HomeMy WebLinkAboutRES 07-325 RESOLUTION NO. 07-325
WHEREAS, Jefferson County Drainage District No. 6 has agreed to convey a
7.309 acre easement, as described in Exhibit "A" and shown on Exhibit "B" attached
hereto, to the City of Beaumont for the purpose of constructing and maintaining the Gulf
Terrace Detention Facility Hike and Bike Trail on Drainage District No. 6 property; 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 Jefferson County Drainage District No. 6, as described
. in Exhibit "A" and shown on Exhibit "B" attached hereto, be and the same is hereby, in all
things, accepted for the aforestated purpose.
PASSED BY THE CITY COUNCIL of the City of Beaumont this the 9th day of
October, 2007. —����°°°���
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r v (7 mayor Becky Ames -
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EXHIBIT "A", PAGE 1 OF 5
FIELD NOTE DESCRIPTION
FOR A
7.305 ACRE EASEMENT
OUT OF THE
A. HOUSTON LEAGUE, ABSTRACT 33
JEFFERSON COUNTY, TEXAS
Being a 7.305 acre tract or parcel of land of varying width for easement purposes, a portion of
those certain tracts of land as conveyed by deed to Jefferson County Drainage District No. 6
recorded in Film Code File No. 103-06-2383 and Film Code File No. 103-06-2396 (called
209.07 acres), Film Code File No. 103-06-2472 (called 11.80 acres) and Film Code File No.
103-43-0139 (called 162.89 acres) of the Real Property Records of Jefferson County, Texas, as
situated in the A. Houston League, Abstract No. 33 of said county and being more particularly
described by metes and bounds as follows;
Centerline Description of Alignment"A"
Commencing at a '/2" steel rod found located on the north right of way line of Phelan Boulevard,
a public dedicated right of way; said point bears North 00°17'24" West a distance of 30.00 feet
fi-om a point marking the southeast corner of said 209.07 acre tract and the southwest corner of
that certain tract of land (called 56.974 acres) as conveyed by deed to Jefferson County Drainage
District No. 6 recorded in Clerks File 2002013054 of the Official Public Records of Real
Property of said county;
THENCE North 89°53'32" West along said north right-of-way line, 30 feet perpendicular to and
parallel with south line of said 209.07 acre tract a distance of 259.18 feet to the Point of
Beginning of the herein described tract of land;
THENCE North 00° 04'43" West, departing said north right-of-way line, a distance of 334.84
feet, being a 30 feet wide parcel extending 15.00 feet on each side of said centerline to a point;
THENCE continuing North 00° 04'43" West a distance of 90.00 feet, being an 80.00 feet wide
parcel extending 40.00 feet on each side of said centerline to a point;
THENCE South 89°56'21" West a distance of 31.0 feet and extending 0.00 feet on each side of
said centerline to a point, said point being the beginning of a 20.00 feet wide parcel being 10 feet
on each side of said centerline;
THENCE North 00°22'24"West a distance of 141.70 feet to a point marking a non-tangent point
of curvature of a curve to the left and herein referred to as Point"A";
THENCE continuing along said curve to the left having a radius of 75.00 feet, central angle of
72°43'24", arc distance of 95.19 feet, chord bearing of North 37'01'17" East and a chord
distance of 88.93 feet to the point of tangency of said curve;
EXHIBIT "A", PAGE 2 OF 5
THENCE North 00°39'36" East a distance of 553.42 feet;
THENCE North 00°55'23" East a distance of 1,708.22 feet to the point of curvature of a curve to
the right;
THENCE along said curve to the right having a radius of 400.00 feet, central angle of 11°04'32",
arc distance of 77.32 feet, chord bearing of North 06°27'39" East, and chord distance of 77.20
feet, to the point of tangency of said curve;
THENCE North 11°59'54" East a distance of 300.45 feet to the point of curvature of a curve to
the left, herein referred to as Point `B", said point also the Point of Beginning for Alignment
«B„
THENCE along said curve to the left having a radius of 100.00 feet, central angle of 101°57'27",
arc distance of 155.54 feet, chord bearing of North 38°54'39" West and a chord distance of
155.54 feet to the point of tangency of said curve, herein referred to as Point "C" and also the
Point of Beginning for Alignment "C";
THENCE North 89°57'33" West 35.00 feet perpendicular to and parallel with the north line of
