HomeMy WebLinkAboutRES 14-069RESOLUTION NO.14-069
WHEREAS, Northwest Beaumont Development, Ltd. has agreed to donate property
as described in Exhibit "A" and shown on Exhibit "B," attached hereto, to -the City of
Beaumont for the Northwest Parkway Project and,
WHEREAS, the City Council has considered the donation of said tract and is of the
opinion that the delivery and receipt of said tract is necessary and desirable and that same
should be accepted;
NOW, THEREFORE, BE IT RESOLVED BY THE
CITY COUNCIL OF THE CITY OF BEAUMONT:
THAT the statements and findings set out in the preamble to this resolution are hereby, in
all things, approved and adopted; and,
THAT the donation of the above described property donated by Northwest
Beaumont Development, Ltd. is hereby in all things accepted.
41111L'1
PASSED BY THE CITY COUNCIL of the City of Beaumont this the 1 st day of April,
-
- yor Becky Ames -
PROPERTY DESCRIPTION OF PARCEL 4
METES AND BOUNDS DESCRIPTION OF 14.553 ACRES OF LAND
SITUATED IN AND A PART OF THE
W.B. DYCHES, ABSTRACT NO. 17
JEFFERSON COUNTY, TEXAS
Being a 14.553 acre tract or parcel of land, a portion of that certain tract of land (called 294.8436
acres) as conveyed by deed to Northwest Beaumont Development, LTD in Clerk's File No.
2002000092 of the Official Public Records of said County, part of the W.B. Dyches Survey,
Abstract 17 of said County and being more particularly described by metes and bounds as
fellows;
FOR LOCATIVE PURPOSES COMMENCING at a 1/2" rod found marking the most
easterly Southeast corner of said 294.8436 acre tract of land;
THENCE North 04 deg. 06 min. 52 sec. West along and with the East line of said 294.8436 acre
tract of land a distance of 572.42 feet to a '/2" steel rod with cap marked Arceneaux & Gates set
for the most easterly Southeast corner and the PLACE OF BEGINNING of the herein
described tract of land;
THENCE South 86 deg. 57 min. 51 sec. West a distance of 313.10 feet to a '/2" steel rod with
cap marked Arceneaux & Gates set for the beginning of a curve to the left;
THENCE along said curve with a radius of 1535.00 feet, a central angle of 36 deg. 21 min. 22
sec., a chord bearing of South 68 deg. 47 min. 10 sec. West, a chord length of 957.75 feet and an
are distance of 974.01 feet to a %z" steel rod with cap marked Arceneaux & Gates set for point of
tangency;
THENCE South 50 (leg. 36 min. 29 sec. West a distance of 192.21 feet to a '/2" steel rod with
cap marked Arceneaux & Gates set for the beginning of a curve to the right;
THENCE along said curve with a radius of 1265.00 feet, a central angle of 36 deg. 21 min. 22
sec., a chord bearing of South 68 deg. 47 min. 10 sec. West, a chord length of 789.29 feet and an
are distance of 802.68 feet to a''/z" steel rod with cap marked Arceneaux & Gates set for point of
tangency;
THENCE South 86 deg. 57 min. 51 sec. West a distance of 145.00 feet to a '/2" steel rod with
cap marked Arceneaux and Gates set for angle point;
THENCE South 41 deg. 57 min. 51 sec. West a distance of 56.57 feet to a'/2" steel rod with cap
marked Arceneaux and Gates set for angle point;
Page 1 of 5
Z:MkG ENGINEERING\A&G PROJECTS1CAI-040'il)RAW NGSVIIETES & BOUNDSTARCEL 4.dmx
EXHIBIT "A"
THENCE South 03 deg. 02 min. 09 see. East a distance of 1021.48 feet to a 1/2" steel rod with
cap marked Arceneaux and Gates set for the beginning of a curve to the right;
THENCE along said curve with a radius of 725.00 feet, a central angle of 18 deg. 45 min. 24
sce., a chord bearing of South 06 deg. 11 min. 40 sec. West, a chord length of 232.59 feet and an
arc distance of 233.63 feet to a'/2" steel rod with cap marked Arceneaux & Gates set for point of
tangency;
THENCE South 16 deg. 29 min. 57 sec. West a distance of 55.02 feet to a''/z" steel rod with cap
marked Arceneaux and Gates set in the southwesterly line of said 294.8436 acre tract of land and
a point for the most southerly Southeast for corner of the herein described tract of land;
THENCE North 51 deg. 27 min. 09 sec. West along and with the southwesterly line of said
294.8436 acre tract of land a distance of 140.23 feet to a '/2" steel rod with cap marked
Arceneaux and Gates set for corner;
THENCE along a curve with a radius of 595.00 feet, a central angle of 18 deg. 27 min. 39 sec., a
chord bearing of North 06 deg. I I min. 40 see. East, a chord length of 190.88 feet and an arc
