HomeMy WebLinkAboutMISSION RANCH PH505AL-
d& ,n
N
� I S1Pj\ON
COLCE 594,1�7 1 ,� 92
C� 00NuM�59 S5
S65
� BEPRS•
POINT OF BEGINNING
1/2" INCH IRON
ROD FOUND (CM) WITH BLUE
PLASTIC CAP STAMPED
✓ "KERR SURVEYING" --
50.00
20 9.28' I 0 @� C7 N _ I 15' 50.00' - L2 FRO oT oRA RANCHPAVEMENT
VD.
N/F 1_0 N N I 5 PUE "�� 24.96' 31 66' N5� 2+W - �� 1/2" IRON ROD FOUND
LASZLO B KISH 0.185 AC. -� J o PUE / 66.63, COURT (� (19535/44)
QUAIL RUN +n 1 1.50' W / ( FRONTERA RANCH 27' 11•E _.l • WITH YELLOW PLASTIC CAP
ESTATES PH 1, I F• o� o STAMPED "KERR 4502"
190.131' L4
LOT 22 (PT 'OF), S49' 48 23"E 145.53' Z <�,p ��f 27. PAVEMENT �� L 3
ACRES 1.01 0� `� " 50' ROW - _
5477/122 4.481' u- ��, 'Z$•� 27 VE 22.31 27.02'
5 51 50.00' 50.00'- 5a•0<3 _ - MISSION RANCH
VARIABLE 19 5g' 31.51' 18 _ - N 't-, Q I 20' PUE 1 PHASE 504 1
WIDTH PUE 0 0.208 AC. 50 45 - - 4 15' Cj v (17135/210 PLAT, 19532/441
12 1 I ��,' co �� �� o PUE I� I OPRBCT) f
- I I °° 1 �9 ` 5 __,, ® COMMON 9
20' PUE"
(351 /565) 1
10.04'-
i
20' PUE
(351/565)
N
�
17
a
a
w
/
CHERYL &
D
HAMILTON
Ir
z
GRENWELGE w
QUAIL RUN
Q
ESTATES PH 1,
w
BLOCK 2, W
rn
Uj
LOT 27, ACRES _
1.63y
12852/049
FEATHER RUN
77' ROW - 24' PAVEMENT
(17135/61)
847 3618'E - 301.44
COMMON AREA 63
AND PrDE
4.531 AC.
10'
PUE
38
® FFELL :V.-3055
10' PUE
(19532/44) 37
FF EL.I-\- -- 305.
20' PUE FN- 34 I
(351 /565) F L LZ 305 I
J f
H
Z V
O 0
Q / "X" FOUND 33
O
N APPROXIMATES IN CONCRETE
Q LOCATION OF /
m Uj 100 YEAR MISSION RANCH
W 15' FLOOD PLAIN ` PHASE 504 _ _..
J PUE PLAT,-19532/44 I
O
N/F V <
MOLLIE GUIN , \
QUAIL RUN N49' 48' 23"W 256.34 10'
ESTATES PH 1, �. - - - PUE \ 10' PUE
LOT 23, ACRES r� 138.21' \ (19532/44)
118.13,
1.os o �,
370/3e8 ' 5' �(rj \ ` `. -- 10' PUE
2 � 1101 o N PUE �O. �,� ` \ � (19532/44)
I N 23 24 � 5 �_ \ \
0 0.292 AC. PUE
W ,.� co , 0.254 AC.
