HomeMy WebLinkAboutMISSION RANCH PH40560 30 0 60
SCALE IN FEET
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` \ 1PUE 18 / --� PUBLIC R.O.W. \\
166 508/62 15' PDE PRIVATE R.O.W. COMMON AREA
\\ 1 3 16309/235 / 19 MISSION RANCH 47 & PAI";
24 11 �, 2I? l PLAT,A165Q8/62 16508/62 SE 402 10' PUE 7P A Pr P O W. L11 5�. 9 �• FL 91���i /
1 15 14 5' PUE & PDE 3' \ % 21 �2 & H.O.A.Cm.A. 5' �`� ,��
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16 16508/62 / �. T\ ' f (ts5o8/62) PUE co Ap.
MISSION RANCH \ 2� wo ��ry ' N00
A��FyF
PHASE 403 / o �a�"� VARIABLE � 10 n
e�
PLAT, 18227/77 � 16 MISSION RANCH 'y` WIDTH a 1 ' 3 PUE 77 7'
s _ / PHASE 402 PUE +� w ^ 5' ' `� 2 +� 10' PUE
PLAT, 16508/62 a N PUE N "4,/ 16508/ 62
CIB
10' PUE 1 g 10' PUE PRN OLO CREF '� o f 15'
f 16508/62 ATE K CO ce
% 17 16508/62 „A± Row _ URA ?,
HARDIN HILLS DRIVE , ` D„` l..®MMON j PUE i�
2>' co V
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/ 0_., � � •� � �• 20' PDE �2 CID
5 � � �� 48.9j • "L14_.90' � �� �
PRIVATE ROW - 27 PAVEMENT /� \ AREA 56
L28 16309/235 PUE a 25.53-� 42.00'
/ L 9 O8 tJ►
i *!' / L27 S84' 40' 40"E 277.59' �` L.4 25.02' 25.02' �b C7BQL0 CREEK AO\ 912 g (_ Olv(MO
ss.o5' K COURT ��- 2a 10'
` W%6p N78 �. PUE rn AREA 4
COMMON AREA 53 /� / 65.00' 65.00' 65.00' 65.00' '"'� 25.53' 0) 3T
15' PDE _._ 20' PDE , O 0 0 O O L25 °' �lS Ll'3 P WAT OW Q a, I PAI-1
& PUE 18277/77 / �16309/235 10' L26 �o 0 o n 5' o � 00 27' E ROW _ �7 0
rri ri 5' ri r7 Ki 17.59' p 1 PAV .J
�► PUE N 5' N PUE N 19 N PUE N �/ EMENT n 1� I 19
i---
10' PUE
16508/62
1/2 INCH IRON ROD f PUE 5' \ o Boa 1 11
\ 0.
FOUND (CM) WITH / 10' 3 (� 3 ' ! � ' PUE .-J *' 15' ) / I
BLUE PLASTIC CAP - -
PUE 0 19 0 20 0 �1 0 �2 0 23 0 PUE ` aS 4 00`�,�1•k
\ MISSION RANCH STAMPED "KERR 81' 15' (( N ( N I N N ' N + N ' Sg.
PHASE 403 9 SURVEYING" ` PUE m Q, o, a, a15', VARIABLE 8.56'- 1 OQ,
PLAT, 18227/77 \ \ L20 / I. 15 T- PUE WIDTH �^^ So A / S88J t�°�
. 10, rn in in in in PUE ._ co
8 \ \ 0 PUE 0 PUE ,0�_ con 0� 0 ( o � of „ fly ,^' ra 15'
1 V" c �O, v
/ cA PUE 84.25 65.00' 16 65.00' 16 65.00' 65.00' 38.16' 27.2g c''q 7 o v POINT OF
,7 \ ;� ® 0 40' 40'E - 2.41' 5 4.39' BEGINNING
1 g a? STARR VALLEY COURT f0 / '001,
1/2 INCH IRON ROD �89��' o - 451.15' G c
e
FOUND (CM) WITH _`fp 1`l ' e
BLUE PLASTIC CAP s `_ F 10' 3 c o N �� 4�'w 5b' +� PUE
5 `Lg PUE Ci7 �M ° + PRIVATE ROW - 2T PAVEMENT / j� 1 10.41' WIDTH
STAMPED "KERR �p 44 40 W - 424.23 SSz 66 - VARIES �° 1/2 INCH IRON ROD FOUND
20' PUE SURVEYING" 6'4 / �'03' 3i.38' 65.00' 65.00' 65.00' 65.00' 65.00' 65.00' 50.84 0 �• 3 _ r<1 ^j Flo BEARS S 34'58'32" W 0.16'
18277 77 24.81 _ •✓ sr / ��
/ E: 13,556,455.05 18 ���� �•`� /- 0 0 - o o0 0 0 o RS � Q'
10 PUE r tiOn
�j/ `t ® 15' o 0 0 0 o N 2.85' F� 6
18277/77 ' `n cv PUE `� 15' �- g S
Z F PUE 710
MISSION
RANCH
PHASE
403
PLAT, 18227/77
REPLAT,
\
l !V)
Al
COMMON �� � ��� w i 16 15 j 14 0 13 0 12 0 1 1 0 10 0 910' �O 2�' rZ`Z moo.