distance of 191.71 feel to a I/2" steel rod with cap marked Arceneaux & Gates set for point of
tangency;
THENCE North 03 deg. 02 min. 09 sec. West a distance of 1021.48 feet to a t/2" steel rod with
cap marked Arceneaux and Gates set for angle point;
THENCE North 48 deg. 02 min. 09 sec. West a distance of 56.57 feet to a %2" steel rod with cap
marked Arceneaux and Gates set for angle point;
THENCE South 86 deg. 57 min. 51 sec. West a distance of 145.00 feet to a I/2" steel rod with
cap marked Arceneaux and Gates set for the beginning of a curve to the left;
THENCE along said curve with a radius of 1135.00 feet, a central angle of 23 deg. 21 min. 39
sec., a chord bearing of South 75 deg. 17 min. 01 sec. West, a chord length of 459.77 feet and an
are distance of 462.77 feet to a '/2" steel rod with cap marked Arceneaux & Gates set for point of
tangency;
THENCE South 63 deg. 36 min. 12 sec. West a distance of 281.51 feet to a '/2" steel rod with
cap marked Arceneaux and Gates set in the southwesterly line of said 294.8436 acre tract of land
for corner,
THENCE North 35 deg. 48 min, 15 sec. West along and with the southwesterly line of said
294.8436 acre tract of land a distance of 131.77 feet to a l2" steel rod with cap marked
Arceneaux and Gates set for the most westerly Northwest corner of the herein described tract of
land;
THENCE North 63 deg. 36 min. 12 see. East a distance of 303.04 feet to a !/2" steel rod with cap
marked Arceneaux ar..d Gates set for the beginning of a curve to the right;
Page 2 of 5
7.1AS-.G EN(sINEERM('AA&Ci !'R()EC'fS�CA;-04(3'4)12AVJINGS`,�f:'�LS ti BOUNDSTARCEL 4.doac
THENCE along said curve with a radius of 1265.00 feet, a central angle of 23 deg. 21. min. 39
sec., a chord bearing of North 75 deg. 17 min. 01 sec. East, a chord length of 512.21 feet and an
are distance of 515.77 feet to a %2" steel rod with cap marked Arceneaux & Gates set for point of
tangency;
THENCE North 86 deg. 57 min. 51 sec. East a distance of 500.00 feet to a'/2" steel rod with cap
marked Arceneaux and Gates set for the beginning of a curve to the left;
THENCE along said curve with a radius of 1135.00 feet, a central angle of 36 deg. 21 min. 22
sec., a chord bearing of North 68 deg. 47 min. 10 sec. East, a chord length of 708.17 feet and an
arc distance of 720.19 feet to a `/z" steel rod with cap marked Arceneaux & Gates set for point of
tangency;
'THENCE North 50 deg. 36 min. 29 sec. East a distance of 192.21 feet to a'/2" steel rod with cap
marked Arceneaux & Gates set for the beginning of a curve to the right;
`THENCE along said curve with a radius of 1665.00 feet, a central angle of 36 deg. 21 nein. 22
sec., a chord bearing of North 68 deg. 47 min. 10 sec, East, a chord length of 1038.86 feet and an
arc distance of 1056.50 feet to a'/z" steel rod with cap marked Arceneaux & Gates set for point
of tangency;
THENCE North 86 deg. 57 min. 51 sec. East a distance of 310.79 feet to a'/2" steel rod with cap
marked Arceneaux &: Gates set in the East line of said 294.8436 acre tract of land for the most
northerly Northeast corner of the herein described tract of land;
THENCE South 04 deg. 03 min. 15 sec. East along and with the East line of said 294.8436 acre
tract of land a distance of 130.02 feet to the PLACE OF BEGINNING of the herein described
tract of land and containing 14.553 acres of land more or less.
Surveyed: December 2013 U PSG��'�F
d RONRLD J. A!� E.....
...: 4572
Ronald J. rceneaux, R.P.L.S'44572
Notes:
Bearings, distances and coordinates referenced to the "Texas State Plane Coordinate System,
South Centrat Zone, NAD 83
An Exhibit of even date is being submitted with and being made a part of this Metes and Bounds
Description.
Page 3 of 5
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Parcel Line Table
Line #
Length
Directicn
1-1
313.10'
S86' 57' 51"W
L2
192.21'
S50' 36' 29"W
L3
145.00'
S86' 57' 51"W
1-4
56.57'
S41' 57' 51 "W
15
1021.48'
SO3' 02.' 09"E
L5A
55.02'
S16' 29' 57"W
L6
140.23'
N51' 27' 09"W
L7
1021.48'
NO3' 02' 09"W
L8
56.57'
N48' D2' 09"W
L9
145.00'
S86' 57' 51"W
L10
281.51'
S63' 36' 12"W
L.11
131.77'
N35' 48' 15"W
L12
303.04'
N63' 36' 12"E
L13
500.00'
N86' 57' 51 "E
L14
'92.2.1'
N50' 36' 29"E
L15
310.79'
N86' 57' 51"E
L16
130.02'
SO4' 03' 15"E
cD
DONALD J. Ai`RCENEAUX
....... . v'. ..