N �O�. 5' PUE
�' 00� cP�� PUE (19532/44)
f 5' ` 1�
\ Q
Z PUE OU\ �^�` 25 �\ 15' \
J I--, 'Z `� 0257 AC. - PUE
\ 15' \
VARIABLE °0o ��� gg 34•99, aq' \ L26 21.61' ✓ PUE
o L0 WIDTH PUE _ cD 22 �' S�' ` „ 126 - 21.03' PUE
15
ate. r- 0.220 AC. 15'PUE `�sr, �ji �j 5.59' �'� - -
O ,Q. �6 q' N 5' 0`
0
50 25 0 50
SCALE IN FEET
Curve Table
CURVE #
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD DIRECTION
C1
105.68'
1183-50'
005'06'59"
52.88'
105.65'
S45'01'48"E
C2
58.42'
175.00'
019'07'33"
29.48'
58.15'
S26'59'03"W
C3
91.65'
475,00'
011*03'17"
45.97'
91.50'
N58'58'49"W
C4
17.17'
25.00'
039'20'45"
8.94'
16.83'
N59'51'59"E
C5
240.24'
50.00'
275'17'24"
45.58'
67.37'
N58°06'20"W
C6
24.41'
25.00'
055'56'39"
13.28'
23,45'
S12'13'17"W
C7
16.09'
25.00'
036*52'12"
8.33'
15.81'
S58'37'43"W
C8
155.72'
50.00'
178'26'28"
3675.01'
99.99'
S12'09'25"E
C9
16.09'
25.00'
036'52'12"
8.33'
15.81'
S82'56'33"E
C10
82.00'
425.00'
011'03'17"
41.13'
81.87'
S58'58'49"E
C11
32.49'
164.37'
011*19'27"
16.30'
32.43'
S34'31'53"W
C12
70.35'
38.50'
104'42'04"
49.90'
60.97'
S12'09'25"E
C13
86.82'
1450.00'
1011*03'17"
43.55'
86.69'
1 S58'58'49"E
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 505, to -the City of College
Station, 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.
By: Dre Stewart, Officer and Vice President
BCS Missi , 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. �i�%%j�
Given under my hand and seal on this 1���day of _ , 20Z1P
,fly P,� ABBIE DAVIS
aotary ID # 135553474 Notary Pub Ic, Brazos County, Texas
My Commission Expires
Aphl02, 2030
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
7
Yy
actual survey of the property and that the property markers
and monuments were
placed under my supervision on the ground.
`Cif',na,
R.P.L.S. No. 6531
�O _*0
`o
� o, 0 rn PUE 50.68'
F- N 0 15' 0 t27
48' 06' 07"E 108. 1 '� PUE 26 �g N Q �' L28 1
1 I 20'
m Ln LU N w 0.176 AC. r PUE PUE
�
- 00 I I w W I 15'
> 21 49' 48' 23"E 134.33' �� 28 -It I °. ,9 ' 0 30 M PUE
r7 \�� (� 0. 115 AC. � 0.104 AC.
0.156 AC. ..N
' J
15'
O b , / 5' PUE J
S49' 48 23"E 143.22 v � 0 � 15' PUE - -
z - -W I -
I 14.85' Z * a 27 0o O -I� PUE
a 0 227 AC in 1 59.15'
3?'8
/0
TO
-
10 w
AREA 65
FFELEV--2g90
I
o
' -
mo-
AND PrDE R COMMON58
PUE
32.18, _59�N r- _d
12
1 1 W 0.159 AC. � d
0.334 AC. AREA
$
O
N
13
4
A
O62 C.
0.162 AC.
N AND PrDE
000
LO
�
14
0.162AC.
r)
N
LLI
64 AC.N 0.1
P U E ,� N 15 CD I - r0 rr)
W' 0.172 AC. t-0 Z PUE
Z' I- 18 N ZD rM 5' Z 20' PUE
0.353 AC. w 16
O rr) i� Z zfit
PUE 33.27' - ', (17135/210
t °J � 0.154 AC. Z 50.00' - 'S OPRBCT) ,
I cfl iD - ,..�
�h 17 �' M z 5.93' 50.00' 50.00' " 189 20 �. 1 /2" IRON ROD FOUND
0.226AC. M q5!5/ N53' 49 25 W , �' WITH YELLOW PLASTIC CAP
5 N 49 26VV - 2�' f f STAMPED "KERR 4502"
fr) 61 9 /
\ PUE 1Q' S' Z 5�/ 10 COMMON r\REA 64
36.31' 54.77' PUE 123.55' PUE 50.11 / 0� 32 PUE . . MISSION RANCH
V42' 4$'24"
N6g #� �'�', • ��,''�� . PHASE 501
24 W 91,08, N49' 36' 49"W 173.66' �-^'� - PLAT, 17135/210 OPRBCT
'_- VARIABLE 32/ ~`���
N42' 48' WIDTH P E Pr.D.E.
