HomeMy WebLinkAboutWINDING CREEK ESTATES PHASE 5F
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VKllill�lAL YLA 1
VOL. 19191, PG. 274
50
ALE IN FEET
LEG -END
PROPERTY BOUNDARY
PROPERTY ADJACENT
EXISTING RIGHT OF WAY
LOT LINE
EXISTING PUBLIC SLOPE EASEMENT (PSE)
EXISTING PUBLIC UTILITY EASEMENT (PUE)
EXISTING PUBLIC DRAINAGE EASEMENT (PDE)
EXISTING PRIVATE DRAINAGE EASEMENT
EXISTING PUBLIC ACCESS EASEMENT (PAE)
PROPERTY CORNER
N/F
NOW OR FORMERLY
00000/000
VOLUME AND PAGE FROM OFFICIAL PUBLIC
RECORDS OF BRAZOS COUNTY, TEXAS (OPRBCT)
(CM)
CONTROLLING MONUMENT FOUND AND USED TO
ESTABLISH BOUNDARY LINES
ROW
RIGHT-OF-WAY
0 50
LE IN FEET
LINE TABLE
UNE f
LE M TH
DIRECTION
Ll
35.54'
N21" 502 4512E
L2
41.15*
S2-r 35' 02"W
L3
37.84'
S47" 57' 24"E
L4
43.69'
N800 56' 04"E
L5
13.24
N60" 41' 00"E
L6
33.57'
S71 0 11' 52"E
L7
23.40'
S560 02' 53"E
L8
37.66'
S1 8* 58' 14)'E
L9
44.13'
S21 * 28' 25"W
Ll 0
46.97'
S72" 22' 11 "W
Ll 1
67.01'
S78& 35' 47"W
L12
34.86'
S68* 37' 51 Ppw
L1 3
36.53'
S460 37' 57"W
Ll 4
47.16'
S20* 46' 17"W
Ll 5
68.28
S5* 08' 51 "W
Ll 6
23.77'
S1 9* 25' 29"W
L1 7
88.45'
N89* 402 19)$E
Curve Table
CURVE #
LENGTH
RADIUS
DATA
TANGENT
CHORD
CHORD DIRECTION
C1
117.18'
410.00'
016'*22"33"
58.99'
116.78'
N56*54'26"E
C2
t 256.84'
797.50'
0 180 27'10'*
129.54'
255.73'
N32"04'46"W
VICINITY MAP
WINDING R K STAT S
PHASE S
4.479 ACRES
BLOCK 6, LOT 71 R AND COMMON AREA 3
BEING A
OF
WINDING CREEK ESTATES., PHASE 5
BLOCK 6, LOT 71
VOL. 19191, PG. 274
J.C. STUTEVILLE SURVEY, A-216
BRAZOS COUNTY, TEXAS
I LOT
SCALE III — 50I
JUKE, 2024
VNVr LK/ULV1LfLUrLK: SU 1<1 V Ey " m:
TBPE NO. 12327
911 SOUTHWEST PKWY E.
College Station, Texas 77840
(979) 764-3900
SHEET 1 OF 2
WELLBORN WINDING Michael Konetski, RPLS No. 6531
CREEK, LLC Kcff Surveyin& LLC
3000 11riarcrest Drive!, Suite 302 1718 Briarcrest Dr.
Bryan, TX 77802 Elryou, TX 77802
(281) 64/--4924 (979) 2W31"
TBPELS FIRM# 100 18500
Kerr Job 22-772
ENGINEER:
NOTES.
1. COORDINATES AND BEARING SYSTEM SHOWN HEREON ARE NAD83 (TEXAS STATE PLANE
CENTRAL ZONE GRID NORTH) BASED ON THE PUBLISHED COORDINATES OF THE CITY OF
COLLEGE STATION GEODETIC CONTROL STATION 14RQU5945778027 MON 4 (N:10771032.038,
E:3567536.952) AND AS ESTABLISHED BY GPS OBSERVATION.
2. DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS OTHERWISE NOTED. TO OBTAIN
SURFACE DISTANCE MULTIPLY BY A COMBINED SCALE FACTOR OF 1.00007571045057
(CALCULATED USING GEOIDI2B).
3. 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 C0375E, EFFECTIVE DATE: MAY 16, 2012.