4157'x
TEXAS REGISTERED ENGINEERING FIRM F-30
TEXAS LICENSED SURVEYING FIRM 100142-00
NOTES:
COORDINATES, BEARINGS AND DISTANCES REFERENCED
TO THE TEXAS STATE PLANE COORDINATE SYSTEM,
SOUTH CENTRAL ZONE, NAD 83.
GRID SCALE: 0.999958339
I, RONALD J. ARCENEAUX, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4572
IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THE ABOVE PLAT
CORRECTLY REFLECTS AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY
SUPERVISION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE LIMITS,
BOUNDARIES AND CORNERS ARE TRULY SHOWN JUST AS FOUND AT THE TIME
OF THIS SURVEY.
THIS PLAT IS BEING SUBMITTED ALONG WITH METES AND BOUNDS DESCRIPTION
OF EVEN DATE BASED ON THIS SURVEY.
11111UNDERMY HAND L THIS THE ?I DAY OF
RONALD J. ARC,e(Jk'AUXJ RPLS NO. 4572
PARCELPLAT
PARCEL4
NORTHWEST PARKWAY
BEAUMONT, JEFFERSON COUNTY, TX
DATE: DECEMBER 2013 SCALE: SHOWN
PROJ. No.: CAI -040 DESIGN
DRAWN: BJH
CHECKED: RJ.A
PACE
5
OF
5
®
Curve
Table
ARCENEAUX
Consull� Engineers, Inc.
Curve #
Length
Radius
GATES
Delta
soot 7vrU. (reek arm, salts 162
Chord Direction
Chord Length
C1
974.01'
1535.00'
36'
21' 22"
S68'
47'
10"W
957.75'
C2
802.68'
1265.00'
36'
21'
22"
S68'
47'
10"W
789.29'
C3
233.63'
725.00'
18'
45'
24"
S06'
11'
40"W
232.59'
C4
191.71'
595.00'
18'
27'
39"
N06'
11'
40"E
190.88'
C5
462.77'
1135.00'
23'
21'
39"
S75'
17'
01 "W
459.77'
C6
515.77'
1265.00'
23'
21'
39"
N75'
17'
01 "E
512.21'
C7
720.19'
1135.00'
36'
21'
22"
N68'
47'
10"E
708.17'
C8
1056.50'
1665.00'
36'
21'
22"
N68'
47'
10"E
1038.86'
TEXAS REGISTERED ENGINEERING FIRM F-30
TEXAS LICENSED SURVEYING FIRM 100142-00
NOTES:
COORDINATES, BEARINGS AND DISTANCES REFERENCED
TO THE TEXAS STATE PLANE COORDINATE SYSTEM,
SOUTH CENTRAL ZONE, NAD 83.
GRID SCALE: 0.999958339
I, RONALD J. ARCENEAUX, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4572
IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THE ABOVE PLAT
CORRECTLY REFLECTS AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY
SUPERVISION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE LIMITS,
BOUNDARIES AND CORNERS ARE TRULY SHOWN JUST AS FOUND AT THE TIME
OF THIS SURVEY.
THIS PLAT IS BEING SUBMITTED ALONG WITH METES AND BOUNDS DESCRIPTION
OF EVEN DATE BASED ON THIS SURVEY.
11111UNDERMY HAND L THIS THE ?I DAY OF
RONALD J. ARC,e(Jk'AUXJ RPLS NO. 4572
PARCELPLAT
PARCEL4
NORTHWEST PARKWAY
BEAUMONT, JEFFERSON COUNTY, TX
DATE: DECEMBER 2013 SCALE: SHOWN
PROJ. No.: CAI -040 DESIGN
DRAWN: BJH
CHECKED: RJ.A
PACE
5
OF
5
®
ARCENEAUX & GATES
ARCENEAUX
Consull� Engineers, Inc.
&
Hnatnea" 8u .yo" Plft=e
GATES
a
soot 7vrU. (reek arm, salts 162
w'
�
Part j=)Ur. Tessa T76"(401 T21 -78a8
A dtmvw GkAW Com W rvY
TEXAS REGISTERED ENGINEERING FIRM F-30
TEXAS LICENSED SURVEYING FIRM 100142-00
NOTES:
COORDINATES, BEARINGS AND DISTANCES REFERENCED
TO THE TEXAS STATE PLANE COORDINATE SYSTEM,
SOUTH CENTRAL ZONE, NAD 83.
GRID SCALE: 0.999958339
I, RONALD J. ARCENEAUX, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4572
IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THE ABOVE PLAT
CORRECTLY REFLECTS AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY
SUPERVISION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE LIMITS,
BOUNDARIES AND CORNERS ARE TRULY SHOWN JUST AS FOUND AT THE TIME
OF THIS SURVEY.