t -
l
24'W - 22308' N (17826/22) / '-•. � --" --` _.. --"' `, � `� . .
"�'TM 5' PUE _
5' PUE
5' PUE / /. , �� �� (17826/22) MISSION RANCH
(17826/22)
�(17826/22) � �E..- / --___ .. � J, . PHASE 503PLAT, 17826/22
N/F
LARRY & CAROLE OMMON
MIN. FF = 300.0
DEGELMAN i �f 45
QUAIL RUN !
ESTATES PH 1. q AREA 64 / it MIN. FF = 301.0
BLOCK 2, { / 30
LOT 18, ACRES ` f
5.44 / MIN. FF = 302,0
12901/192 46
Pr.D.E. \MIN. FF = 304.0 I MIN. FF = 303.0 / MIN. FF - 303.0 44 �\
(17826/22)
O
•MICHAE� ,NETSKI
6531
a'a O
SURv�yO
LEGEND
PROPERTY BOUNDARY
RIGHT OF WAY
-
LOT LINE
- PUBLIC UTILITY EASEMENT (P.U.E)
- - - - - - - - -
- - PRIVATE DRAINAGE EASEMENT (Pr.D.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.)
APPROXIMATE LOCATION OF 100 YEAR FLOOD
PLAIN
LOT CORNER - 1/2" IRON ROD SET WITH BLUE
O
PLASTIC CAPS STAMPED "KERR SURVEYING"
UNLESS OTHERWISE NOTED
®
RIGHT OF WAY CENTERLINE
"X" SET IN CONCRETE
®
BLOCK LABEL
(GM)
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 TABLE
LINE #
LENGTH
DIRECTION
LINE #
LENGTH
DIRECTION
L1
35.36'
S81 ° 32' 49"W
L18
30.54'
N 12' 09' 25"W
L2
19.50'
N53' 27' 11"W
L19
49,84'
N40' 11' 37"E
L3
50.00'
S36' 32' 49"W
L20
34.69'
S40' 11' 37"W
L4
27.02'
S53' 27' 11 "E
L21
51.49'
S64' 30' 28"E
L5
12.25'
S71' 25' 47"W
L22
24.44'
S28' 52' 10"W
L6
69.52'
S47' 33' 36"W
L23
48.64'
S40' 11' 37"W
L7
50.08'
S37' 49' 30"W
L24
43.49'
N20' 00' 48"E
L8
50.06'
S43' 41' 40"W
L25
73.09'
N51' 45' 32"E
L9
61.75'
S9' 13' 31 "W
L26
48.29'
N53' 27' 11 "W
L10
42.23'
S47' 21' 48"W
L27
31.13'
N33' 24' 43"W
59.32'
S65° 33' 55"W
LZS
71.71'
N44' 05' 10"W
P
78.69'
S17' 21' 34"W
L29
86.05'
N36° 32' 49"E
94.79'
S12' 45' 50"W
L30
94.30'
S36' 32' 49"W
L14
89.00'
S72' 34' 43"E
L31
19.61'
S84' 52' 52"E
L15
57.48'
S17' 25' 17"W
L32
20.43'
N36' 32' 49"E
L16
28.88'
S36' 32' 49"W
L33
28.20'
S53' 27' 11 "E
L17
52.05'
N64' 30' 28"W
L34
34.82'
N17' 31' 32"W
CERTIFICATE OF COUNTY CLERK
Filed for Record
Official Public Records Of:
Brazos County Clerk r F y
On: 9/11/2026 8:59:38 AM f
In the PLAT Records 'r
Doc Number: 2026-1596776
Volume -Page: 20808 - 219
Number of Pages: 1
Amount: 72.00
Order#: 20260911000013
By: PS G M- CGar3G
Co my Clerk. -�
Brazos County, Texas
CERTIFICATE OF ADMINISTRATOR
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.