4. 1 /2" IRON RODS WITH BLUE PLASTIC CAPS STAMPED "KERR SURVEYING" WILL BE SET AT
ALL LOT CORNERS AND ANGLE POINTS -t1 LESS IN CREEK OR NOTED OTHERWISE.
5. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS.
6. DRIVEWAY ACCESS FROM RESIDENTIAL LOTS SHALL NOT BE PERMITTED ONTO BENDING
BRANCH DRIVE.
7. DRIVEWAY CULVERTS SHALL COMPLY WITH BRAZOS COUNTY SPECIFICATIONS.
8. 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 ML.L PROVIDE THE REQUIRED FLOW TO
FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS.
9. THE SUBXCT TRACT LIES WITHIN THE EXTRA —TERRITORIAL JURISDICTION (ETJ) OF THE CITY
OF COLLEGE STATION.
10. THE SUBDIVISION IS LOCATED IN THE COLLEGE STATION I.
11. BUILDING SETBACKS ARE 25' ADJACENT TO ALL STREETS ACCORDING TO BRAZOS COUNTY
SUBDIVISION AND DEVELOPMENT REGULATIONS. ADDITIONAL BUILDING SETBACKS MAY BE
REQUIRED BY DEED RESTRICTIONS OR THIS PLAT.
12. ELECTRIC SERVICE FOR TWS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES
(BTU). THE ELECTRIC DISTRIBUTION LINES WILL BE LOCATED IN THE 16' UTILITY EASEMENT
AT THE FRONT OF THE LOTS AND IN THE SIDE LOT EASEMENTS. ELECTRICAL DISTRIBUTION
LINES MAY ALSO BE LOCATED IN THE 20' P.U.E. ALONG THE PERIMETER OF THE
SUBDIVISION. ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU.
13. THE STREETS FOR THIS DEVELOPMENT WILL BE CONSTRUCTED TO THE RURAL STREET
STANDARDS PER BRAZOS COUNTY REQUIREMENTS WITH THE ADDITIONAL REQUIREMENT THAT
THE PAVEMENT SURFACE BE 2" OF HOT MIX ASPHALTIC CONCRETE TO MEET CITY OF
COLLEGE STATION REQUIREMENTS.
14. COMPACTION OF FILL OR AN ENGINEERED SLAB IS REQUIRED FOR LOTS THAT HAVE GREATER
THAN 2 FEET OF FILL.
15. DRAINAGE OF THE LOTS WILL FOLLOW NATURAL DRAINAGE PATTERNS. BORROW DITCHES WILL
CONVEY RUNOFF TO CULVERT STRUCTURES OR TO NATURAL DRAINAGES. THE EXISTING
DRAINAGE WAYS SHALL BE PRESERVED IN THEIR CONDITION AND THE NATURAL FLOW OF
WATER IN THE EXISTING DRAINAGE WAYS SHALL NOT BE OBSTRUCTED.
16. DRAINAGE FOR TINS PHASE WAS COVERED WITH THE MASTER DETENTION REPORT SUBMITTED
WITH PHASE 2 OF THE SUBDIVIWN TITLED "STORM WATER DETENTION ANALYSIS FOR THE
WINDING CREEK ESTATES SUBDIVISION". NO DETENTION IS NEEDED IN THIS PHASE BECAUSE
THE DETENTION POND DESIGNED IN PHASE 2 AND THE PROPOSED CULVERTS ACCOMMODATE
ALL INCREASE IN PEAK FLOWS FOR THE ENTIRE SUBDIVISION.
17. LOTS ARE TO BE SEWERED BY INDIVIDUAL ON —SITE SEWAGE FACILITIES (OSSFs) WHICH MUST
COMPLY WITH ALL COUNTY & STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST
HAVE AN "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH
DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY
THE COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF
SECTION 21.084 OF THE TEXAS WATER CODE. ON —SITE SEWAGE FACILMES DISPOSAL AREAS
SHALL NOT ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY 70N`'E OF A PRIVATE OR
PUBLIC WELL, RESPECTIVELY.
18. ALL TREES AND BRUSH SHALL BE REMOVED FROM THE ROADWAY RIGHTS -OF —WAY,
RIGHTS —OF —WAY DEDICATION AREAS AND PUBLIC UTILITY EASEMENTS.
19. EXISTING UTILITIES LOCATED IN RIGHTS —OF —WAY DEDICATION AREAS WILL BE RELOCATED INTO
THE ADJACENT PUBLIC UTILITY EASEMENT AT THE DEVELOPER'S EXPENSE.