PUE AREA 56 �, ���� 10 PUE 17 N N� �� �� �� �� �� �) PUE 3� �� ��w 0¢
3.46 ACRES �/ 19 / COMMON *
1/2 INCH IRON ROD / 5 in o 0 0 0 o r'- 107 �,��
FOUND (CM) WITH �, PUE 0 0 0 z z z z z -�� 4
BLUE PLASTIC CAP _ �� 206.63' z 65.00' z 65.00' z 65.00' 65.00' 65.00_" 65.00' 65.00' 46.90' 60.69 22.22' (j1 AREA 56
w.
STAMPED "KERR - - - - - - - - -7 /= - - - C10
SURVEYING" 45, N: 10.190.245.14 S84' 40' 40"E 708.53'
20' PUE PUE
18277/77
INCH IRON
AREA ROD FOUND (CM)
52R & PtDF
NOTES:
1. COORDINATES AND BEARING SYSTEM SHOWN HEREIN ARE NAD83 (TEXAS
STATE PLANE CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED
COORDINATES QF THE CITY OF COLLEGE STATION CONTROL MONUMENT
CS94-117 (Y:10191793.14; X.3559913.46) AND AS ESTABLISHED BY GPS
OBSERVATION. DISTANCES SHOWN HEREIN ARE GRID DISTANCES. TO
OBTAIN SURFACE DISTANCES MULTIPLY BY A COMBINED SCALE FACTOR
OF 1.00009950277366 (CALCULATED USING GEOIDI2B).
2. NO PORTION Or 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. 48041CO305F, EFFECTIVE
DATE: APRIL 2,;; 2014 & MAP NO. 48041 CO325E, EFFECTIVE DATE: MAY
16, 2012.
3. 1/2- IRON RODS WILL BE SET WITH BLUE PLASTIC CAP STAMPED "KERR
SURVEYING" AT ALL LOT CORNERS AND ANGLE POINTS UNLESS NOTED
OTHERWISE.
4. ALL RODS CALLED "1/2 INCH IRON ROD FOUND WERE FOUND WITH
YELLOW PLASTIC CAP STAMPED "KERR 4502" UNLESS OTHER WISE NOTED.
5. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS.
6. ZONING FOR THIS TRACT IS RESTRICTED SUBURBAN (RS).
7. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2" IN
CALIPER OR 1 TREE OF 4" CALIPER PER ORDINANCE NO. 3222.
8. ALL PUBLIC DRAINAGE EASEMENTS WILL BE IMPROVED ACCORDING TO THE
DRAINAGE POLICY AND DESIGN STANDARDS.
9. THE PRIVATE CRAINAGE 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
EASEMENTS.
10. THE HOA IS ESTABLISHED (V.12439, P. 80). ALL PROPERTY OWNERS
WITHIN THIS PHASE MUST BE MEMBERS OF THE HOA FOR THIS PHASE
PER UDO SECTION 12-8.3.V.2.8. THE HOA IS RESPONSIBLE FOR THE
MAINTENANCE OF THE ROADWAY AND GIVE THE CITY OF COLLEGE STATION
ACCESS AT ALL TIMES.
11. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS'
ASSOCIATION (HOA).
12. STORM WATER ',DETENTION FACILITIES FOR THIS PHASE ARE TO BE
MAINTAINED BY' THE HOA.