Q�-1-Z-A "AA-L-.1 -----------
Administrator
City of College Station, Texas Gk AS
CERTIFICATE OF CITY ENGINEER
1, _�"�r`I{[�� - - 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 �ollege Station, Texas
<!.y. 17
FIELD NOTES DESCRIPTION
OF A
9.719 ACRE TRACT
JAMES ERWIN SURVEY, ABSTRACT 119
COLLEGE STATION, BRAZOS COUNTY, TEXAS
A FIELD NOTES DESCRIPTION OF 9.719 ACRES IN THE JAMES ERWIN SURVEY, ABSTRACT 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 9.719 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
blue plastic caps stamped 'KERR SURVEYING'- unless otherwise noted) on the northwest right-of-way of
Panola Park Drive (50' right-of-way, as shown on the plat of Mission Ranch Subdivision Phase 504 filed in
Volume 19532, Page 44, OPRBCT) marking angle point to chamfer corner with Frontera Ranch Boulevard (50'
right-of-way, 19532/44 OPRBCT) marking an angle point in the boundary of said remainder of called
270.800 acre tract; for reference, the City of College Station GPS Monument CS94-117 bears S 63' 59' 12" E
a distance of 5,581.92 feet;
THENCE, with the northwest rights -of -way of said Frontera Ranch Boulevard for the following four (4)
courses and distances:
1) S 81' 32' 49" W a distance of 35.36 feet to a 1/2 inch iron rod found;
2) N 53' 27' 11" W a distance of 19.50 feet to a 1/2 inch iron rod found,-
3) S 36' 32' 49" W a distance of 50.00 feet to a 1/2 inch iron rod found;
4) S 53' 27' 11" E a distance of 27.02 feet to a 1/2 inch iron rod found with yellow plastic cap
stamped `KERR 4502" marking the north corner of Common Area 58 as shown on the plat of
Mission Ranch Subdivision Phase 501 filed in Volume 17135, Page 210 (OPRBCT);
THENCE, with said Common Area 58 and said remainder of called 270.800 acre tract for the following two
(2) courses and distances:
1) S 36' 32' 49" W a distance of 140.00 feet to a 1/2 inch iron rod found with yellow plastic cap
stamped "KERR 4502 ,
2) S 71' 25' 47" W a distance of 12.25 feet to a 1/2 inch iron rod found on a northwest line of said
Common Area 58 marking the east corner of Common Area 64, Mission Ranch Subdivision Phase
502 and 503 filed in Volume 17826, Page 22 (OPRBCT);
THENCE, with said Common Area 64 for the following three (3) courses and distances:
1) N 53" 49' 25" W a distance of 246.86 feet to a 1/2 inch iron rod found;
2) N 69' 00' 32" W a distance of 145.96 feet to a 1/2 inch iron rod found;
3) N 42' 48' 24" W a distance of 223.08 feet to a 1/2 inch iron rod found on the southeast line of
Lot 18, Block Two, Quail Run Estates Phase 1 as filed in Volume 351, Page 565 (DRBCT);
THENCE, with the southeast lines of said Lot 18 and Lots 22, 23, and 27, Block Two, of Quail Run Estates
common with the northwest line of said remainder of called 270.800 acre tract, N 41, 48' 27" E a distance
of 863.11 feet to a 1/2 inch iron rod found marking the north westernmost corner of Common Area 62
(19532/44 OPRBCT);
THENCE, with said Common Area 62 for the following two (2) courses and distances:
1) S 47' 35' 18" E a distance of 301.44 feet to a 1/2 inch iron rod found;
2) With a tangent curve to the right having a radius of 1,183.50 feet, an arc length of 105.68 feet, a