THIS PLAT IS BEING SUBMITTED ALONG WITH METES AND BOUNDS DESCRIPTION
OF EVEN DATE BASED ON THIS SURVEY.
11111UNDERMY HAND L THIS THE ?I DAY OF
RONALD J. ARC,e(Jk'AUXJ RPLS NO. 4572
PARCELPLAT
PARCEL4
NORTHWEST PARKWAY
BEAUMONT, JEFFERSON COUNTY, TX
DATE: DECEMBER 2013 SCALE: SHOWN
PROJ. No.: CAI -040 DESIGN
DRAWN: BJH
CHECKED: RJ.A
PACE
5
OF
5
oo PG° 2014013119
NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY
REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM THIS
INSTRUMENT THAT TRANSFERS .AN INTERST IN REAL PROPERTY BEFORE IT IS
FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL, SECURITY NUMBER OR
DRIVER'S LICENSE :NUMBER.
THE S"t ATL OF TEXAS X
KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF JEhFIRSON X 1707V
GIFT DEED
That, NORTHWEST BEAUMONT DEVELOPMENT, LTD, a Texas limited partnership, of the
County of Jefferson , State of Texas, hereinafter called GRANTOR GIVES, DONATES.
GRANTS AND CONVEYS, as a gift, with no reversionary right or interest in and to the
property retained, subject to the reservations and exceptions hereinafter made, and by these
presents does GIVE, DONATE, GRANT AND CONVEY unto the CITY OF BEAUMONT, a
municipal corporation, domiciled in Jefferson County, Texas, hereinafter called GRANTEE,
P. O. Box 3827, Beaumont, Texas 77704, and to its successors and assigns forever the property
described in Exhibit "'A", attached hereto and made a part hereof for all purposes.
GRANTOR does hereby except and reserve from this conveyance unto itself, its
successors and assigns, forever, all of the oil, gas, and sulphur in and under the land herein
conveyed but waives all rights of ingress and egress to the surface thereof for the purpose of
exploring, developing, mining or drilling for same.
This conveyance is expressly made subject to all zoning laws and to restrictions,
covenants, conditions, easements and mineral and/or royalty reservations, if any, effecting the
property. TO HAVE AND TO HOLD the above described premises together with all and
singular the rights and appurtenances thereto and in any wise belonging, unto the said
GRANTEE, and GRANTEE'S successors and assigns, forever: and said GRANTOR binds
themselves and their successors and assigns to warrant and forever defend all and singular the
said premises unto the said GRANTEE and GRANTEE'S successors or assigns, against every
person lawfully claiming or to claim all or any part of the property, subject to the provisions
stated above, when the claim is by, through, or under GRANTOR but not otherwise.
rd •
EXECUTED this the day of �' _, 2014.
GRANTOR:
Northwest Beaumont Development, Ltd., a Texas limited partnership
f
By: ;d r hwest B ump 'Inc., a Texas corporation, General Partner
By:
'Don S. Shaver President
ACKNOWLEGEMENT
STATE OF TEXAS X
COUNTY OF JEFFERSON X
This instrument was acknowledged before me on this the Jf." day of i y* 2014,
1 7-
by DON SHAVER. President of Northwest Beaumont, Inc., a Texas corporation on behalf of said
corporation, general partner on behalf of Northwest Beaumont Development, Ltd, a Texas limited
partnership.
/ KAREN FABRE BABNEAUX 44/la L /
My ComadsW n Expiry Notary Public, State of Texas
s.
May B, 2017
RETURN TO: City of Beaumont
c/o Antoinette Hardy
P. O. Box 3827
Beaumont, TX 77704
PROPERTY DESCRIPTION OF PARCEL 4
METES AND BOUNDS DESCRIPTION OF 13.557 ACRES OF LAND
SITUATED IN AND A PART OF THE
W.B. DYCHES, ABSTRACT NO. 17
JEFFERSON COUNTY, TEXAS
Being a 13.557 acre tract or parcel of land, a portion of that certain tract of land (called 294.8436
acres) as conveyed by deed to Northwest Beaumont Development, LTD in Clerk's File No.
