HomeMy WebLinkAbout2022-4324 - Ordinance - 01/13/2022ORDINANCE NO. 2022-4324
AN ORDINANCE MAKING CERTAIN AFFIRMATIVE FINDINGS AND VACATING
AND ABANDONING A 0.489 ACRE PORTION OF THE VARIABLE WIDTH RIGHT
OF WAY OF TURKEY CREEK ROAD, SAID PORTION LYING WITHIN THE J. H.
JONES LEAGUE, ABSTRACT 26, ACCORDING TO THE CONVEYANCE DEED
RECORDED IN VOLUME 195, PAGE 241 OF THE DEED RECORDS OF BRAZOS
COUNTY, TEXAS.
WHEREAS, the City of College Station, Texas, has received an application for the
vacation and abandonment of a 0.489 acre portion of the variable width Right -Of -Way of
Turkey Creek Road, said portion lying within the J. H. Jones League, Abstract 26,
according to the Conveyance Deed recorded in volume 195, page 241, of the Deed Records
of Brazos County, Texas, as described in Exhibit "A" attached hereto (such portion
hereinafter referred to as the "Right -of -Way"); and
WHEREAS, in order for Right -of -Way to be vacated and abandoned by the City Council
of the City of College Station, Texas, the City Council must make certain affirmative
findings; now therefore,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION,
TEXAS:
PART 1:
That after opening and closing a public hearing, the City Council finds the
following pertaining to the vacating and abandoning of the Right -of -Way
described in Exhibit "A" attached hereto and made a part of this ordinance
for all purposes.
1. Abandonment of the Right -of -Way will not result in property that
does not have access to public roadways or utilities.
2. Other than as set forth herein, there is no public need or use for the
Right -of -Way;
3. Except as may be provided for in this ordinance, there is no
anticipated future public need or use for the Right -of -Way;
4. As set forth in this ordinance, abandonment of the Right -of -Way
will not impact access for all public utilities to serve current and
future customers;
ORDINANCE NO. 2022-4324 Page 2 of 13
5. Utility infrastructure exists within the Right-of-way and the City has
a continuing need for currently remaining public utilities to
remain within the Right-of-way, and said uses are expressly not
abandoned herein; and
PART 2: That the Right -of -Way as described in Exhibit "A" be abandoned and
vacated by the City subject to the following conditions:
1. The City shall retain a 10-foot public utility easement for existing
and future infrastructure and a variable width public drainage
easement for the conveyance and maintenance of drainage from
street runoff as defined in Exhibit "B".
PASSED, ADOPTED and APPROVED this 13th day of January, 2022.
ATTEST: APPROVED:
Ad17Aorte61
City Secretary Mayor
APPROVED:
City Attorney
ORDINANCE NO. 2022-4324 Page 3 of 13
Exhibit "A"
1
SCALE: 1" = 50'
SURVEYOR'S CERTIFICATE:
CURVE RADIUS DELTA ANGLE ARC LENGTH CHORD BEARING CHORD LENGTH
C1 850.01' 14°15'11" 211.45' N 39°43'56" W 210.91'
C2 1,203.59' 4°32'03" 95.25' N 13°48'20" W 95.22'
C3 1,260.01' 1°41'11" 37.08' N 39°21'46" E 37.08'
C4 1,103.59' 21°39'13" 417.08' S 21°16'54" E 414.60'
5/8 INCH IRON ROD / N/F
FOUND (CM) JOHN C. BOGARD, III
CALLED 2.77 ACRE TRACT
(973/733 ORBCT)
i�n
/ Iyo,
c �' � / (8; 51 8 INCN 1a0N a00
�co ;ou?
a RF na.
rum,. 36 E 296s.
/ I N 80°28'
5/B INCH IRON ROD
FOUND (CM) BEARS:
S B0°28'36" W 0.66'
I, DILLON MEANS, R.P.L.S. NO. 6770, DO HEREBY CERTIFY THAT THIS SURVEY
SUBSTANTIALLY COMPLIES WITH THE CURRENT TEXAS SOCIETY OF PROFESSIONAL
SURVEYORS MANUAL OF PRACTICE REQUIREMENTS FOR A CATEGORY 1B,
CONDITION 3, TSPS STANDARD LAND SURVEY AS MADE ON THE GROUND UNDER
MY SUPERVISION.