delta angle of 05' 06' 59", and a chord which bears S 45' 01' 48" E a distance of 105.65 feet to a
1/2 inch iron rod found marking the north corner of Lot 38, Block 8, of said Phase 504;
THENCE, with the northwest lines of Lots 38 through 31, Block 8 common with said remainder of called
270.800 acre tract for the following eight (8) courses and distances:
1) S 47' 33' 36" W a distance of 69.52 feet to a 1/2 inch iron rod found;
2) S 37' 49' 30" W a distance of 50.08 feet to a 1/2 inch iron rod found;
3) S 43' 41' 40" W a distance of 50.06 feet to a 1/2 inch iron rod found;
4) S 09' 13' 31" W a distance of 61.75 feet to a 1/2 inch iron rod found;
5) S 47' 21' 48" W a distance of 42.23 feet to a 1/2 inch iron rod found;
6) S 65' 33' 55" W a distance of 59.32 feet to an 'X" found in concrete;
7) S 17' 21' 34" W a distance of 78.69 feet to a 1/2 inch iron rod found;
8) S 12' 45' 50" W a distance of 94.79 feet to a 1/2 inch iron rod found marking the west corner of
said Lot 31, Block 8;
THENCE, with the southwest line of said Lot 31, Block 8, S 72' 34' 43" E a distance of 89.00 feet to a 1/2
inch iron rod found on said northwest right-of-way of Panola Pork Drive marking the south corner of said
Lot 31, Block 8 and an east corner of said remainder of called 270.800 acre tract;
THENCE, with said northwest right-of-way of Panola Park Drive for the following three (3) courses and
distances:
1) S 17' 25' 17" W a distance of 57.48 feet to a 1/2 inch iron rod found;
2) With a tangent curve to the right having a radius of 175.00 feet, an arc length of 58.42 feet, a
delta angle of 19' 07' 33", and a chord which bears S 26' 59' 03" W a distance of 58.15 feet to a
1/2 inch iron rod found;
3) S 36' M2' 49" W a distance of 28.88 feet to POINT OF BEGINNING hereof and containing 9.719 acres
of land, more or less.
NOTES:
1. COORDINAI LS AND BEARING SYSTEM SHOWN HEREIN ARE NAD83 (TEXAS STATE PLANE CENTRAL ZONE GRID NORTH)
BASED ON THE PUBLISHED COORDINATES OF 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 1.00009959277366
(CALCULATED USING GEOID128).
2. 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. 48041CO305F, EFFECTIVE DATE: APRIL 2,
2014.
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. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS.
5. ZONING FOR THIS TRACT IS RESTRICTED SUBURBAN (IRS).
6. 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.
7. ALL PUBLIC DRAINAGE EASEMENTS WILL BE IMPROVED ACCORDING TO THE DRAINAGE POLICY AND DESIGN STANDARDS.
8. 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 EASEMENTS.
9. THE HOA IS ESTABLISHED (V.12439, P. 80). ALL PROPERTY OWNERS WITHIN THIS PHASE MUST BE MEMBERS OF THE
HOA FOR THIS PHASE PER LIDO SECTION 12-8.3.V.2.8
10. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA).
11. STORM WATER DETENTION FACILITIES FOR THIS PHASE ARE TO BE MAINTAINED BY THE HOA.
12. ELECTRIC SERVICE AND STREET LIGHTING FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU).
13. COMPACTION OF FILL OR AN ENGINEERED SLAB IS REQUIRED FOR LOTS THAT HAVE GREATER THAN 2 FEET OF FILL.
14. A BLANKET EASEMENT EXISTS FOR THIS PROPERTY. VOLUME 14527 PAGE 60.
15. CITY-WIDE WASTEWATER, AND ROADWAY IMPACT FEES APPLY TO THIS TRACT AND WILL BE ASSESSED WITH THE
BUILDING PERMITS.
16. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE
DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE 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 SHALL BE DEVELOPED AS A CLUSTER DEVELOPMENT. CLUSTER SETBACKS AS DEFINED BY SECTION
8.3.H.4. OF THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE APPLY TO ALL LOTS. WHEN THE
BUILDING PERMIT APPLICATION IS SUBMITTED, ADDITIONAL MAINTENANCE EASEMENTS MAY BE REQUIRED IF SIDE
SETBACKS ARE INSUFFICIENT TO MAINTAIN THE SIDE OF THE HOME.
18. THIS AREA IS WITHIN THE VESTED PORTION OF THE PRELIMINARY PLAN AND IS NOT SUBJECT TO PARKLAND
DEDICATION FEES
19. 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.
20. SINGLE FAMILY PARKING REQUIREMENTS FOR PLATTING ARE BEING MET BY REMOVING PARKING FROM ONE SIDE OF
THE STREET. NO PARKING WILL BE ALLOWED ON FRONTERA RANCH COURT, LOTS 10-20, BLOCK 8.
21. PHASE 505 IS VESTED TO THE 2012 B/CS DESIGN GUIDELINES. THEREFORE, THE CUL-DE-SAC CAN BE 50' RADIUS.
22. THIS SURVEY PLAT WAS PREPARED TO REFLECT THE TITLE REPORT ISSUED BY UNIVERSITY TITLE COMPANY, GF NO,
2504514CS, DATED 9-23-2025, AND THE NOTHING FURTHER CERTIFICATE ISSUED BY UNIVERSITY TITLE COMPANY, GF
NO. 2603324CS, EFFECTIVE DATE: 8-3-2026. EXCEPTIONS LISTED ARE ADDRESSED AS FOLLOWS:
•(782/47 ORBCT) RIGHT OF WAY AND SURFACE AGREEMENT TO INEXCO OIL COMPANY APPEARS TO APPLY TO
THIS TRACT BUT THE DESCRIBED WELL DOES NOT APPEAR TO BE ON OR ADJACENT TO THIS TRACT.
•(3645/294 OPRBCT) BLANKET RIGHT OF WAY EASEMENT TO WELLBORN SLID DOES APPLY TO THIS TRACT BUT IS
NOT PLOTTABLE AND NOT SHOWN HEREON.
• (14527/60 OPRBCT) BLANKET UTILITY EASEMENT TO THE CITY OF COLLEGE STATION DOES APPLY TO THIS TRACT
BUT IS NOT PLOTTABLE AND NOT SHOWN HEREON.
-ALL OTHER ITEMS ARE NOT SURVEY ITEMS OR ARE NOT ADDRESSED BY THIS PLAT.
VICINITY MAP
MISSION RANCH DR,
NOT TO SCALE
1;�D4A111*t4"
FINAL PLAT
3a
MISSION RANCH SUBDIVISION
PHASE 505
9.719 ACRES
21 LOTS
BLOCK 8, LOTS 10-30
COMMON AREAS 63 & 65
BEING A PORTION OF THE REMAINDER OF A
CALLED 270.800 ACRE TRACT
VOLUME 13842, PAGE 179 OPRBCT
JAMES ERWIN SURVEY, A-119
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE 1" = 50'
JULY, 2026
OWNER/DEVELOPER: SURVEYOR: ENGINEER:
KERR scHULTz
BCS MISSION RANCH, LP SURVEYING yr
9955 Barker Cypress Rd., Suite 250
Cypress, TX 77433 Kerr Surveying, LLC TBPE NO. 12327
(979) 260-7000 1718 Briarcrest Dr. 911 SOUTHWEST PKWY E.
Bryan. TX 77802 College Station, Texas 77840
(979)268-3195 •'•
TBPELS FIRM # 10018500 (979) 764-3900
SURVEYS @KERRSt7R VEYING.NET
Kerr Job #25-1203