2002000092 of the Official Public Records of said County, part of the W.B. Dyches Survey,
Abstract 17 of said County and being more particularly described by metes and bounds as
follows;
FOR LOCATIVE PURPOSES COMMENCING at a 5/8" rod with cap Tnarked Whiteley
found marking the most easterly Southeast corner of said 294.8436 acre Bract of land and the
Southwest corner of a certain tract of land (called Tract 2-C and containing 7.57 acres) conveyed
by deed to Jefferson County Drainage District No. 6 in County Clerk's Film File Code 104-01-
0353 of the Official Public Records of said County;
THENCE North 04 deg. 03 min. 55 sec. West along and with the East line of said 294.8436 acre
tract of land and the West line of said 7.57 acre tract of land a distance of 573.01 feet to a %"
steel rod with cap marked Arceneaux & Gates set for the most easterly Southeast corner and the
PLACE OF BEGINNING of the herein described tract of land:
THENCE South 86 deg. 57 min. 51 sec. West a distance of 192.82 feet to a 1/2" steel rod with
cap marked Arceneaux & Gates set for the beginning of a curve to the left;
THENCE along said curve with a radius of 1535.00 feet, a central angle of 36 deg. 21 min. 22
sec., a chord bearing of South 68 deg. 47 min. 10 sec. West, a chord length of 957.75 feet and an
arc distance of 974.01 feet to a''/z" steel rod with cap marked Arceneaux & Gates set for point of
tangency,
THENCE South 50 deg. 36 min. 29 sec. West a distance of 192.21 feet to a 1/" steel rod with
cap marked Arceneaux & Gates set for the beginning of a curve to the right;
THENCE along said curve with a radius of 1265.00 feet, a central angle of 36 deg. 21 min. 22
sec., a chord bearing of South 68 deg. 47 min. 10 sec. West, a chord length of 789.29 feet and an
arc distance of 802.68 feet to a''/2" steel rod with cap marked Arceneaux & Gates set for point of
tangency;
THENCE South 86 deg. 57 min. 51 sec. West a distance of 145.00 feet to a ''/I-" steel rod with
cap marked Arceneaux and Gates set for angle point;
Page 1 of 6
Z'ASG ENGINEER I\G-A&G PROH (CPS(AI 1,40,DR AA )', GS.LIFT} S f: 1101 aDS' AI ARCEI 4 does
THENCE South 41 deg. 57 min. 51 sec. West a distance of 56.57 feet to a'.%" steel rod with cap
marked Arceneaux and Gates set for angle point:
THENCE South 03 deg. 02 min. 09 sec. East a distance of 1021.48 feet to a ``/," steel rod with
cap marked Arceneaux and Gates set for the beginning of a curve to the right;
THENCE along said curve with a radius of 725.00 feet, a central angle of 14 deg. 08 min. 01
sec., a chord bearing of South 04 deg. 01 min. 52 sec. West, a chord length of 178.39 feet and an
arc distance of 178.84 feet to a ``/2" steel rod with cap marked Arceneaux & Gates set in the
northeasterly line of that certain tract of land (called Tract 2-D and containing 9.44 acres)
conveyed by deed to Jefferson County Drainage District No. 6 in County Clerk's Film File Code
104-01-0353 of the Official Public Records of said County for the most southerly corner of the
herein described tract of land;
THENCE North 51 deg. 29 min. 34 sec. West along and with the northeasterly line of said 9.44
acre tract of land a distance of 151.03 feet to a %" steel rod with cap marked Arceneaux and
Gates set for corner;
THENCE along a curve with a radius of 595.00 feet, a central angle of 07 deg. 25 min. 24 sec., a
chord bearing of North 00 deg. 40 min. 33 sec. East, a chord length of 77.03 feet and an arc
distance of 77.09 feet to a '/" steel rod with cap marked Arceneaux & Gates set for point of
tangency;
THENCE North 03 deg. 02 min. 09 sec. West a distance of 1021.48 feet to a ''/2" steel rod with
cap marked Arceneaux and Gates set for angle point;
THENCE North 48 deg. 02 min. 09 sec. West a distance of 56.57 feet to a steel rod with cap
marked Arceneaux and Gates set for angle point;
THENCE South 86 deg. 57 min. 51 sec. West a distance of 145.00 feet to a ',/�" steel rod with
cap marked Arceneaux and Gates set for the beginning of a curve to the left;
THENCE along said curve with a radius of 1135.00 feet, a central angle of 23 deg. 21 min. 39
sec., a chord bearing of South 75 deg. 17 min. 01 sec. West,,a chord length of 459.77 feet and an
are distance of 462.77 feet to a '/2" steel rod with cap marked Arceneaux & Gates set for point of
tangency;
THENCE South 63 deg. 36 min. 12 sec. West a distance of 179.99 feet to a 1/2" steel rod with
cap marked Arceneaux and Gates set :in the easterly line of said 9.44 acre tract of land for corner;
THENCE North 35 deg. 48 min. 18 sec. West along and with the easterly line of said 9.44 acre
tract of land a distance of 131.77 feet to a''/2" steel rod with cap marked Arceneaux and Gates set
for the most westerly Northwest corner of the herein described tract of land;
Page 2 of 6
Z A&G [ M,INF.ER!',(; ht(, PRO1ECl S`,C AL04n',DR %W IN(,S,AII I FS & BUl SDEL does
THENCE North 63 deg. 36 min. 12 sec. East a distance of 201.53 feet to a'>" steel rod with cap