-11-3Qa•`
J. DILLON MEANS
REGISTERED PROFESSIONAL
LAND SURVEYOR NO. 6770
Q •G\STfR :.
J. DILLON MEANS
6770
(1 %-Pess\0 yOsuilVY-
TSPS STANDARD LAND SURVEY PLAT
OF A
0.489 ACRE TRACT
PORTION OF FM 2513 - TURKEY CREEK ROAD
J. H. JONES LEAGUE, A-26
COLLEGE STATION, BRAZOS COUNTY, TEXAS
"When one person stands
to gain over another, the
fads must be uncovered"
SCALE:1 INCH = 50 FEET
SURVEY DATE: 07-30-2021 PLAT DATE: 08-02-2021
JOB NUMBER:21.5421 CAD NAME: 21-542
POINT FILE: 21-542 (job)
DRAWN BY: NLBW CHECKED BY: IBM
PREPARED BY: KERR SURVEYING, LLC
TBPELS FIRM#10018500
409 N. TEXAS AVENUE, BRYAN, TEXAS 77803
PHONE: (979) 268-3195
SURVEYSra KERRSURVEYING.NET I KERRLANDSURVEYING.COM
REVISED 11-17-21
GENERAL NOTES
BEARING SYSTEM SHOWN HEREON 15 BASED ON THE TEXAS STATE
PLANE CENTRAL ZONE GRID NORTH AS ESTABLISHED FROM GPS
OBSERVATION USING THE LEICA SMARTNET NAD83 (NA2011)
EPOCH 2010 MULTI -YEAR CORS SOLUTION 2 (MYCS2).
DISTANCES SHOWN HEREON ARE SURFACE DISTANCES UNLESS
OTHERWISE NOTED. TO OBTAIN GRID DISTANCES (NOT AREAS)
DIVIDE BY A COMBINED SCALE FACTOR OF 1.00010685810192
(CALCULATED USING GEOID12B).
(CM) INDICATES CONTROLLING MONUMENT FOUND AND USED TO
ESTABLISH PROPERTY BOUNDARIES.
THIS PLAT WAS PREPARED IN CONJUNCTION WITH A FIELD NOTES
DESCRIPTION (METES AND BOUNDS). THE PLAT AND FIELD NOTES
ARE INTENDED TO BE ONE INSTRUMENT TOGETHER.
N/F
ROSS LILLEKER AND JENNIFER LILLEKER
CALLED 5.088 ACRES
(10852/270 Er 7749/69 OPRBCT)
POINT OF BEGINNING
5/8 INCH IRON ROD WITH
CAP STAMPED "KERR 4502"
FOUND (CM)
N 32°06'30" W 7.71'
LEGEND:
DRBCT = DEED RECORDS OF BRAZOS
COUNTY, TEXAS
ORBCT = OFFICIAL RECORDS OF
BRAZOS COUNTY, TEXAS
OPRBCT = OFFICIAL PUBLIC RECORDS
OF BRAZOS COUNTY, TEXAS
123/456 = VOLUME AND PAGE FROM
PUBLIC COUNTY RECORDS
N/F = NOW OR FORMERLY
() = RECORD INFORMATION
Q = 1/2 INCH IRON ROD WITH CAP
STAMPED "KERR SURVEYING" SET
UNLESS OTHERWISE NOTED
W000 FENCE
5/8 INCH IRON ROD WITH
CAP STAMPED "KERR
4502" FOUND (CM)
N/F
DANNY DANIEL
CALLED 4.934 ACRE TRACT
(14630/187 ORBCT)
FIELD NOTES DESCRIPTION
OF A
0.489 ACRE TRACT
J. H. JONES LEAGUE, ABSTRACT 26
COLLEGE STATION, BRAZOS COUNTY, TEXAS
A FIELD NOTES DESCRIPTION OF 0.489 ACRES IN THE J. H. JONES LEAGUE, ABSTRACT 26, COLLEGE STATION, BRAZOS
COUNTY, TEXAS, BEING A PORTION OF THE 100' RIGHT-OF-WAY OF TURKEY CREEK ROAD RECORDED IN VOLUME 195, PAGE
241 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS; SAID 0.489 ACRES BEING MORE PARTICULARLY DESCRIBED BY
METES AND BOUNDS AS FOLLOWS:
COMMENCING at a 5/8 inch iron rod with cap stamped "KERR 4502" found on the northeast line of Turkey Creek Road
marking the south corner of a called 5.008 acre tract conveyed to Ross Lilleker and Jennifer Lilleker in Volume 7749, Page
69 of the Official Public Records of Brazos County, Texas (OPRBCT);
THENCE, along the northeast line of Turkey Creek Road, N 32° 06' 30" W a distance of 7.71 feet to a 5/8 inch iron rod with
cap stamped "KERR 4502" found and the POINT OF BEGINNING of this herein described tract;
THENCE, through said right-of-way of Turkey Creek Road, 100.00 feet from and parallel to the realigned southwest line of
Turkey Creek Road as conveyed to the City of Bryan in Volume 9267, Page 132 (OPRBCT) for the following three (3) courses:
1) N 32° 36' 21' W a distance of 142.85 feet to a 1/2 inch iron rod with cap stamped "KERR SURVEYING" set for a
paint of curvature;
2) along a curve to the left having a radius of 850.01 feet, a delta angle of 14° 15' 11", and arc distance of 211.45 feet,
and a chord which bears N 39° 43' 56" W a distance of 210.91 feet to a 1/2 inch iron rod with cap stamped "KERR
SURVEYING" set for the end of said curve;
3) N 46° 51' 32" W a distance of 94.06 feet to a 1/2 inch iron rod with cap stamped "KERR SURVEYING" set on the
existing westerly line of Turkey Creek Road for a point of curvature;
THENCE, along the existing westerly line of Turkey Creek Road and along a curve to the right having a radius of 1203.59
feet, a delta angle of 04° 32' 03", an arc distance of 95.25 feet and a chord which bears N 13° 48' 20" W a distance of 95.22
feet to a 1/2 inch iron rod with cap stamped "KERR SURVEYING" set on the extension of the southeast line of HSC Parkway
(9267/132 OPRBCT) for the end of said curve;
THENCE, through said right-of-way of Turkey Creek Road with the extension of the southeast line of HSC Parkway and
along a curve to the left having a radius of 1260.01 feet, a delta angle of 01° 41' 11", an arc distance of 37.08 feet and a
chord which bears N 39° 21' 46" E a distance of 37.08 feet to a 1/2 inch iron rod set on the extension of the common line
1IPage
21-542.docx
a
of said 5.088 acre tract and a called 2.77 acre tract conveyed to John C. Bogard, III, in Volume 973, Page 733 of the Official
Records of Brazos County, Texas (ORBCT) and the northwest corner of this herein described tract;
THENCE, continuing through said right-of-way and along the extension of the common line of said 5.088 acre tract and
said 2.77 acre tract, N 80° 28' 36" E, at 70.80 feet pass a 5/8 inch iron rod found, continue on a total distance of 71.46 feet
to a calculated point on the existing easterly line of Turkey Creek Road for the northeast corner of this herein described
tract, for reference a 5/8 inch iron rod found marking an angle point in said common line bears N 80° 28' 36" E a distance
of 296.77 feet and also for reference College Station control monument CS94-164 bears N 01° 52' 57" W a distance of
1560.54 feet;
THENCE, along the existing easterly line of Turkey Creek Road, same being the westerly line of said 5.088 acre tract, for
the following two (2) courses:
1) along a curve to the left having a radius of 1103.59 feet, a delta angle of 21° 39' 13", an arc distance of 417.08 feet,
and a chard which bears 5 21° 16' 54" E a distance of 414.60 feet to a 1/2 inch iron rod with cap stamped "KERR
SURVEYING" set for the end of said curve;
2) 5 32° 06' 30" E a distance of 110.37 feet to the POINT OF BEGINNING hereof, and containing 0.489 acres, more or
less.
Surveyed on the ground July 2021 under my supervision. The bearing basis for this survey is based on the Texas State
Plane Central Zone Grid North (NAD83) as established from GPS observation. Distances described herein are surface
distances. To obtain grid distances (not areas) divide by a combined scale factor of 1.00010685810192 (calculated using
geaidl2b).