20. THIS REPLAT WAS PREPARED TO REFLECT THE TITLE REPORT ISSUED BY SOUTH LAND TITLE
COMPANY, GF NO. BC2211820, EFFECTIVE DATE: 09-08-2022 AND NOTHING FURTHER
CERTIFICATE DATED 5-13-2024, CERTIFICATE NUMBER: BCTP2402487. EASEMENTS AND
RESTRICTIONS ARE ADDRESSED AS FOLLOWS.
— (18077/179; 19191 /274 OPRBCT) EASEMENTS LINES SHOWN ON PLAT DO APPLY TO
THIS LOT AS SHOWN HEREON. BUILDING LINES NOTED ON PLAT DO APPLY TO THIS LOT.
— (141 /463 DRBCT) EASEMENT FROM FORREST G. WEST ET UX TO CITY OF BRYAN, DATED
JANUARY 16, 1950, DOES APPLY TO THIS LOT BUT IS BLANKET IN NATURE AND NOT
PLOTTABLE AND NOT SHOWN HEREON.
— (141 /583 DRBCT) RIGHT—OF—WAY EASEMENT FROM T. H. MOORE ET UX TO CITY OF
BRYAN, DATED FEBRUARY 24, 19509 DOES APPLY TO THIS LOT BUT IS BLANKET IN
NATURE AND NOT PLOTTABLE AND NOT SHOWN HEREON.
— (141 /472 DRBCT) BLANKET EASEMENT GRANTED TO THE CITY OF BRYAN, TEXAS BY
ALFRED COLLINS, ET UX, AS SET OUT IN INSTRUMENT [DATED JANUARY 25, 1950, DOES
NOT APPLY TO THIS LOT.
— (303/338 DRBCT) EASEMENT FROM J. NEAL PRATT ET AL TO WELLBORN WATER SUPPLY
CORPORATION, DATED NOVEMBER 10, 1972s DOES APPLY TO THIS LOT BUT IS BLANKET
IN NATURE AND NOT PLOTTABLE AND NOT SHOWN HEREON.
— (303/379 DRBCT) BLANKET EASEMENT GRANTED TO WELLBORN WATER SUPPLY
CORPORATION BY J. NEAL PRATT, AS SET OUT IN INSTRUMENT DATED NOVEMBER 10,
1971, DOES NOT APPLY TO THIS LOT.
—
(479/260 DRBCT) BLANKET EASEMENT GRANTED TO THE CITY OF BRYAN, TEXAS, BY
GREGG , ONLY GREER AS SET OUT IN INSTRUMENT DATED FEBRUARY 25, 19819 DOES NOT
APPLY' TO THIS LOT.
— (802/476 DRBCT) RIB -OF —WAY EASEMENT FROM J. NEAL PRATT ET UX TO CITY OF
BRYAN, DATED MAY 281, 19851, DOES APPLY TO THIS LOT BUT IS BLANKET IN NATURE
AND NOT PLOTTABLE AND NOT SHOWN HEREON.
— (809/319 DRBCT) BLANKET RIGHT—OF—WAY EASEMENT FROM PAUL PRATT TO WELLBORN
WATER SUPPLY CORPORATION, DATED JUNE 21, 1985, DOES NOT APPLY TO THIS LOT.
— (11719/13 OPRBCT) PARTIAL RELEASE AND QUITCLAIM OF EASEMENT FROM UNION
PACIFIC RAILROAD COMPANY TO SADDLE CREEK PARTNERS, LTD., DATED OCTOBER 31,
2013, DOES NOT CROSS THIS LOT.
— (18037/247 OPRBCT) EASEMENTS IN RESTRICTIONS DO APPLY TO THIS LOT AS SHOWN
HEREON. BUILDING SETBACKS IN RESTRICTIONS PAGE 9 DO APPLY TO THIS LOT.
— (18480/ 18 RELEASED BY 18639/ 229 OPRBCT) DEVELOPMENT SERVICE AGREEMENT
APPLYING TO THIS LOT WAS RELEASED BY 18639/229 OPRBCT.
— ALL OTHER ITEMS ARE NOT SURVEY ITEMS AND/OR ARE NOT ADDRESSED BY THIS PLAT.
21. BRAZOS COUNTY WILL BE RESPONSIBLE FOR MAINTAINING PUBLIC DRAINAGE EASEMENTS. THE
HOME OWNERS' ASSOCIATION (HOA) AND LOT OWNERS WILL MAINTAIN THE PRIVATE DRAINAGE
EASEMENTS.