13. ELECTRIC SERIICE AND STREET LIGHTING FOR THIS SUBDIVISION WILL BE
PROVIDED BY RYAN TEXAS UTILITIES (BTU).
14. COMPACTION OF FILL OR AN ENGINEERED SLAB IS REQUIRED FOR LOTS
THAT HAVE GREATER THAN 2 FEET OF FILL.
15. CITY-WIDE WASTEWATER, AND ROADWAY IMPACT FEES APPLY TO THIS
TRACT AND M(L BE ASSESSED WITH THE BUILDING PERMITS.
16. THE WATER SILIPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL
UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED
TO CITY OF C LLEGE STATION SPECIFICATIONS AND STANDARDS AND WILL
BE LOCATED IN UTILITY EASEMENTS AT THE FRONT OF THE RESIDENTIAL
LOTS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE
HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS.
17. THIS PHASE SMALL BE DEVELOPED AS A CLUSTER DEVELOPMENT.
CLUSTER SETakCKS AS DEFINED BY SECTION 8.3.H.4. OF THE CITY OF
COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE APPLY TO ALL
REMAINING LOTS. WHEN THE BUILDING PERMIT APPLICATION IS SUBMITTED,
ADDITIONAL MA NTENANCE EASEMENTS MAY BE REQUIRED IF SIDE
SETBACKS AREi INSUFFICIENT TO MAINTAIN THE SIDE OF THE HOME.
ROCK PRAIRIE ROAD W.
100' ROW - 24' PAVEMENT
(3360/266)
18. MAXIMUM IMPERVIOUS COVER TO BE IN ACCORDANCE WITH TABLE 1
SHOWN ON THIS PLAT. THESE MAXIMUM PERCENTAGES ARE IN
ACCORDANCE WITH THE DRAINAGE REPORT TITLED, "STORM WATER
DETENTION ANALYSIS FOR THE MISSION RANCH SUBDIVISION, COLLEGE
STATION, TEXAS, DATED FEBRUARY 2020" PREPARED BY SCHULTZ
ENGINEERING, LLC.
19. SINGLE FAMILY PARKING REQUIREMENTS FOR PLATTING ARE BEING MET BY
REMOVING PARKING FROM ONE SIDE OF THE STREET.
20. THIS PLAT WAS PREPARED TO REFLECT THE TITLE REPORT PREPARED BY
UNIVERSITY TITLE COMPANY, GF NO. 2603135CS, CERTIFICATION DATE
2-16-2026, AND THE NOTHING FURTHER CERTIFICATE PREARED BY
UNIVERSITY TITLE COMPANY, GF NO. 2603325CS, EFFECTIVE DATE
8-3-2026. EXCEPTIONS ARE ADDRESSED AS FOLLOWS:
- (321/354 DRBCT) 10' WIDE TELEPHONE LINE EASEMENT TO GENERAL
TELEPHONE COMPANY DOES NOT APPLY TO THIS TRACT.
- (1487/95 DRBCT) 10' WIDE EASEMENT AND RIGHT-OF-WAY TO GTE
SOUTHWEST INCORPORATED DOES NOT DESCRIBE THE LOCATION OF
BURIED TELEPHONE LINE. EASEMENT DOES NOT APPEAR TO CROSS
THIS TRACT.
- (3645/294 ORBCT) 15' WIDE RIGHT OF WAY EASEMENT TO WELLBORN
SPECIAL UTILITY DISTRICT DOES APPLY TO THIS TRACT; THIS EASEMENT
FOLLOWS THE CENTER OF THE LINE WHICH THE PIPE IS INSTALLED
AND THEREFORE CANNOT BE SHOWN DUE TO LACK OF EVIDENCE.
- (14527/60 OPRBCT) TEMPORARY BLANKET UTILITY EASEMENT TO THE
CITY OF COLLEGE STATION, TEXAS DOES APPLY TO THIS TRACT; THIS
EASEMENT IS BLANKET IN NATURE AND NOT PLOTTABLE.
- (16309/235 OPRBCT) 20' WIDE PUBLIC DRAINAGE EASEMENTS TO THE
CITY OF COLLEGE STATION DO CROSS THIS TRACT AS SHOWN
HEREON.
