, Manager an Governing Person
B y: 1)",�,a__-----------
Dawn Phillips, Governing IVerson
By: Its Managing Member
CASCADE POINTE, LP, a Texas limited partnership
By. Its General Partner
CASCADE POINTE GP, LLC, a Texas limited liability company
By- --ws�l��"q -t ----
Wallace S. Phillips III, Manag
._ . lit ` �
By; -mow- v �` 1 • -•
Dawn Phillips, Manager
STATE OF TEXAS
COUNTY OF BRAZOS
Before me, the undersigned authority, on this day personally appeared Wallace Phillips,
Manager and Governing Person of Greens Prairie Associates, LLC, General Partner of
Greens Prairie Investors, Ltd., Managing Member of Phillips 3 Land Holdings, 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. .^
I on this 3 LSf day of �r ____, 20-_
;o �RY P&s�; RICHARD C. FLORES
a: ° = Notary Public, State of Texas
°. : 4 Comm. Expires 03/29/2028
Notary ID 128935919
„FOF n No ary Pu ic, Brazos County, Texas
STATE OF TEXAS
COUNTY OF BRAZOS
Before me, the undersigned authority, on this day personally appeared Dawn Phillips,
Governing Person of Greens Prairie Associates, LLC, General Partner of Greens Prairie
Investors, Ltd., Managing Member of Phillips 3 Land Holdings, LLC, known to me to be
the person whose name is subscribed to the foregoing instrument, and acknowledged
to me that she executed the same for the purpose
rpose and consideration therein stated.
Given under my hand and seal on this 31s day of _ 20A .
�ViY .10 RICHARD C. FLORES
a°O * Notary Public, State of Texas N ory Pu ic, Brazos County, Texas
*' Comm. Expires 03/29/2028
=''+ �.�� Notary ID 128935919
STATE OF TEXAS
COUNTY OF BRAZOS
Before me, the undersigned authority, on this day personally appeared Wallace S.
Phillips III, Manager of Cascade Pointe GP, LLC, General Partner of Cascade Pointe LP,
Managing Member of Greens Prairie Associates, LLC, General Partner of Greens Prairie
Investors, Ltd., Managing Member of Phillips 3 Land Holdings, LLC, known to me to be
the person whose name is subscribed to the foregoing instrument, and acknowledged
to me that he executed the same for the purpose and consideration therein stated.
Vlvvfl ulluuf Illy 11ullu ullu SCVI ull 1I11J
o°gY ploy,
RICHARD C. FLORES
Notary Public, State of Texas
Comm. Expires 03/29/2028
Notary ID 128935919
COUNTY OF BRAZOS
��_day of _ 20 -?A-.
Notary PulCc,-Brazos County, Texas
Before me, the undersigned authority, on this day personally appeared Dawn Phillips,
Manager of Cascade Pointe GP, LLC, General Partner of Cascade Pointe LP, Managing
Member of Greens Prairie Associates, LLC, General Partner of Greens Prairie Investors,
Ltd., Managing Member of Phillips 3 Land Holdings, LLC, known to me to be the
person whose name is subscribed to the foregoing instrument, and acknowledged to
me that she executed the some for the purpose and consideration therein stated.
Given under my hand and seal on this 31 Air -
ay of A4!!�/�'=!----, 20
RICHARD C. FLORES
Notary Public, State of Texas
Comm. Expires 03/29/2028
,h* of
Notary ID 128935919
----------------
'1�otarye5ublic, Brazos County, Texas
CERTIFICATE OF THE SURVEYOR
STATE OF TEXAS
COUNTY OF BRAZOS
I, 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.
{ ... .......t...
WCNAEL KONET*iWi
� .....................
8531
CERTIFICATE OF COUNTY CLERK
Filed for Record
Official Public Records Of
Brazos County Clerk
On: 5/22/2026 8:52:59 AM
In the PLAT Records
Doc Number: 2026-1586815
Volume -Page: 20568 - 20
Number of Pages: 2
Amount: 72.00
Order#:20260522000021
By: JV
1: 0,
SI/ i
k
i
R.P.L.S. No. 6531
00,
-�v�-
Co t Cler
Brazos County, Texas
CERTIFICATE OF ADMINISTRATOR
1,Administrator 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.
�;d �tror
City of College Station, Texas
CERTIFICATE OF CITY ENGINEER
I, _0e L___ `_, 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. 4%
A 19 kgq(16"