#,P-EOF R-i'
y4w 'ocr\
J. DILLON MEANS
J. Dillon Means
Registered Professional Land Surveyor No. 6770
Revised 11-17-21
KERR
SURVEYING
Kerr Surveying, LLC 1409 N. Texas Ave. Bryan, TX 77803
Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com
Surveus(alkerrsurveuina.net I TBPELS Firm No.10018500
2IPage
21-542.docx
ORDINANCE NO. 2022-4324 Page 7 of 13
Exhibit "B"
5/B INCH IRON
ROD FOUND (CM)
RADIUS=1,260.01' e�•
ARC DIST=37.08' �c`6
DELTA=1°41'11"
TANGENT=18.54'
CHORD=N 39°21'46" E 37.08'
RADIUS=1,203.59'
DELTA=4°32'03"
ARC=95.25'
TANGENT=47.65'
CHORD=N 13°48'20" W 95.22'
ey
�,
2,2)
/ N80°2936" E
1J}.89'
N S0°2836" E 56.58'
RADIUS=1,270.02'
// ARC DIST=43.58'
DELTA=1°5T58"
TANGENT=21.79'
% CHORD=5 39°00'11" W 43.58'
SIB INCH IRON :
FOUND, 2965T1
80°283°
5/8 INCH IRON ROD
FOUND (CM) BEARS:
5 80°28'36" W 0.66'
SURVEYOR'S CERTIFICATE:
RADIUS=1,193.59'
ARC DI5T=86.88'
DELTA=4°10'13"
TANGENT=43.46'
CHORD=513°51'20" E 86.86'
I, DILLON MEANS, R.P.L.S. NO. 6770, DO HEREBY CERTIFY THAT THIS
SURVEY SUBSTANTIALLY COMPLIES WITH THE CURRENT TEXAS
SOCIETY OF PROFESSIONAL SURVEYORS MANUAL OF PRACTICE
REQUIREMENTS FOR A CATEGORY 1B, CONDITION 3, TSPS STANDARD
LAND SURVEY AS MADE ON THE GROUND UNDER M SUPERVISION.
1. DILLON MEANS
REGISTERED PROFESSIONAL
LAND SURVEYOR NO. 6770
TSPS STANDARD LAND SURVEY PLAT
OF A
10' PUBLIC UTILITY EASEMENT
4093 SQUARE FEET
PORTION OF TURKEY CREEK ROAD
J. H. JONES LEAGUE, A-26
COLLEGE STATION, BRAZOS COUNTY, TEXAS
"When one person stands
to gain over another, the
facts must be uncovered"
N/F
JOHN C. BOGARD, III
CALLED 2.77 ACRE TRACT
(973/733 ORBCT)
N/F
ROSS LILLEKER AND
JENNIFER LILLEKER
CALLED 5.088 ACRES
(10852/270 6- 7749/69
OPRBCT)
RADIUS=860.01'
DELTA=9°23'45"
ARC=141.03'
TANGENT=70.67'
CHORD=5 42°09'39" E
140.87'
RADIUS=850.01'
DELTA=14°1511"
ARC=211.45'
TANGENT=106.2T
CHORD=N 39°43'56" W 210.91'
SCALE:1 INCH = 60 FEET
SURVEY DATE: 07-30-2021 I PLAT DATE: 08-27-2021
JOB NUMBER: 21-7171 CAD NAME: 21-717
POINT FILE: 21-542 (job)
DRAWN BY: NLBW CHECKED BY:10M
PREPARED BY: KERR SURVEYING, LLC
TBPELS FIRM#10018500
409 N. TEXAS AVENUE, BRYAN, TEXAS 77803
PHONE: (979) 268-3195
SURVEYS4aKERRSURVEYING.NETIKERRLANOSURVEYING.COM
REVISED 11-16-21
SCALE: 1" = 60'
LEGEND:
• DRBCT = DEED RECORDS OF BRAZOS COUNTY TEXAS
• ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY,
TEXAS
• OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS
COUNTY, TEXAS
• 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY
RECORDS
• N/F = NOW OR FORMERLY
• ()= RECORD INFORMATION
• Q = 1/2 INCH IRON ROD WITH CAP STAMPED "KERR
SURVEYING" FOUND UNLESS OTHERWISE NOTED
GENERAL NOTES
BEARING SYSTEM SHOWN HEREON IS BASED ON THE
TEXAS STATE PLANE CENTRAL ZONE GRID NORTH AS
ESTABLISHED FROM GPS OBSERVATION USING THE
LEICA SMARTNET NAD83 (NA2011) EPOCH 2010
MULTI -YEAR CORS SOLUTION 2 (MYCS2).