- ALL OTHER ITEMS ARE NOT SURVEY ITEMS OR ARE NOT ADDRESSED
HEREON.
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
45.19'
S41' 46' 55"W
L2
97.27'
N27' 00' 18"E
L3
107.33'
S44' 16' 5YE
L4
105.09'
S76' 06' 37"E
L5
36.13'
S32' 22' 31 "E
L6
50.05'
S76. 06' 37"E
L7
34.57'
N57' 37' 29"E
L8
51.05'
N25' 32' 00"E
L9
21.66'
N32' 22' 31"W
L10
101.65'
N11' 21' 36"E
L11
16.92'
N56' 50' 12"E
L12
40.00'
S48' 13' 05"E
L13
26,21'
S76' 06' 37"E
L14
39.28'
S38' 30' 16"E
L15
90.90' j
N76' 06' 37"W
LINE TABLE
LINE #
LENGTH
DIRECTION
L16
20,03'
S11' 21' 36"W
L17
21.13'
N11' 21' 36"E
L18
27.39'
S51' 28' 01 "E
L19
18.93'
S11' 21' 36"W
L20
44.61'
N89' 06' 50"E
L21
55.49'
N74' 20' 55"E
L22
48.60'
N64' 18' 47"E
L23
135.80'
N 56' 35' 13"E
L24
70.68'
N 32' 56' 12"E
L25
47.94'
N76' 06' 37"W
L26
17.74'
N11' 03' 01"W
L27
28.20'
N70' 05' 49"E
L28
34.49'
S84' 40' 40"E
L29
20.00'
S5' 19' 20"W
L30
25.00'
113' 53' 23"E
PHASE
BLOCK
LOT
AREA (SF)
AREA (AC)
MAXIMUM
IMPERVIOUS
COVER (%)
405
19
1
8,377
0.192
92
405
19
2
9,087
0.209
91
405
19
3
12,240
0.281
89
405
19
4
12.728
0.292
89
405
19
5
11,965
0.275
89
405
19
6
13,286
0.305
89
405
19
7
13,429
0.308
89
405
19
8
13,860
0.318
89
405
19
9
10,086
0.232
90
405
19
10
7,800
0.179
93
405
19
11
7,800
0.179
93
405
19
12
7,800
0.179
93
405
19
13
7,800
0.179
93
405
19
14
7,800
0.179
93
405
19
15
7,800
0.179
93
405
19
16
7,693
0.177
94
405
19
17
15,688
0.360
89
405
19
18
17,066
0.392
89
405
19
19
7,995
0.184
93
405
19
20
7,995
0.184
93
405
19
21
7,995
0.184
93
405
19
22
7,995
0.184
93
405
19
23
7,782
0.179
93
Curve Table
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C1
467.19'
499.96'
053'32'25"
252.22'
450.37'
S68'33'07"W
C2
179.81'
1025.00'
010*03'03"
90.13'
179.58'
S71'05'05"E
C3
252.21 '
563.00'
025'40'02"
128.26'
250.11 '
S63'51 '45"E
C4
210.62'
50.00'
241'21'08"
84.29'
86.01'
N44'33'57"E
C5
146.54'
100.00'
083'57'44"
89.98'
133.78'
S53'20'28"W
C6
183.18'
125.00'
083'57'44"
112.48'
167.22'
S53'20'28"W
C7
9,18,
25.00'
021'02'22"
4.64'
9.13'
S84'48'09"W
C8
233.40'
50.00'
267'27'41 "
52,27'
72.26'
N28'00'48"E
C9
109.91'
75.00'
083'57'44"
67.49'
100.33'
N53'20'28"E
C10
168.37'
459.96'
020'58'24"
85.14'
167.43'
N84'50'08"E
''-40'
PUE
1/2 INCH IRON ROD FOUND
BEARS N 88'56'49" E 0.32'
ROLItPRAlR24 PO EME
100' ROW 66. 3365011)
t3360/2
FIELD NOTES DESCRIPTION
OF A
9.883 ACRE TRACT
JAMES ERWIN SURVEY, ABSTRACT No. 119
COLLEGE STATION, BRAZOS COUNTY, TEXAS
A FIELD NOTES DESCRIPTION OF 9.883 ACRES IN THE JAMES ERWIN SURVEY, ABSTRACT No. 119,
IN COLLEGE STATION, BRAZOS COUNTY, TEXAS, BEING A PORTION OF THE REMAINDER OF A
CALLED 270.800 ACRE TRACT DESCRIBED IN A DEED TO BCS MISSION RANCH, L.P. IN VOLUME
13842, PAGE 179 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT);
SAID 9.883 ACRES BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING at a 1/2 inch iron rod found (all rods called '1/2 inch iron rod found-' herein were
found with yellow plastic caps stamped -KERR 4502" unless otherwise noted) on the northwest
right -of --way of Rock Prairie Road West (100 foot wide right-of-way, 3360/266 OPRBCT)
marking the south corner of Common Area 47, Mission Ranch Subdivision Phase 402 filed in
Volume 16508, Page 62 (OPRBCT) and an east corner of said portion of remainder of called