22. NO STRUCTURE OR LAND WITHIN THIS PLAT SHALL HEREAFTER BE LOCATED OR ALTERED
WITHOUT FIRST OBTAINING A DEVELOPMENT PERMIT FROM THE BRAZOS COUNTY FLOODPLAIN
ADMINISTRATOR. THE MINIMUM LOWEST FINISHED FLOOR ELEVATION SHALL BE ONE (1) FOOT
HIGHER THAN THE HIGHEST SPOT ELEVATION THAT IS LOCATED WITHIN FIVE (5) FEET OUTSIDE
THE PERIMETER OF THE BUILDING, OR TWO (2) FEET ABOVE THE BASE FLOOD ELEVATION
("BFE"), WHICHEVER IS HIGHER.
23. RURAL MAILBOXES SHALL BE SET FIVE (5) FEET FROM THE EDGE OF THE PAVEMENT OR
BEHIND CURBS, WHEN USED. ALL MAILBOXES WITHIN COUNTY ARTERIAL RIGHT—OF—WAY SHALL
MEET THE CURRENT TXDOT STANDARDS. ANY MAILBOX THAT DOES NOT MEET THIS
REQUIREMENT MAY BE REMOVED BY BRAZOS COUNTY. FOR SINGLE—FAMILY RESIDENTIAL
DEVELOPMENTS, MULTI --UNIT RESIDENTIAL DEVELOPMENTS OR MANUFACTURED HOME
COMMUNITIES, NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNITS ("NDCBUs"), OR
COMMUNITY MAILBOXES, SHALL BE REQUIRED. IF POSSIBLE, THESE MAILBOX UNITS SHOULD
BE INSTALLED ON LOW VOLUME INTERSECTING ROAD WAYS OR ON PRIVATE PROPERTY.
LOCATIONS FOR THE NDCBUs SHALL BE SHOWN ON CONSTRUCTION PLANS.
24. 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 PLACEQ 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 IMPROVEMENT'S 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.
25. 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.
CERTIFICATE OF OWNERSHIP AND DEDICATION
STATE OF TEXAS
COUNTY OF BRAZOS
I, M.L. Schehin, Manager of Wellborn Winding Creek, LLC, owner and developer of the
land shown on this plat, and designated herein as the Winding Creek Estates, Phase
5, Block 6, Lot 71 R and Common Area 3 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 therein
expressed. All such dedications shall be in fee simple unless expressly provided
otherwise.
M.L. Sche in, Manager
Wellborn Winding Creek, LLC
STATE OF TEXAS
COUNTY OF BRAZOS
Before me, the undersigned authority, on this day personally appeared M.L. Schehin,
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.
Given under my hand and seal on this ___ day of �, 20—.
oe
lCH ADD C. FLORES
®lti:-y f' u i i c, State of Texas
Notar Public, B ozosqp4!�#',Texas
Comm. t� xpirts 03/29/2028
i .
• ^y
i`' Notary ID 128935919 .� .-----
hhoj kFetti•�tt�l�
CERTIFICATE OF ADMINISTRATOR
I, ', -Administrator of the City of College Station, Texas, hereby
Y
certif -at this Subdivision Plat conforms to the requirements of the Subdivision
Regulations of the City of College Station.
Administrator --
City of College Station, Texas`,'
CERTIFICATE OF APPROVAL
This subdivision was duly approved by the Commissioners Court of Brazos County,
Texas, as the Final Plat of such subdivision on 45 day of
— 1------- 20,e
Sign d this the day of � ��. , 20_1..
County Judge, Brazos County
CEP
TIFICATE OF CITY ENGINEER
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.
