HomeMy WebLinkAboutRES 06-117 RESOLUTION NO. 06-117
WHEREAS, Stoneway L. P., a Texas limited partnership, has conveyed a ten-foot
(10') Water Line Easement, as described on Exhibit "A" attached hereto, to the City of
Beaumont for the purpose of providing access for fire prevention services across the
Stoneway property located off East Lucas Drive; and,
WHEREAS, the City Council has considered the purpose of said conveyance and
is of the opinion that the acceptance of said conveyance 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 easement conveyed by Stoneway L. P., a Texas limited partnership, as
described on Exhibit "A" be and the same is hereby, in all things, accepted.
PASSED BY THE CITY COUNCIL of the City of Beaumont this the 25th day of April,
2006.
Mayor Guy N. Goodson -
X e
i
ARCENEAUX & GATES
FARCENEAUX Consulting Engineers, Inc.
GATES Engineers • Surveyors • Planners
METES AND BOUNDS DESCRIPTION
FOR 0.34 ACRES OF LAND SITUATED IN THE
H. WILLIAMS,JR. SURVEY,ABSTRACT NO. 57,
BEAUMONT, JEFFERSON COUNTY, TEXAS
10 FEET WIDE UTILITY EASEMENT
LINE "A"
Being a 0.34 acre tract or parcel of land, a portion of that certain tract of land(called
15.453 acres) as conveyed by deed to Stone Way Limited Partnership,recorded in
Clerk's File No. 2004036326 of the Official Public Records of Real Property, County
Clerk's Office, Jefferson County, Texas, as situated in and a part of the H. Williams, Jr.
Survey, Abstract No. 57 of said County and being more particularly described by metes
and bounds as follows;
BEGINNING at a 5/8" steel rod with cap marked 3636 found located on the North Right
of Way line of East Lucas Drive marking the Southeast corner of the above described
15.453 acre tract, this point also marks the Southeast corner of the herein described tract
of land;
THENCE North 89 deg. 37 min. 01 sec. West along the said North Right of Way line
with the South line of said 15.453 acre tract and this tract a distance of 10.00 feet to a
point marking the Southwest comer of the herein described tract of land;
THENCE North 00 deg. 21 min. 08 sec. West, departing said right of way line along the
West line of this tract,parallel with and 10 feet normal distance from the East line of said
15.453 acre tract a distance of 456.78 feet to an"ELL" corner;
THENCE South 89 deg. 38 min. 52 sec. West a distance of 34.81 feet to an"ELL"
corner;
THENCE North 00 deg. 21 min. 08 sec. West a distance of 10.00 feet to an"ELL"
corner;
THENCE North 89 deg. 38 min. 52 sec. East a distance of 34.81 feet to an"ELL" corner;
EXHIBIT "A" (1 of 8)
\\Agengsmcr\a&g\A&G SURVEYING\WETES&SOUNDS\2005\05-DCS-020-A.doc
THENCE North 00 deg. 21 min. 08 sec. West, continuing along the West line of this
tract, parallel with and 10 feet normal distance from the East line of said 15.453 acre tract
a distance of 920.07 feet to a point located on the North line of said 15.453 acre tract
marking the Northwest corner of the herein described tract of land;
THENCE South 89 deg. 40 min. 33 sec. East along the North line of said 15.453 acre
tract with the North line of this tract a distance of 10.00 feet to a 5/8" steel rod with cap
marked 3636 found marking the Northeast corner of said 15.453 acre tract and the
Northeast corner of the herein described tract of land;
THENCE South 00 deg. 21 min. 08 sec. East along the East line of said 15.453 acre tract
with the East line of this tract a distance of 1436.87 feet to the Southeast corner and
PLACE OF BEGINNING and containing in area 14,716 square feet or 0.34 acres of
land, more or less.
op
Surveyed May, 2005 Q33 '
G� FqS
JOHN gOB)HODGES
�.. 4583 4
F S� y0
J . (Bob) Hodges, R.P.L.S. 4583 V0 SU �
An Exhibit accompanies this metes and bounds description
Bearings referenced to the North Right of Way line of East Lucas Drive
North 89 deg. 37 min. 01 sec. West - deed
EXHIBIT A" 2 Of S •\\Agengsmet\a&g\A&G SURVEYING\METES&BOUNDS\2005S05-DCS.020-A.doe
CALLED 72.67 ACRES CALLED 7.580 ACRES
BEAUMONT COUNTRY CLUB DUVALL FIRST CORP.