270.800 acre tract; for reference the City of College Station monument CS94-117 bears
N 57' 20' 07" E a distance of 2,696.15 feet;
THENCE, with said northwest and north right-of-way of said Rock Prairie Road West for the
following three (3) courses and distances:
1) S 41'46'55" W a distance of 45.19 feet to a point: from which a 1/2 inch iron rod
found with no cap bears S 34' 58' 32" W a distance of 0.16 feet;
2) With a tangent curve to the right having a radius of 499.96 feet, an arc length of
467.19 feet, a delta angle of 53' 32' 25", and a chord which bears S 68' 33' 07" W,
a chord length of 450.37 feet to a point from which a 1/2 inch iron rod found with
no cap bears N 88' 56' 49' E a distance of 0.32 feet;
3) N 84' 40' 40" W a distance of 1084.24 feet to a 1/2 inch iron rod found marking an
angle point on said right-of-way and the south corner of Common Area 52, Mission
Ranch Subdivision Phase 403 filed in Volume 18227, Page 77 (OPRBCT);
THENCE, with said Phase 403 for the following four (4) courses and distances:
1) N 27' 00' 18" E a distance of 97.27 feet to a 1/2 inch iron rod found with blue
plastic cap stamped "KERR SURVEYING';
2) N 82' 42' 19" E a distance of 138.86 feet to a 1/2 inch iron rod found with blue
plastic cap stamped `KERR SURVEYING';
3) N 66' 21' 33" E a distance of 319.70 feet to a 1/2 inch iron rod found with blue
plastic cap stamped "KERR SURVEYING'--
4) N 44' 53' 53" E a distance of 151.65 feet to a 1/2 inch iron rod found on the
southeast line of Lot 14, Block 18, of said Mission Ranch Subdivision Phase 403,
marking the west corner of Lot 16, Block 18, Mission Ranch Subdivision Phase 402
(16508/62 OPRBCT);
THENCE, with the south boundary of said Phase 402 for the following fourteen (14) courses
and distances:
1) S 44' 16' 53" E a distance of 107.33 feet to a 1/2 inch iron rod found;
2) N 77' 03' 10" E a distance of 196.84 feet to a 1/2 inch iron rod found;
3) with a non -tangent curve to the left having a radius of 1025.00 feet, an arc length
of 179.81 feet, a delta angle of 10' 03' 03", and a chord which bears S 71' 05' 05" E,
a chord length of 179.58 feet to a 1/2 inch iron rod found;
4) S 76' 06' 37" E a distance of 105.09 feet to a 1/2 inch iron rod found;
5) S 32' 22' 31" E a distance of 36.13 feet to a 1/2 inch iron rod found;
6) S 76' 06' 37" E a distance of 50.05 feet to a 1/2 inch iron rod found;
7) N 57' 37' 29" E a distance of 34.57 feet to a 1/2 inch iron rod found;
8) N 25' 32' 00" E a distance of 51.05 feet to a 1/2 inch iron rod found;
9) N 32' 22' 31" W a distance of 21.66 feet to a 1/2 inch iron rod found;
10) N 11' 21' 36" E a distance of 101.65 feet to a 1/2 inch iron rod found;
11) N 56' 50' 12" E a distance of 16.92 feet to a 1/2 inch iron rod found;
12) with a non -tangent curve to the right having a radius of 563.00 feet, an arc length
of 252.21 feet, a delta angle of 25' 40' 02", and a chord which bears S 63' 51' 45"
E, a chord length of 250.11 feet to a 1/2 inch iron rod found;
13) S 05' 05' 01" E a distance of 138.90 feet to a 1/2 inch iron rod found;
14) S 48' 13' 05" E a distance of 40.00 feet to the: POINT OF BEGINNING hereof and
containing 9.883 acres of land, more or less. Surveyed on the ground in 2019, 2020,
2022, and 2026 by this professional land surveying firm and under my supervision.