City Engineer
City of College Station
FIELD NOTES DESCRIPTION
OF A
4.479 ACRE TRACT
J.C. STUTEVILLE SURVEY, ABSTRACT NO. 216
BRAZOS COUNTY, TEXAS
A FIELD NOTES DESCRIPTION OF 4.479 ACRES IN THE J.C. STUTEVILLE SURVEY,
ABSTRACT NO. 216, IN BRAZOS COUNTY, TEXAS, BEING ALL OF LOT 71, BLOCK 6,
WINDING CREEK ESTATES PHASE 5 AS DEPICTED ON THE PLAT RECORDED IN
VOLUME 19191, PAGE 274 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY,
TEXAS (OPRBCT); SAID 4.479 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 `i<ERR SURVEYING" unless otherwise noted) on the southeast
right—of—way of Legend Oaks Court (70 foot right—of—way, 19191 /274 OPRBCT)
marking the northwest common corner of Lots 70 and 71, Block 6; for reference
the City of College Station GPS Monument #4 bears N 22' 42' 57" W a distance
of 5,553.17 feet;
THENCE, with the common line of said Lots 70 and 71, Block 6, S 41' 16' 51" E,
passing at a distance of 470.99 feet a 1 /2 inch iron rod found on property line,
and continuing on for a total distance of 547.57 feet to a point in creek being
an angle point in the north boundary of a called 14.787 acre tract described in a
deed to Amsted Holdings, LLC in Volume 15604, Page 144 (OPRBCT) and being
the southeast common corner of said Lots 70 and 71;
THENCE, with the common boundary of said 14.787 acre tract and said Lot 71,
generally along the centerline of the creek, for the following sixteen (16) courses
and distances:
1) S 27" 35' 02" W a distance of 41.15 feet;
2)S 47. 57' 24" E a distance of 37.84 feet;
3)N 80' 56' 04" E a distance of 43.69 feet;
4)N 60" 41' 00" E a distance of 13.24 feet;
5)S 71. 11" 52" E a distance of 33.57 feet;
6)S 56. 02' 53" E a distance of 23.40 feet;
7)S 180 58' 14" E a distance of 37.66 - feet;
8)S 21. 28' 25" W a distance of 44.13 feet;
9)S 72' 22' 11" W a distance of 46.97 feet;
10) S 78' 35' 47" W a distance of 67.01 feet;
11) S 68' 37' 51" W a distance of 34.86 feet;
12) S 46' 37' 57" W a distance of 36.53 feet;
13) S 20" 46' 17" W a distance of 47.16 feet;
14) S 030 26' 31" W a distance of 122.68 feet;
15) S 05" 08' 51* W a distance of 68.28 feet;
16) S 19- 25' 29" W a distance of 23.77 feet to a point marking the southeast
common corner of the remainder of a called 5CLd0 acre tract described in a
deed to Wellborn Winding Creek, . LLC (14429/39 OPRBCT) and said lot 71;
THENCE, with said remainder of 50.00 acre tract, with a curve to the right having
a radius of 797.50 feet, an arc length of 256.84 feet, a delta angle of 18' 27'
10", and a chord which bears N 32' 04' 46" W a distance of 255.73 feet, (having
passed along said curve at a chord distance of 121.58 feet a 1 /2 inch iron rod
found on said curve) to a 1 /2 inch iron rod found with yellow plastic cap stamped
`KERR 4502";
THENCE, continuing partly with the northeast line of said remainder of 50.00 acre
tract and partly with the northeast right—of—way of Bending Branch Drive (105
foot right—of—way, 19191/274 OPRBCT), N 22` 51' 11" W a distance of 617.80 feet
to a 1 /2 inch iron rod found;
THENCE, wft a right—of—way transition said Bending Branch Drive to said
Legend Oaks Court, N 21' 50' 45" E a distance of 35.54 feet to a 1 /2 inch iron
rod found;
THENCE, with said Legend Oaks Court, with a curve to the left having a radius of
410.00 feet, an arc length of 117.18 feet, a delta angle of 16' 22' 33", and a
chord which bears N 56' 54' 26" E a distance of 116.78 feet to the POINT OF
BEGINNING hereof and containing 4.479 acres of land, more or less.
CERTIFICATE OF THE SURVEYOR
STATE OF TEXAS
COUNTY OF BRAZOS`
F
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*(P
prepared from an actual survey of the property and that the property markers ""L"" 0' , °"° "" "°
and monuments were placed under my supervision on the ground.4 �r1 K' 1NE
TWI
&i 1
l
-- R.P.L.S. No. 6531 00
CERTIFICATE OF COUNTY CLERK
Filed for Record
Official Public Records Of:
�_'T 1' Op
Brazos County Clerk
rfi f
On: 8i512024 3:33:47 PM�
,i ,
In the PLAT Records
Doc Number: 2024-1535713
Y"
Volume—Page: 19364— 27
Number of Pages: 2
Amount: 72.00
Order : 20240805000121
By: MC
County Clerk --- —•
Brazos County, Texas
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NOT TO SCALE