VOL 1310 PG. 194 CF NO. 2004036328
ORJC OPRJC FND 5/8" SR
L7_`W/CAP 3636
A 15.453 ACRES
STONE WAY LIMITED PARTNERSHIP
CF NO. 2004036326
OPRJC
0 100 200
SCALE IN FEET -
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NEGLEY STREET LINE "8"
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BEAUMONT INDEPENDENT SCHOOL DISTRICT
a OF JEFFERSON COUNTY, TEXAS LI N E •'A"
VOL. 1083 PC. 453 I 14,716 SQ. FT.
DRJC I 0.34 ACRES
OF -r LINE TABLE -1,L—I
NUMBER DIRECTION DISTANCE L3
L1 N 89'37'01" W 10.00'
Q L2 N 00'21'08" W 456.78'
11 B\NOD.E. 1-3 S 89'38'52" W 34.81'
1 L4 N 00'21'08" W 10.00'
,(� 45 _ L5 N 89'38'52" E 34.81'
Q .9�
1-6 N 00'21'08" W 970.07'
1 L7 jS 89'40'33" E 10.00' �I
1 LB IS 00'21'08" E 11436.87'
I
NOTES:
1. BEARINGS REFERENCED TO THE NORTH R.O.W.
LINE OF EAST LUCAS DRIVE N 89' 37' 01" W FND S 8 SR
DEED. I / "
2. THIS EXHIBIT ACCOMPANIES A METES AND I W/CAP 3636
BOUNDS DESCRIPTION MADE ON THIS DAY,
Lt
EAST LUCAS DRIVE P.O.B.
LINE "A"
EXHIBIT "A" (3 of 8)
LINE"A"
® EXHIBIT SHOWING A 10'WIDE UTILITY EASEMENT(0.34
ARCENEAUX & GATES ACRES)OUT OF THE STONE WAY LIMITED PARTNERSHIP
ARCEPIEAAX Consulting Engineers, Inc. 15.453 ACRE TRACT SITUATED IN THE H.WILLIAMS,JR.
Rn.cineen 9vrteyon Pl
GATES enaen SURVEY,ABSTRACT NO.57
BEAUMONT,JEFFERSON COUNTY,TEXAS
1
ARCENEAUX & GATES
ARCENEAUX g g Consulting Engineers, Inc.
&
GATES Engineers • Surveyors • Planners
METES AND BOUNDS DESCRIPTION
FOR 0.35 ACRES OF LAND SITUATED IN THE
H. WILLIAMS, JR. SURVEY, ABSTRACT NO. 575
BEAUMONT, JEFFERSON COUNTY,TEXAS
10 FEET WIDE UTILITY EASEMENT
LINE `61V
Being a 0.35 acre tract or parcel of land, a portion of that certain tract of land (called
15.453 acres) as conveyed by deed to Stone Way Limited Partnership, recorded in
Clerk's File No. 2004036326 of the Official Public Records of Real Property, County
Clerk's Office, Jefferson County, Texas, as situated in and a part of the H. Williams, Jr..
Survey, Abstract No. 57 of said County and being more particularly described by metes
and bounds as follows;
FOR LOCATIVE PURPOSES, commence at a 5/8" steel rod with cap marked 3636
found located on the North Right of Way line of East Lucas Drive marking the Southeast
corner of the above described 15.453 acre tract;
THENCE North 89 deg. 37 min. 01 sec. West along the said North Right of Way line
with the South line of said 15.453 acre tract a distance of 10.00 feet to an angle point for
corner;
THENCE North 00 deg. 21 min. 08 sec. West, departing said Right of Way line, parallel
with and 10 feet normal distance from the East line of said 15.453 acre tract a distance of
862.79 feet to a point marking the lower Southwest corner and PLACE OF
BEGINNING of the herein described tract of land;
THENCE West a distance of 447.36 feet to an angle point for corner;
THENCE North 53 deg. 51 min. 33 sec. West a distance of 34.29 feet to an angle point
for corner;
EXHIBIT "A" (4 of 8)
C:\A&G\M&B\200 S0 S-DCS-020-B.doc
One Turtle Creek Square 3501 Turtle Creek Dr.. Suite 102 Pnrt Arf-- TV 77ano AnGl"— .,ouo .._..