DISTANCES SHOWN HEREON ARE SURFACE DISTANCES
UNLESS OTHERWISE NOTED. TO OBTAIN GRID
DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE
FACTOR OF 1.00010685810192 (CALCULATED USING
GEOID12B).
(CM) INDICATES CONTROLLING MONUMENT FOUND AND
USED TO ESTABLISH PROPERTY BOUNDARIES.
THIS PLAT WAS PREPARED IN CONJUNCTION WITH A
FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE
PLAT AND FIELD NOTES ARE INTENDED TO BE ONE
INSTRUMENT TOGETHER.
RADIUS=1,103.59'
DELTA=5°28'41"
ARC=105.51'
TANGENT=52.80'
CHORD=S 29°22'10" E 105.47'
POINT OF BEGINNING
5/8 INCH IRON ROD WITH
CAP STAMPED 'KERR
4502' FOUND (CM)
N 32°06'30" W 7.71'
5/8 INCH IRON ROD WITH
CAP STAMPED 'KERR
4502' FOUND (CMI
N/F
DANNY DANIEL
CALLED 4.934 ACRE TRACT
(14630/187 ORBCT)
♦
<KERR
`SURVEYING
J
FIELD NOTES DESCRIPTION
OF A
10' PUBLIC UTILITY EASEMENT
4093 SQUARE FEET
J. H. JONES LEAGUE, ABSTRACT 26
COLLEGE STATION, BRAZOS COUNTY, TEXAS
A FIELD NOTES DESCRIPTION OF 4093 SQUARE FEET IN THE J. H. JONES LEAGUE, ABSTRACT 26, COLLEGE STATION, BRAZOS
COUNTY, TEXAS, BEING A PORTION OF A PROPOSED 0.489 ACRE RIGHT-OF-WAY ABANDONMENT OF THE 100' RIGHT-OF-
WAY OF TURKEY CREEK ROAD RECORDED IN VOLUME 195, PAGE 241 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS;
SAID 4093 SQUARE FEET BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING at a 5/8 inch iron rod with cap stamped "KERR 4502" found on the northeast line of Turkey Creek Road
marking the south corner of a called 5.008 acre tract conveyed to Ross Lilleker and Jennifer Lilleker in Volume 7749, Page
69 of the Official Public Records of Brazos County, Texas (OPRBCT);
THENCE, along the northeast line of Turkey Creek Road, N 32° 06' 30" W a distance of 7.71 feet to a 5/8 inch iron rod with
cap stamped "KERR 4502" found and the POINT OF BEGINNING of this herein described tract, for reference City of College
Station control monument CS94-164 bears N 07° 16' 33" W a distance of 2056.24 feet;
THENCE, through said right-of-way of Turkey Creek Road, 100.00 feet from and parallel to the realigned southwest line of
Turkey Creek Road as conveyed to the City of Bryan in Volume 9267, Page 132 (OPRBCT) for the following three (3) courses:
1) N 32° 36' 21" W a distance of 142.85 feet to a 1/2 inch iron rod with cap stamped "KERR SURVEYING" found for a
point of curvature;
2) along a curve to the left having a radius of 850.01 feet, a delta angle of 14° 15' 11", and arc distance of 211.45 feet,
and a chord which bears N 39° 43' 56" W a distance of 210.91 feet to a 1/2 inch iron rod with cap stamped "KERR
SURVEYING" found for the end of said curve;
3) N 46° 51' 32" W a distance of 94.06 feet to a 1/2 inch iron rod with cap stamped "KERR SURVEYING" found on the
existing westerly line of Turkey Creek Road for a paint of curvature;
THENCE, along the existing westerly line of Turkey Creek Road and along a curve to the right having a radius of 1203.59
feet, a delta angle of 04° 32' 03", an arc distance of 95.25 feet and a chord which bears N 13° 48' 20" W a distance of
95.22 feet to a 1/2 inch iron rod with cap stamped "KERR SURVEYING" found on the extension of the southeast line of HSC
Parkway (9267/132 OPRBCT) for the end of said curve;
1IPage
21-717.docx
4%