------
City Engineer
City of College Station
CERTIFICATE OF COUNTY JUDGE
This subdivision was duly approved by the Commiss. hers Court of Brazos County,
Texas, s the Final Plat of such subdivision on 2___ day of
___ F►PP a=c..
Signed this the day of _�/Zu_f 202'�
County Judge Brazos County, Texas
PHASE
BLOCK
LOT
AREA (SF)
701
31
1
6,588
701
31
2
5,750
701
31
3
5,750
701
31
4
5,750
701
31
5
5,750
701
31
6
5,750
701
31
7
5,750
701
31
8
5,750
701
31
9
5,750
701
31
10
5,750
701
31
11
5,750
701
31
12
6,587
701
32
1
6,588
701
32
2
5,750
701
32
3
5,750
701
32
4
5,750
701
32
5
5,750
701
32
6
5,750
701
32
7
5,750
701
32
8
5,750
701
32
9
5,750
701
32
10
5,750
701
32
11
5,750
701
32
12
6,587
701
32
13
6,587
701
32
14
5,750
701
32
15
5,750
701
32
16
5,750
701
32
17
5,750
701
32
18
5,750
701
32
19
5,750
701
32
20
5,750
701
32
21
5,750
701
32
22
5,750
701
32
23
5,750
701
32
24
6,588
701
33
13
6,587
701
33
14
5,750
701
33
15
5,750
701
33
16
5,750
701
33
17
5,750
701
33
18
5,750
701
33
19
5,750
701
33
20
5,750
701
33
21
5,750
701
33
22
5,750
701
33
23
5,750
701
33
24
6,588
701
40
7
5,250
701
40
8
5,250
701
40
9
5,250
701
40
10
5,250
701
40
11
5,250
701
40
12
5,250
701
40
13
5,250
701
40
14
5,250
701
40
15
5,250
701
40
16
5,250
701
40
17
8,362
PHASE
BLOCK
LOT
AREA (SF)
701
40
COMMON AREA A 701
10,871
FIELD NOTES DESCRIPTION
OF A
12.804 ACRE TRACT
STERRETT D. SMITH LEAGUE SURVEY, ABSTRACT NO. 210
BRAZOS COUNTY, TEXAS
A FIELD NOTES DESCRIPTION OF 12.804 ACRES IN THE STERRETT D. SMITH LEAGUE
SURVEY, ABSTRACT NO. 210, IN BRAZOS COUNTY, TEXAS, BEING A PORTION OF THE
REMAINDER OF A CALLED 374.89 ACRE TRACT DESCRIBED AS 'TRACT 1' IN A DEED TO
PHILLIPS 3 LAND HOLDINGS LLC, A TEXAS LIMITED LIABILITY COMPANY IN VOLUME
17376, PAGE 228 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS
(OPRBCT); SAID 12.804 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
BEGINNING at a 1/2 inch iron rod found (all 1/2 inch iron rods found with blue
plastic caps stamped `10ERR SURVEYING" unless otherwise noted) on the northwest
right-of-way of Patriot Drive (50' right-of-way, 17135/180; 17710/93 OPRBCT)
marking the south corner of Lot 13, Block 31, Southern Pointe Subdivision Section
106 (18712/184 OPRBCT) and the east corner hereof; from which the City of College
Station GPS Monument CS94-154 bears S 52' 51' 55" E a distance of 3,279.98;
THENCE, with said right-of-way of Patriot Drive and the platted northwest lines of
Southern Pointe Subdivision Section 102 (17710/93 OPRBCT) for the following nine (9)
courses and distances:
1) S 50' 27' 43" W a distance of 90.00 feet to a 1/2 inch iron rod found;
2) N 84' 32' 17" W a distance of 35.36 feet to a 1/2 inch iron rod found;
3) S 50' 27' 43" W a distance of 50.00 feet to a 1/2 inch iron rod found;
4) S 05' 27' 43" W a distance of 35.36 feet to a 1/2 inch iron rod found;
5) S 50' 27' 43" W a distance of 180.00 feet to a 1/2 inch iron rod found;
6) N 84' 32' 17" W a distance of 35.36 feet to a 1/2 inch iron rod found;
7) S 50' 27' 43" W a distance of 50.00 feet to a 1/2 inch iron rod found;
8) S 05' 27' 43" W a distance of 35.36 feet to a 1/2 inch iron rod found;
9) S 50' 27' 43" W a distance of 90.00 feet to a 1/2 inch iron rod found;
THENCE, severing said remainder of called 374.89 acre tract for the following thirteen
(13) courses and distances:
1) N 39' 32' 17" W a distance of 670.00 feet;
2) S 50' 27' 43" W a distance of 63.00 feet;
3) N 39' 32' 17" W a distance of 121.00 feet;
4) S 50' 27' 43" W a distance of 249.37 feet;
5) With a tangent curve to the right having a radius of 1,552.50 feet, an arc
length of 57.67 feet, a delta angle of 02' 07' 42", and a chord which bears S
51' 31' 34" W a distance of 57.67 feet;
6) N 39' 32' 25" W a distance of 105.08 feet;
7) With a non -tangent curve to the left having a radius of 1,447.50 feet, an arc
length of 57.68 feet, a delta angle of 02' 16' 59", and a chord which bears N
51' 36' 12" E a distance of 57.67 feet;
8) N 50' 27' 43" E a distance of 822.37 feet;
9) N 05' 27' 43" E a distance of 35.36 feet;
10) N 50' 27' 43" E a distance of 50.00 feet;
11) S 84' 32' 17" E a distance of 35.36 feet;
12) S 39' 32' 17" E a distance of 105.00 feet;
13) S 05' 27' 43" W a distance of 35.36 feet;
THENCE, partly severing said remainder of 374.89 acre tract and partly with the
southwest line of Lot 36, Block 13, Southern Pointe Subdivision Section 106, S 39' 32'
17" E a distance of 71.00 feet to a 1/2 inch iron rod found marking a southwest
corner of said Lot 36, Block 13;
THENCE, continuing with the exterior platted boundary of said Section 106 for the
following four (4) courses and distances:
1) S 84' 32' 17" E a distance of 35.36 feet to a 1/2 inch iron rod found;
2) S 39' 32' 17" E a distance of 50.00 feet to a 1/2 inch iron rod found;
3) S 50' 27' 43" W a distance of 50.00 feet to a 1/2 inch iron rod found;
4) S 39' 32' 17" E a distance of 620.00 feet to the POINT OF BEGINNING hereof
and containing 12.804 acres of land, more or less. Surveyed on the ground in
2022-2024 by this professional land surveying firm and under my supervision.
VICINITY MAP
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NOT TO SCALE