marked Arceneaux and Gates set for the beginning of a curve to the right;
THENCE along said curve with a radius of 1265.00 feet, a central angle of 23 deg. 21 min. 39
sec.. a chord bearing of North 75 deg. 17 min. 01 sec. East, a chord length of 512.21 feet and an
arc distance of 515.77 feet to a',/2" steel rod with cap marked Arceneaux & Gates set for point of
tangenc,;
THENCE North 86 deg. 57 min. 51 sec. East a distance of 500.00 feet to a'/z" steel rod with cap
marked Arceneaux and Gates set for the beginning of a curve to the left;
THENCE along said curve with a radios of 1135.00 feet, a central angle of 36 deg. 21 min. 22
sec.. a chord bearing of North 68 deg. 47 min. 10 sec. East, a chord Iength of 708.17 feet and an
arc distance of 720.19 feet to a``/z" steel rod with cap marked Arceneaux & Gates set for point of
tangency;
THENCE North 50 deg. 36 min. 29 sec. East a distance of 192.21 feet to a '/2" steel rod with cap
marked Arceneaux & Gates set for the beginning of a curve to the right;
THENCE along said curve with a radius of 1665.00 feet, a central angle of 36 deg. 21 min. 22
sec., a chord bearing of North 68 deg. 47 min. 10 sec. East, a chord length of 1038.86 feet and an
arc distance of 1056.50 feet to a '/2" steel rod with cap marked Arceneaux & Gates set for point
of tangency;
THENCE North 86 deg. 57 min. 51 sec. East a distance of 190.48 feet to a'/2" steel rod with cap
marked Arceneaux & Gates set in the West line of said 7.57 acre tract of land and the East line of
said 294.8436 acre tract of land for the most northerly Northeast corner of the herein described
tract of land;
THENCE South 04 deg. 03 min. 15 sec. East along and with the West line of said 7.57 acre tract
of land and the East line of said 294.8436 acre tract of land a distance of 130.02 feet to the
PLACE OF BEGINNING of the herein described tract of land and containing 13.557 acres of
land more or less.
Page 3 of 6
.['ARG ENGINFERING.A& G PROJECTS (-AI-O40,DR-.U'VG$,*.({ fLS K BN NDSIPAR(EL 4 dace
Surveyed: December 2013
CP
.. ..............._......:....„
RONALD J. ARCENEAIIX
�1. 4M _ lonald J. Xtkeneaux, R.P. L.S. 4572
Notes:
Bearings, distances and coordinates referenced to the Texas State Plane Coordinate System,
South Central Zone, NAD 83
An Exhibit of even date is being submitted with and being made a part of this Metes and Bounds
Description.
**CLERK'S NOTE. -
THIS INSTRUMENT WAS RECORDED IN THE ORDER
RECEIVED.
FILED AND RECORDED
OFFICIAL PUBLIC RECORDS
� -'e 'Y..,
Carolyn L. Guidry, County Clerk
Jefferson County, Texas
April 28, 2014 04:06:00 PM
FEE: $50.00 2014013119
Page 4 of 6
Z A$G F%61NEFRING 4f<U PROR CT SWR yDSPARC F1 4 d,,cx
7, 7 C
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NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATtRAL PERSON, YOU MAY
REMOVE OR STRIKE ANY OR ALL OF THE FOLLONYING INFORMATION FROM THIS
INSTRUMENT THAT TRANSFERS AN INTERST IN REAL PROPERTY BEFORE IT IS
FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR
DRIVER'S LICENSE NUMBER.
THE STATE OF TEXAS X
KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF JEFFERSON X
CORRECTION GIFT DEED
That, NORTHWEST BEAUMONT DEVELOPMENT. LTD. a Texas limited partnership, of the
County of Jefferson . State of Texas. hereinafter called GRANTOR GIVES. DONATES,
GRANTS AND CONVEYS. as a gift, with no reversionary right or interest in and to the
property retained, subject to the reservations and exceptions hereinafter made. and by these
presents does GIVE. DONATE, GRANT AND CONVEY unto the CITY OF BEAUMONT, a
municipal corporation. domiciled in Jefferson County, Texas, hereinafter called GRANTEE,
P. O. Box 3827. Beaumont, Texas 77704. and to its successors and assigns forever the property
described in Exhibit -A". attached hereto and made a part hereof for all purposes.
GRANTOR does hereby except and reserve from this conveyance unto itself. its
successors and assigns, forever. all of the oil, gas. and sulphur in and under the land herein
conveyed but waives all rights of ingress and egress to the surface thereof for the purpose of
exploring, developing. mining or drilling for same.
This conveyance is expressly made subject to all zoning laws and to restrictions,
covenants. conditions, easements and mineral and/or royalty reservations, if any, effecting the
property. TO HAVE AND TO HOLD the above described premises together with at] and
singular the rights and appurtenances thereto and in any wise belonging. unto the said
GRANTEE and GRANTEE'S successors and assigns. forever, and said GRANTOR binds
themselves and their successors and assigns to warrant and forever defend all and singular the
said premises unto the said GRANTEE and GRANTEES successors or assigns. against every
person lawfully claiming or to claim all or any part of the property, subject to the provisions
stated above. when the claim is by, throu-h. or under GRANTOR but not otherwise.