THENCE, through said right-of-way of Turkey Creek Road with the extension of the southeast line of HSC Parkway and
along a curve to the left having a radius of 1260.01 feet, a delta angle of 01° 41' 11", an arc distance of 37.08 feet and a
chord which bears N 39° 21' 46" E a distance of 37.08 feet to the north corner of this herein described easement;
THENCE, continuing through said right-of-way of Turkey Creek Road for the fallowing three (3) courses:
1) N 80° 28' 36" E a distance of 14.89 feet to a point of curvature;
2) along a curve to the right having a radius of 1270.02 feet, a delta angle of 01° 57' 58", an arc distance of 43.58 feet
and a chord which bears 5 39° 00' 11" W a distance of 43.58 feet to the end of said curve;
3) along a curve to the left having a radius of 1193.59 feet, a delta angle of 04° 10' 13", an arc distance of 86.88 feet,
and a chord which bears 513° 51' 20" E a distance of 86.86 feet to the end of said curve;
4) 5 46° 51' 32" E a distance of 91.30 feet to a point of curvature;
5) along a curve to the right having a radius of 860.01 feet, a delta angle of 09° 23' 45", an arc distance of
4141.03 feet, and a chord which bears 5 42° 09' 39" E a distance of 140.87 feet to the end of said curve on the
existing easterly line of FM 2513;
THENCE, along the existing easterly line of Turkey Creek Road, same being the westerly line of said 5.088 acre tract, for
the following two (2) courses:
1) along a curve to the left having a radius of 1103.59 feet, a delta angle of 05° 28' 41", an arc distance of 105.51 feet,
and a chord which bears 5 29° 22' 10" E a distance of 105.47 feet to a 1/2 inch iron rod with cap stamped "KERR
SURVEYING" found for the end of said curve;
2) 5 32° 06' 30" E a distance of 110.37 feet to the POINT OF BEGINNING hereof, and containing 4093 square feet,
mare or less.
Surveyed on the ground July 2021 under my supervision. The bearing basis for this survey is based on the Texas State Plane
Central Zone Grid North (NAD83) as established from GPS observation. Distances described herein are surface distances. To
obtain grid distances (not areas) divide by a combine ' scale factor of 1.00010685810192 (calculated using geoidl2b). Reference
drawing: 21-717.
J. Dillon Means
Registered Professional Land Surveyor No. 6770
Revised 11-16-2021
KERR
SURVEYING
Kerr Surveying, LLC 1409 N. Texas Ave. Bryan, TX 77803
Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com
Surveus(ikerrsurveuina.net I TBPELS Firm No.10018500
2IPage
21-717.docx
LINE BEARING DISTANCE
Ll N 80°28'36" E 1.61'
L2 S 11°29'57" E 36.54'
L3 516°05'03" E 49.17'
L4 S 21°40'17" E 48.36'
L5 S 30°46'36" E 85.31'
GENERAL NOTES
BEARING SYSTEM SHOWN HEREON IS BASED ON THE
TEXAS STATE PLANE CENTRAL ZONE GRID NORTH AS
ESTABLISHED FROM GPS OBSERVATION USING THE
LEICA SMARTNET NAD83 (NA2011) EPOCH 2010
MULTI -YEAR COBS SOLUTION 2 (MYCS2).
DISTANCES SHOWN HEREON ARE SURFACE DISTANCES
UNLESS OTHERWISE NOTED. TO OBTAIN GRID
DISTANCES (NOT AREAS) DIVIDE BY A COMBINED SCALE
FACTOR OF 1.00010685810192 (CALCULATED USING
GEOID12B).
(CM) INDICATES CONTROLLING MONUMENT FOUND AND
USED TO ESTABLISH PROPERTY BOUNDARIES.
THIS PLAT WAS PREPARED IN CONJUNCTION WITH A
FIELD NOTES DESCRIPTION (METES AND BOUNDS). THE
PLAT AND FIELD NOTES ARE INTENDED TO BE ONE
INSTRUMENT TOGETHER.