THENCE North a distance of 6.40 feet to an angle point for corner;
THENCE West a distance of 275.76 feet to a point located on the upper West line of said
15.453 acre tract and the East Right of Way line of Pennock Avenue marking the
Southwest corner of the herein described tract of land;
THENCE North 00 deg. 18 min. 40 sec. West along the said East Right of Way line and
upper West line of said 15.453 acre tract with the West line of this tract a distance of
10.00 feet to a point marking the Northwest corner of the herein described tract of land;
THENCE East, departing said East Right of Way line a distance of 275.81 feet to an
angle point for corner;
THENCE North a distance of 99.46 feet to an angle point for corner;
THENCE along a curve to the right having a radius of 270.30 feet, a central angle of 38
deg. 24 min. 52 sec., an arc distance of 181.23 feet, a chord distance of 177.85 feet and a
chord bearing of North 19 deg. 12 min. 26 sec. East to an angle point for corner;
THENCE along a curve to the right having a radius of 361.00 feet, a central angle of 17
deg. 37 min. 22 sec., an arc distance of 111.03 feet a chord distance of 110.60 feet and a
chord bearing of North 47 deg. 13 min. 33 sec. East to an angle point for corner;
THENCE along a curve to the right having a radius of 207.98 feet, a central angle of 35
deg. 02 min. 32 sec., an arc distance of 127.20 feet, a chord distance of 125.23 feet and a
chord bearing of North 73 deg. 33 min. 29 sec. East to an angle point for corner;
THENCE North 89 deg. 38 deg. 52 sec. East a distance of 212.70 feet to a point marking
the upper Northeast corner of the herein described tract of land;
THENCE South 00 deg. 21 min. 08 sec. East along the upper East line of this tract a
distance of 10.00 feet to a point marking the upper Southeast comer of the herein
described tract of land;
EXHIBIT "A" (5 of 8)
C:\A&G\M&B\2005\05-DCS-020-B.doc
THENCE South 89 deg. 38 min. 52 sec. West a distance of 212.86 feet to an angle point
for comer;
THENCE along a curve to the left having a radius of 197.98 feet, a central angle of 35
deg. 04 min. 01 sec., an arc distance of 121.17 feet, a chord distance of 119.29 feet and a
chord bearing of South 73 deg. 34 min. 14 sec. West to an angle point for corner;
THENCE South 38 deg. 12 min. 42 sec. East a distance of 16.16 feet to an angle point
for corner;
THENCE South 51 deg. 47 min. 18 sec. West a distance of 10.00 feet to an angle point
for corner;
THENCE North 38 deg. 12 min. 42 sec. West a distance of 10.00 feet to an angle point
for corner;
THENCE along a curve to the left having a radius of 351.00 feet, a central angle of 14
deg. 17 min. 54 sec., an arc distance of 87.59 feet, a chord distance of 87.36 feet and a
chord bearing of South 45 deg. 33 min. 49 sec. West to an angle point for corner;
THENCE along a curve to the left having a radius of 260.30 feet, a central angle of 38
deg,.24 min. 52 sec., and arc distance of 174.52 feet, a chord distance of 171.27 feet and
a chord bearing of South 19 deg. 12 min. 26 sec. West to an angle point for corner;
THENCE South a distance of 110.73 feet to an angle point for corner;
THENCE South 53 deg. 51 min. 33 sec. East a distance of 22.39 feet to an angle point
for corner;
THENCE North a distance of 15.37 feet to an angle point for corner;
THENCE East a distance of 10.00 feet to an angle point for corner;
THENCE South a distance of 17.47 feet to an angle point for corner;
EXHIBIT "A" (6 of 8)
CAA&GSM&B\2005105-DCS-020-B.doe '
THENCEEast a distance of 385.19 feet to an angle point for corner;
THENCE North a distance of 17.60 feet to an angle point for corner;
THENCE East a distance of 10.00 feet to an angle point for corner;
THENCE South a distance of 17.60 feet to an angle point for corner;
THENCE,East a distance of 41.72 feet to a point marking the lower Northeast corner of
-the herein described tract of land;
THENCE South 00 deg. 21 min. 08 sec. East along the lower East line of this tract a
distance of 10.00 feet to the lower Southeast corner and PLACE OF BEGINNING and
containing in.area 15,402 square feet or 0.35 acres of land, more or less.