This Correction Gift Deed is made in place of and to correct a Gift Deed from Grantor to
Grantee dated April 231, 2014. and recorded under County Clerk's File No. 20140131 19 in the
Official Public Records of Jefferson County, Texas. which said Gift Deed contained an error in
the property description. Said Gift Deed had an erroneous Exhibit "A" description attached
thereto. Rather. said Gift Deed should have described the 14.553 acre tract attached hereto as
Exhibit "A". This Correction Gift Deed is made by Grantor and accepted by Grantee, is
effective as of April 23. 2014. and in all other respects affirms the former deed.
4\
EXECUTED this the 3_ day of May, 2014. but dated effective as of April 2 3. 2014.
GRANTOR:
Northwest Beaumont Development, Ltd., a Texas limited partnership
Bv: Northv�,,-B-e-aumont. Inc., ,a"T)exas corporation. General Partner
B�`—
Don S. Shaver, President
ACCEPTED BY GRANTEE:
City of Beaumont
By:
Antoinette Hardv. Real Property Coot< inator
STATE: OF TEXAS
COUNTY OF JEFFERSON
ACKNOWLEGEMENTS
X
X
This instrument was acknowledged before me on this the day of 47
2014. by DON SHAVER, President of Northwest Beaumont. Inc., a Texas corporation on behalf of
said corporation, general partner on behalf of Northwest Beaumont Development, Ltd, a Texas limited
partnership.
�raNW1mt11����
\
e
Of 1.1*
�''. •EXPIRES, ��
STATE, OF TEXAS X
Notary Publ c, State of Texas
COUNTY OF JEFFERSON X
This instrument was acknowledged before me on thji's the I day o N
20I4., bye ANTOINETTE HARDY, as Real Propeity Coordinator for the' CM' OF
BEA.UMONT, on behalf of said City.
b —t
�Ev,tc oic. State OfTexast
t 1 f` t o�lsslan expires
t 4 ',6-29-2014 _...t
RETURN TO: City of Beaumont
c./o Antoinette Hardy
P. O. Box 3827
Beaumont, TX 77704
N
EXHIBIT "A"
PROPERTY DESCRIPTION OF PARCEL 4
METES AND BOUNDS DESCRIPTION OF 14.553 ACRES OF LAND
SITUATED IN AND A PART OF THE
W.B. DYCHES, ABSTRACT NO. 17
JEFFERSON COUNTY, TEXAS
Being a 14.553 acre tract or parcel of land, a portion of that certain tract of land (called 294.8436
acres) as conveyed by deed to Northwest Beaumont Development, LTD in Clerk's File No.
2002000092 of the Official Public Records of said Count, part of the W.B. Dyches Survey,
Abstract 17 of said County and being more particularly, described by metes and bounds as
follo"vs:
FOR LOCATIVE PURPOSES COMMENCING at a 1 /2" rod found inarkinu the most
easterly Southeast corner of said 294.8436 acre tract of land;
THENCE North 04 deg. 06 min. 52 sec. West along and with the East line of said 294.8436 acre
tract of land a distance of 572.42 feet to a 1/2" steel rod with cap marked Arceneaux & Gates set
for the most easterly Southeast corner and the PLACE OF BEGINNING of the herein
described tract of land:
THENCE South 86 deg. 57 min. 51 sec. West a distance of 313.10 feet to a steel rod with
cap marked Arceneaux & Gates set for the beginning of a curve to the left:
THENCE along said curve with a radius of 1535.00 feet, a central angle of 36 deg. 21 min. 22
sec.. a chord bearing of South 68 deg. 47 min. 10 sec. West, a chord length of 957.75 feet and an
are distance of 974.01 feet to a '/'' steel rod with cap marked Arceneaux & Gates set for point of
tangency:
THENCE South 50 deco. 36 min. 29 sec. West a distance of' 192.21 feet to a '/2- steel rod with
cap rnarked Arceneaux & Gates set for the beginning of a curve to the right:
THENCE along said curve with a radius of 1265.00 feet, a central angle of 36 deg. 21 min. 22
sec_., a chord bearing of South 68 deg. 47 min. 10 sec. West. a chord length of 78929 feet and an
are distance of 802.68 feet to a /- steel rod with cap marked Arceneaux & Gates set for point of
tangency:
THENCE South 86 deg. 57 min. 51 sec. West a distance of 145.00 feet to a steel rod with
cap marked Arceneaux and Gates set for an�ale point
THENCE South 41 deco. 57 min. 51 sec. West a distance of 56.57 feet to a'/" steel rod with cap
marked Arceneaux and Gates set for angle point:
THENCE South 03 dee. 02 min. 09 sec. East a distance of 1021.48 feet to a steel rod with
cap marked Arceneaux and Gates set for the beginning of a curve to the right:
THENCE alone said curve with a radius of 725.00 feet, a central angle of 18 deg. 45 min. 24
sec.. a chord bearing of South 06 deg. 11 min. 40 sec. West.. a chord length of 232.59 feet and an
arc: distance of 233.63 feet to a '/" steel rod with cap marked Arceneaux & Gates set for point of
tangency:
THENCE South 16 deg. 29 min. 57 sec. West a distance of 55.02 feet to a'/" steel rod with cap
marked Arceneaux and Gates set in the southwesterly line of said 294.8436 acre tract of land and
a point for the most southerly Southeast for corner of the herein described tract of land:.