said 209.07 acre tract and the south line of that certain tract of land (called 200 acres) as
conveyed by deed to A. Huston Properties, LLC recorded in Clerks File 2003030222 of said
Official Public Records, a distance of 2,360.96 feet to the point of curvature of a curve to the
left;
THENCE along said curve having a radius of 80.00 feet, central angle of 89°52'08", an arc
distance of 125.48 feet, chord bearing of South 45°02'59" West, chord distance of 111.95 feet to
the point of tangency of said curve; said point being 14.00 feet east of the westerly line of said
209.07 acre tract;
THENCE South 00'10'19" West 14.00 feet perpendicular to and parallel with said west line and
the east line of that certain tract conveyed to the Lower Neches Valley Authority as recorded in
Volume 948, Page 160 of the Deed Records of Jefferson County, Texas, a distance of 2,721.76
feet to the point of curvature of a curve to the left;
THENCE along said curve to the left having a radius of 80.00 feet, central angle of 91'30'14",
arc distance of 127.76 feet, chord bearing of South 45°35'36" East, chord distance of 114.59
feet, to the point of tangency of said curve;
THENCE North 88°40'05" East a distance of 2,287.40 feet to the point of curvature of a curve to
the left;
THENCE along said curve to the left having a radius of 75.00 feet, central angle of 15°17'06",
arc distance of 20.01 feet, chord bearing of North 81°01'32" East, chord distance of 19.95 feet,
to a point on the curve previously identified as Point "A" and containing 5.302 acres of land
more or less.
EXHIBIT "A", PAGE 3 OF 5
Centerline Description of Alignment"B"
Beginning at Point `B", as previously described herein, said point being located at a point of
curvature on Alignment "A", the beginning of a 20.00 feet wide parcel being 10.00 feet on each
side of the following described alignment;
THENCE North 11° 59'54" East a distance of 45.49 feet to the point of curvature of a curve to
the left;
THENCE along said curve to the left having a radius of 400.00 feet, central angle of 15°03'51
arc distance of 105.17 feet, chord bearing of North 04027'59" East, and a chord distance of
104.86 feet, to the point of tangency of said curve;
THENCE North 03°03'56" West, passing at a distance of 6.91 feet, the north line of said 209.07
acre tract and the south line of that certain tract of land (called 11.80 acres) as conveyed by deed
to Jefferson County Drainage District No. 6 recorded in Clerk File 2003051955 of said Official
Public Records, and continuing for a total distance of 24.27 feet to a point herein referred to as
Point"D";
THENCE North 03°03'56" West a distance of 82.91 feet to a point of inflection, said point being
15.00 feet perpendicular to the common west line of said 11.80 acre tract and the east line of said
200 acre tract;
THENCE North 00°02'22" West,15.00 feet perpendicular to and parallel with the west line of
said 11.80 acre tract and the east line of a said 200 acre tract, a distance of 3,106.19 feet to the
point of curvature of a curve to the right;
THENCE along said curve to the right having a radius of 100.00 feet, central angle of 52°10'25",
arc distance of 91.06 feet, chord bearing of North 26° 01'53" East, and chord distance of 88.00
feet, to the point of tangency of said curve;
THENCE North 52°08'03" East passing at a distance of 121.95 feet the east line of said 11.80
acre tract with the west line of said 162.89 acre tract, and continuing for a total distance of
175.27 feet to the point of curvature of a curve to the right;
THENCE along said curve having a radius of 100.00 feet, central angle of 37°51'47", are
distance of 66.08 feet, chord bearing of North 71° 03'56" East, and chord distance of 64.89 feet,
to the point of tangency of said curve;
THENCE North 89°59'50" East, 11.00 feet perpendicular to, and parallel with, the common
north line of said 162.89 acre tract and the south right-of-way line of Dishman Road, a distance
of 570.31 feet to the point of curvature of a curve to the right;
EXHIBIT "A", PAGE 4 OF 5
THENCE along said curve to the right having a radius of 100.00 feet, central angle of 24°41'25",
arc distance of 43.09 feet, chord bearing of South 77°39'28" East, and chord distance of 42.76
feet, to the point of tangency of said curve;
THENCE South 65°18'45" East a distance of 28.40 feet to a point, said point being the end of
Alignment`B", and containing 1.971 acres of land, more or less.