e -APPROXIMATE LOCATION OF
ORIGINAL SURVEY LINE
LEGEND
-PROPERTY BOUNDARY
-RIGHT OF WAY
- -----
LOT LINE
-- PUBLIC UTILITY EASEMENT (P.U.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.)
Q
LOT CORNER - 1/2" IRON ROD SET WITH BLUE
PLASTIC CAPS STAMPED "KERR SURVEYING"
PROPERTY CORNER - 1/2- IRON ROD FOUND
O
WITH YELLOW PLASTIC CAPS STAMPED "KERR
4502" 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
()
RECORDING INFORMATION
ROW
RIGHT-OF-WAY
VICINITY MAP
N
NOT TO SCALE
0
P-Trap-1-11
PROJECT
LOCATION
CERTIFICATE OF OWNERSHIP AND DEDICATION
STATE OF TEXAS
COUNTY OF BRAZOS
We, BCS Mission Ranch LP, owner and developer of the land shown on this plat, and
designated herein as the Mission Ranch Subdivision, Phase 405, to the City of College
Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of
the publi rever all streets, alleys, parks, greenways, infrastructure, easements and
pubic pi
es thereon shown for the purpose and consideration therein expressed.
1---------------------------
By. Drew e art, Officer and Vice President
BCS Missi n anch, LP
STATE OF TEXAS
COUNTY OF BRAZOS
Before me, the undersigned authority, on this day personally appeared Drew Stewart,
Officer and Vice President of BCS Prairie Corp., General Partner of BCS Mission Ranch
L.P., 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. 4
�{ r
Given under my hand and seal on this ✓ _ day of 20 4.
ti„nrr+"aKATHY C. COUN
Notary ----- -
°Uo otary Public, BrPzos County, Texas
Notary Public, State of Texas
Comm. Expires 10-03-2026
+rii ti 1i Notary ICI 12123579
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 ontheground.
/U` , "
OF R.P.L.S. No. 6531
'� ' •1STE. F,�
�Q:•ic6 pF''•9
I •MICHAEL KONETSKI
�'9••9°FES St�`�'yOQ'
SURD
CERTIFICATE OF COUNTY CLERK
Filed for Record
Official Public Records Of:
Brazos County Clerk
On: 9/11/2026 9:04:33 AM
In the PLAT Records 'l
rc �,
Doc Number: 2026-1596779
Volume -Page: 20808 - 229
Number of Pages: 1
Amount: 72.00
Order#:20260911000017
By: JS
Co t Clerk + TGam,
Brazos County, Texas J
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.
dministrator --------- -
City of College Station, Texas G MS
CERTIFICATE OF CITY ENGINEER
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, Texas.
- ---------
City Engineer
City of College Station, Texas
G.F-. &.
011
OF
MISSION RANCH SUBDIVISION
PHASE 405
9.883 ACRES
23 LOTS
BLOCK 19, LOTS 1-23
& COMMON AREA 56
BEING A PORTION OF THE CALLED
270.800 ACRE TRACT
VOLUME 13842, PAGE 179 OPRBCT
JAMES ERWIN SURVEY, A- 119
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE 1 " = 60'
AUGUST, 2026
OWN EWDEVELOPER: SURVEYOR: ENGINEER'
BCS MISSION RANCH, LP
9955 Barker Cypress Rd., Suite 250
Cypress, TX 77433
(979)260-7000
t't tRYR
ING
Kerr Surveying, LLC
1718 Briarcrest Dr.
Bryan, J'X 77802
(979)268-3195
TBPELS FIRM # 10018500
SURVEYS@KERRSURVEYING.NET
KERR JOB 26-01 11
CSCHUZ
LT
TBPE NO. 12327
911 SOUTHWEST PKWY E.
College Station, Texas 77840
(979)764-3900