�E OF T�
.�P:GisT'
CO 4 -9
Surveyed May, 2005 ..........W o N
JOHN R'...............
D ..._ .....(BDB)NDDGES
r''••9 4583 ....v p
••., SIQ�•'�Q'p�
SURVEY
Jo (Bob) Hodges, R.P. #4583 J �
An Exhibit accompanies this metes and bounds description
Bearings referenced to the North Right of Way line of East Lucas Drive
North 89 deg, 37 min. 01 sec. West - deed
EXHIBIT "A" (7 of 8) C\A&G\M&B\2005\05-DCS-020-B.doc
CALLED 72.67 ACRES CALLED 7.580 ACRES
BEAUMONT COUNTRY CLUB DUVALL FIRST CORP.
VOL. 1310 PC. 194 CF NO. 2004036328
DRJC OP�FND 5/8" SR
W/CAP 3636
15.453 ACRES
STONE WAY LIMITED PARTNERSHIP
A CF NO. 2004036326
OPRJC
0 100 200
SCALE IN FEET �'a C3 — —L10 L1 t
�i �t✓6 — — —L12 —
Q �
d ^ LINE '•B" I LINE "A"
15,402 SQ. F.
0.35 ACRES
NEGLEY STREET I4e -D L17
L18
L19 L23v
L6 — L21 — L26
L3 —
W P.O.B.
Z LINE '•B•• I LINE TABLE
NUMBER DIRECTION DISTANCE
d a 3 I D N 89'37'01" W 10.00'
X T2--N 00'21'08" W 862.79'
z I L3 WEST 447.36'
L4 N 53'51'33" W 34.29'
O a N L5 NORTH
QF rC. Zoe I L6 WEST 275.76'
" BEAUMONT INDEPENDENT SCHOOL DISTRICT
STS ' 9tS� W OF JEFFERSON COUNTY, TEXAS i L8 BAST 18'40" W 10.00'
VOL. 1083 PG. 453 275.81'
DRJC L9 NORTH 99.46'
QQ I L10 N 89'38'52" E 212.70'
L11 S 00'21'08" E 10.00'
L12 S 89'3852" W 212.86'
?' I L13 S 38'12'42° E 16.16'
N L14 S 51'47 18" W 10.00
0 115 N 38'12'42" W 16.46'
L16 SOUTH 110.73'
117 S 53'51'33" E 22.39'
CURVE TABLE I L18 NORTH 15.37'
NUMBER RADIUS DELTA ANGLE ARC LENGTH CHORD LENGTH CHORD DIRECTION I L19 EAST 10.00'
C1 270.30 382452" 181.23 177.85 L20 SOUTH 17.47'
N 19'12'26" E I L21 EAST
C2 361.00 ti 37'22" 111.03 110.60 N 47'13'33" E 385.19'
C3 207.98 35'02'32" 127.20 —125.23 -M 73'3329" E ( L22 NORTH 17.60'
C4- 260.30 38'24'52" 174.52 171.27 S 19'12 26" W L23 EAST 10.00'
C5 351.00 14'17'54" 87.59 87.36 I L24 SOUTH 17.60'
C6 197.98 35'04'01" 121.17 119.29 S 45'3349" W L25 EAST
1-7 3'34'14" W I 41.72'
NOTES:
L26 S 00'2108" E 10.00'
1. BEARINGS REFERENCED TO THE NORTH R.O.W.
LINE OF EAST LUCAS DRIVE N 89' 37' 01" W
DEED. I FND 5/8" SR
2. THIS EXHIBIT ACCOMPANIES A METES AND I �W/CAP 3636
BOUNDS DESCRIPTION MADE ON THIS DAY.
EAST LUCAS DRIVE
LINE "B"
EXHIBIT "A" (8 Of 8)
® LINE "B"
ARCENEAUX & GATES EXHIBIT SHOWING A 10'WIDE UTILITY EASEMENT(0.35
ARCENEAUX Consulting Engineers Inc ACRES)OUT OF THE STONE WAY LIMITED PARTNERSHIP
GATES
Enstneers Surveyors Planners 15.453 ACRE TRACT SITUATED IN THE H.WILLIAMS,JR.
SURVEY,ABSTRACT NO.57
BEAUMONT,JEFFERSON COUNTY,TEXAS
�m-2 c A8G_Projecv ANG PROJECTS ACTIV DCS-010 DRAWINGS LineB.dwg