Centerline Description of Alignment"C"
Beginning at Point "C", as previously described herein, said point being located at a point of
tangency on Alignment "A", the beginning of a 20.00 feet wide parcel being 10.00 feet on each
side of the following described alignment;
THENCE South 89°57'33" East, 35.00 feet perpendicular to, and parallel with, the common
north line of said 209.07 acre tract and the south line of said 200 acre tract, a distance of 64.04
feet to the point of curvature of a curve to the left;
THENCE along said curve having a radius of 50.00 feet, central angle of 93°06'23", chord
bearing of North 43'29'15" East, chord distance of 72.60 feet, passing the common north line of
said 209.07 acre tract with the south line of said 11.80 acre tract at an arc distance of 63.31 feet
and continuing along said curve for a total are distance of 81.25 feet to the point of tangency of
said curve with Alignment `B", said point of tangency being previously described as Point "D"
and containing 0.032 acres of land, more or less.
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John Robert Shaw,Jr
4414mal
3844
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Oohn Robert Shaw, Jr., RPLS No. 3844 N'' 600Ott 'to�,'L
SUR
Notes:
1. Bearings referenced to the southerly right of way line of Dishman Road, North 89 deg. 59
min. 50 sec. East.
2. Sketch accompanies metes and bounds description.
TRACT 2
30' TO
CITY OF ROW EAUMONT KEITH ROAD
C5
V.A. NA V 94 PG.160 D.R.J.C.
------- Iy'�1 L9 N 00'10'19"E- 2987.15' N 00'10' 19°E w 3425.43'
pc'y k9 y1 ALIGNMENT"A" LINE DATA
C4 CURVE DATA
Lt N00'04'43°W 734.84' Cl RADIUS 75.9' C7 RADIUS 400.00'
m ARC LENGTH 95,19„ ARC LENGTH 5,17'
L_--- L2 N00'04'43"W 90.00' CHORD BEARING N37'01 17 F, ARC BEARING N0427459"F,
L3 S89'56'21"W 31.00' CHORD LENGTH 88.93 CHORD LENGTH 104.86
DELTA 72'43'24" DELTA 15'03'51°
L4 N00'22'24"W 146.70'
N 00'18'45"W L5 NOO'39'36'E 553.42' C2 RADIUS 400.00' C8 RADIUS 100.00'
ARC LENGTH 77.3'
436.43' JEFFERSON COUNTY DRAINAGE ALIGNMENT"A" L6 N00'S5'23"E 1708.22' CHORD BEARING No627'39- ARC I�NGTH 91.0§'
CHOR BEARING N26'01'53
I DISTRICT NO. 6 L7 N7159'S4'E 300.45' CHORD LENGTH 4'32 CHORD LENGTH 88.00
FILM CODE 103-06-2383,R.P.R.J.C. DELTA 11'0432' DELTA 52'1025'
FILM CODE 103-06-2396,R.P.R.J.C. L8 N69'S7'33°W 2360.96'
(CALLED 209.07 ACRES) 1_9 50010'19"W 2721.76' Cl RADIUS 100.60' C9 RADIUS 00.00'
ALIGNMENT"A" ARC LENGTH 177.,9,5' ARC LENGTH 66.0,x'
I 9 L10 N88'40'OS"E 2287.40' CCHpORRD OENGnG N38'S4g3g954 CHORD BEARING N71'033 6 v