SURVEYOR'S CERTIFICATE:
CURVE
I Cl
I C2
I C3
RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH
850.01' 22.44' 1030'45" N 46°06'09" W 22.44'
1,203.59' 95.25' 4°32'03" N 13048'20" W 95.22'
1,260.01' 37.06' 1041'11" N 39°21'46" E 37.08'
I, DILLON MEANS, R.P.L.S. NO. 6770, DO HEREBY CERTIFY THAT THIS
SURVEY SUBSTANTIALLY COMPLIES WITH THE CURRENT TEXAS
SOCIETY OF PROFESSIONAL SURVEYORS MANUAL OF PRACTICE
REQUIREMENTS FOR A CATEGORY 1B, CONDITION 3, TSPS STANDARD
LAND SURVEY AS MADE ON THE GROUND UNDER MY SUPERVISION.
J. DILLON MEANS
REGISTERED PROFESSIONAL
LAND SURVEYOR NO. 6770
REVISED 11-29-21
TSPS STANDARD LAND SURVEY PLAT
OF A
0.117 ACRE PUBLIC DRAINAGE EASEMENT
(5,077 SQUARE FEET)
PORTION OF TURKEY CREEK ROAD
J. H. JONES LEAGUE, A-26
COLLEGE STATION, BRAZOS COUNTY, TEXAS
"When one person stands
to gain over another, the
facts must be uncovered"
SCALE:1 INCH = 60 FEET
SURVEY DATE: 07-30.2021 j PLAT DATE:11.16-2021
JOB NUMBER: 21.923 j CAD NAME: 21-923
POINT FILE: 21-542 (job)
DRAWN BY: WJB CHECKED BY: JOM
PREPARED BY: KERR SURVEYING, LLC
TBPELS FIRM#10018500
409 N. TEXAS AVENUE, BRYAN, TEXAS 77803
PHONE: (979) 268-3195
SURVEYS@KERRSURVEYING.NET I KERRLANDSURVEYING.COM
QO
co
rrt
<O F4
90�F
5/8 INCH IRON
ROD FOUND (CM)
/
tiy
R 80°28'36" E 69 35'
344
••
SCALE: 1" = 60'
0
2-A
us) rek
9
o
m O
N/F
JOHN C. BOGARD, III
CALLED 2.77 ACRE TRACT
(973/733 ORBCT)
SIB IRO IRON ROD
FOUND (CMl '
R 80°2836 E 96.1T
5/8 INCH IRON ROD
FOUND (CM) BEARS:
S 80°28'36" W 0.66'
N/F
ROSS LILLEKER AND
JENNIFER LILLEKER
CALLED 5.088 ACRES
(10852/270 6 7749/69
OPRBCT)
POINT OF
BEGINNING
LEGEND:
• ORBCT = DEED RECORDS OF BRAZOS COUNTY TEXAS
• ORBCT = OFFICIAL RECORDS OF BRAZOS COUNTY,
TEXAS
• OPRBCT = OFFICIAL PUBLIC RECORDS OF BRAZOS
COUNTY, TEXAS
• 123/456 = VOLUME AND PAGE FROM PUBLIC COUNTY
RECORDS
• N/F = NOW OR FORMERLY
• () = RECORD INFORMATION
• 0=1/2INCH IRON ROD WITH CAP STAMPED "KERR
SURVEYING" FOUND UNLESS OTHERWISE NOTED
FIELD NOTES DESCRIPTION
OF A
0.117 ACRE PUBLIC DRAINAGE EASEMENT
3603 SQUARE FEET
J. H. JONES LEAGUE, ABSTRACT 26
COLLEGE STATION, BRAZOS COUNTY, TEXAS
A FIELD NOTES DESCRIPTION OF 0.117 OF AN ACRE IN THE J. H. JONES LEAGUE, ABSTRACT 26, COLLEGE STATION, BRAZOS
COUNTY, TEXAS, BEING A PORTION OF A PROPOSED 0.489 ACRE RIGHT-OF-WAY ABANDONMENT OF THE 100' RIGHT-OF-
WAY OF TURKEY CREEK ROAD RECORDED IN VOLUME 195, PAGE 241 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS;
SAID 3603 SQUARE FEET BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING at a 5/8 inch iron rod with cap stamped "KERR 4502" found on the northeast line of Turkey Creek Road
marking the south corner of a called 5.008 acre tract conveyed to Ross Lilleker and Jennifer Lilleker in Volume 7749, Page
69 of the Official Public Records of Brazos County, Texas (OPRBCT);
THENCE, through the right-of-way of Turkey Creek Road, N 36° 08' 14" W a distance of 338.67 feet to a point on the
southwest line of said 0.489 acres and the POINT OF BEGINNING of this herein described tract, for reference City of College
Station control monument CS94-164 bears N 02° 05' 35" W a distance of 1773.76 feet;
THENCE, through said right-of-way of Turkey Creek Road, 100.00 feet from and parallel to the realigned southwest line of