THENCE North 51 deg. 27 ruin. 09 sec. West along and with the southwesterly line of said
29-4.8436 acre tract of land a distance of 140.23 feet to a %" steel rod with cap marked
Arceneaux and Gates set for corner:
THENCE along a curve with a radius of 595.00 feet, a central angle of 18 deg. 1-7 min. 39 sec., a
chord bearing of North 06 deg. 1 1 min. 40 sec. East, a chord length of 190.88 feet and an arc
distance of 191.71 feet to a '/z" steel rod with cap marked Arceneaux & Gates set for point of
tangency:
THENCE North 03 deg. 02 min. 09 sec. West a distance of 1021.48 feet to a !%' steel rod with
cap marked Arceneaux and Gates set for angle point:
THENCE North 48 deg. 02 min. 09 sec. West a distance of 56.57 feet to a'/"steel rod with cap
marked Arceneaux and Gates set for angle point:
THENCE South 86 deg. 57 min. 51 sec. West a distance of 145.00 feet to a steel rod with
cap marked Arceneaux and Gates set for the beginning of a curve to the left:
THENCE along said curve with a radius of 1135.00 feet, a central angle of 23 deg. 21 min. 39
sec.. a chord bearing of South 75 deg. 17 min. 01 sec. West, a chord length of 459.77 feet and an
are distance of 462.77 feet to a ''/2'' steel rod with cap marked Arceneaux & Gates set for point of
tangency:
THENCE South 63 deg. 36 min. 12 sec. West a distance of 281.51 feet to a steel rod with
cap marked Arceneaux and Gates set in the southwesterly line of said 294.8436 acre tract of land
for corner:
THENCE North 35 deg. 48 min. 15 sec. West along and with the southwesterly line of said
294.8436 acre tract of land a distance of 131.77 feet to a ',! steel rod with cap marked
Arceneaux and Gates set for the most westerly Northwest corner of the herein described tract of
land:
THENCE North 63 deg. 36 min. 12 sec. East a distance of 303.04 feet to a 'i steel rod with cap
marked Arceneaux and Gates set for the beginning of a curve to the right;
THENCE along said curve with a radius of 1265.00 feet, a central angle of 23 deg. 21 min. 39
sec.. a chord bearing of North 75 deg. 17 min. 01 sec. East, a chord length of 512.21 feet and an
arc distance of 515.77 feet to a /'' steel _rod with cap marked Arceneaux & Gates set for point of
tangency:
THENCE North 86 deg. 57 min. 51 sec. East a distance of 500.00 feet to a '/" steel rod with cap
marked Arceneaux and Gates set for the beginning of a curve to the left,
THENCE along said curve with a radius of 1135.00 feet. a central angle of 36 deg. 21 min. 22
sec., a chord bearing of North 68 deg. 47 min. 10 sec. East, a chord length of 708.17 feet and an
arc distance of 720.19 feet to a '/" steel rod with cap marked Arceneaux & Gates set for point of
tan(yenev:
THENCE North 50 deg. 36 min. 29 sec. East a distance of 192.21 feet to a ',%" steel rod with cap
marked Arceneaux & Gates set for the beginning of a curve to the right:
THENCE along said curve with a radius of 1665.00 feet, a central angle of 36 deg. 2l min. 22
sec., a chord bearing of North 68 deg. 47 min. 10 sec. East, a chord length of 1038.86 feet and an
arc distance of 1056.50 feet to a 'X2" steel rod with cap marked Arceneaux & Gates set for point
of tangency:
THENCE North 86 deg. 57 min. 51 sec. East a distance of 310.79 feet to a %" steel rod with cap
marked Arceneaux & Gates set in the East line of said 294.8436 acre tract of land for the most
northerly Northeast corner of the herein described tract of land:
THENCE South 04 deg. 03 min. 15 sec. East along and with the East line of said 294.8436 acre
tract of land a distance of 130.02 feet to the PLACE OF BEGINNING of the herein described
tract of land and containing 14.553 acres of land more or less.
Notes:
Bearings, distances and coordinates referenced to the Texas State Plane Coordinate System,
South Central Zone. NAD 83
An Exhibit of even date is being submitted with and being made a part of this Metes and Bounds
Dcscription.