"z Lit N11'59'54"E 45.49' DELTA 701.57'27' DELTA 3751'49
L12 NO3'03'56'W 24.27'
TRACT 1 e 117 NO3'03'56'W 82.91' 04 ARC LENGTH 1�5.�8' C70 ARDC"LENGTH 14�}*00
30'ROW TO L14 N00'02'22"W 3106.19' CHORD BEARING S45TJ259 W CHORD BEARING 577'3928 F,C zI CITY OF BEAUMONT L10 L15 N52'O8'03"E 175.27'
&PD LENGTH 89,11�,��5; DEOAD LENGTH 24'41'25°
L16 N89'59'50"E 570.31' 6 m
2 I L4 POINT'A' L iD L17 565'18.45°E 28.40' Cl RADIUS 80.0' C11 RADIUS 50.00' 1
fr'I w CHORD BEARING S45'3516'� ARC LENGTH 81.25'
r N P INT'C' T LIS 589'57'33"E 64.04' CH pR D LENGTH ♦5 3, CHORD BEARING N43'29'15
DELTA 91)0,14- CHORD LENGTH 72.60 w
�' DELTA 93'06'23' oV
Z FI L3 Cl POINT S' C3 L18 ALI NIvtENT"C" C6 RADIUS 75.0' J N
t I L5 CI I PO 'D' m ARC LENGTH 75,0' ------------ _
co BROUSSARDS DISHMANS DEED OF PARTITION CHORD BEARING N81.01 32 E I D
f-" NI L7 R.P R.J.C. FILE 9829841 OELOTRAD LENGTH 7511906" Z
0 ml Lit C7 L13 li4 EXHIBIT"A"
L12 ANNETTE B.STEINMAN DEED
R.P.R.J.C. FlLE 2003027399 A
POINT OF BEGINNING CALLED 200 ACRES
LOBELLE PROPERTIES,LTD.OUITCLAIM OD
I L8 TO A.HUSTON PROPERTIES,LLC
(- 4� R.P.R.J.C. FILE 2003030222
FUTURE 20.0 ACRE TRACT
I `1P�' I CALLED 200 ACRES I
I u L L4 C6 POINT'A' I �any, I / /
o PC I / ALIGNMENT"A" C2 / ,O
L3 LS a' L6 v ALIGNMENT"C" ALIGNMENT'S"
N 89'S3'35W- ------ ----J \ I N 89'S7' 33"E
5 00'02' 22"E-3425.43' 150.0' i
259.18' S 00.17'24"W-2857.99' POINT'B' POINT'D' � c9/ L15
Lit
1891.48' 996.53' S 00'02' 22"E-3425.43' cs
/ N 00'02'22"W- 1318.51'
I
JEFFERSON COUNTY
COMMENCING POINT S 00'02'22"E _ / DRAINAGE DISTRICT N0, 6
1/2°STEEL Roo 569.01' EVANGELINE MEADOW- UNIT IV R,P.R.J.C.FILM FILE 103-43-0139 u6
J.C.M.R. VOL. 14,PG. 296 CALLED 162.89 ACRES
EASEMENT JEFFERSON COUNTY
( DRAINAGE DISTRICT N0.6
R.P.R.J.C.FILM FILE 103-06-2472
JEFFERSON COUNTY DRAINAGE BUCKNER BAPTIST BENEVOLENCES
CALLED 11.80 ACRES(150'WIDE) ALIGNMENT"B"
DISTRICT NO.6 J.C.D.R. VOL. 1960, PART OF THE RESIDUAL OF 638 ACRES `
CLERKS FILE N0. 2002013054,O.P.R.R.P.J.C. PAGES 26-33.36-40,43-68 DESCRIBED IN VOL.177,PG.620 1
(CALLED 56.974 ACRES) 86.974 ACRES /
(CALLED 86.958 ACRES)
300.000 ACRES REMAINING EXHIBIT'A',PAGE 5 OF 5
I EVANGELINE MEADOW- UNIT III SKETCH OF 7.309 ACRE EASEMENT
COMMENCING POINT J.C.M.R. VOL. 14,PG. 110 OUT OF THE
L A.HOUSTON LEAGUE,ABSTRACT 33 L16 T
N o0 00 za'w JEFFERSON COUNTY,TEXAS " m
30.00'
I cto
NOTES.
1. BEARINGS REFERENCE TO THE SOUTHERLY RIGHT OF WAY LINE L17 _
OF DISHMAN ROAD,NORTH 89 DEG. 59 MIN. 50 SEC.EAST
2. METES AND BOUNDS DESCRIPTION ACCOMPANIES SKETCH.