Turkey Creek Road as conveyed to the City of Bryan in Volume 9267, Page 132 (OPRBCT) for the following two (2) courses:
1) along a curve to the left having a radius of 850.01 feet, a delta angle of 01° 30' 45", and arc distance of 22.44 feet,
and a chord which bears N 46° 06' 09''W a distance of 22.44 feet to a 1/2 inch iron rod with cap stamped "KERR
SURVEYING" found for the end of said curve;
2) N 46° 51' 32" W a distance of 94.06 feet to a 1/2 inch iron rod with cap stamped "KERR SURVEYING" found on the
existing westerly line of Turkey Creek Road for the southwest corner hereof;
THENCE, along the existing westerly line of Turkey Creek Road and along a curve to the right having a radius of
1203.59 feet, a delta angle of 04° 32' 03", an arc distance of 95.25 feet and a chord which bears N 13° 48' 20" W a distance
of 95.22 feet to a 1/2 inch iron rod with cap stamped "KERR SURVEYING" set on the extension of the southeast line of HSC
Parkway (9267/132 OPRBCT) far the end of said curve;
THENCE, through said right-of-way of Turkey Creek Road with the extension of the southeast line of HSC Parkway and
along a curve to the left having a radius of 1260.01 feet, a delta angle of 01° 41' 11", an arc distance of 37.08 feet and a
chord which bears N 39° 21' 46" E a distance of 37.08 feet to a 1/2 inch iron rod with cap stamped "KERR SURVEYING" set
Wage
21-923.docx
on the extension of the common line of said 5.088 acre tract and a called 2.77 acre tract conveyed to John C. Bogard, III, in
Volume 973, Page 733 of the Official Records of Brazos County, Texas (ORBCT), for the northwest corner of this herein
described tract;
THENCE, continuing through said right-of-way and along the extension of the common line of said 5.088 acre tract and
said 2.77 acre tract, with the northwest line of said 0.489 acre tract, N 80° 28' 36" E for a distance of 1.61 feet to the
northeast corner hereof, from which a calculated point on the existing easterly line of Turkey Creek Road, at the northwest
corner of said 5.088 acre tract and the northeast corner of said 0.489 acre tract, bears N 80° 28' 36" E a distance of 69.85
feet;
THENCE, continuing through said right-of-way of Turkey Creek Road, and through said 0.489 acres, for the following four
(4) courses:
1) 511° 29' 57" E a distance of 36.54 feet to a paint;
2) 516° 05' 03" E a distance of 49.17 feet to a point;
3) 5 21° 40' 17" E a distance of 48.36 feet to a point;
4) 5 30° 46' 36" E a distance of 85.31 feet to the POINT OF BEGINNING hereof, and containing 0.117 acres (5,077
square feet), more or less.
Surveyed on the ground July 2021 under my supervision. The bearing basis for this survey is based on the Texas State Plane
Central Zone Grid North (NAD83) as established from GPS observation. Distances described herein are surface distances. To
obtain grid distances (not areas) divide by a combined scale factor of 1.00010685810192 (calculated using geoidl2b). Reference
drawing: 21-923.
11/29/21
J. Dillon Means
Registered Professional Land Surveyor No. 6770
Revised 11-29-21
KERR
SURVEYING
Kerr Surveying, LLC 1409 N. Texas Ave. Bryan, TX 77803
Office: (979) 268-3195 I Web: www.kerrlandsurveuina.com
Surveus(a kerrsurveuina.net I TBPELS Firm No.10018500
2IPage
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