HomeMy WebLinkAboutRES 09-225 RESOLUTION NO. 09-225
WHEREAS, ST Partners III, Ltd., has offered to convey a ten foot (10')wide water
line easement for property located at 6210 Sienna Trails, said easement being out of Lot
2, Block 1 of the Sienna Trails Subdivision, as described in Exhibit "A" and shown on
Exhibit "B" attached hereto, to the City of Beaumont for the purpose of providing water
services for the Garden of Sienna Apartments; 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 ST Partners III, Ltd., as described in Exhibit "A" and
shown on Exhibit "B", be and the same is hereby, in all things, accepted.
PASSED BY THE CITY COUNCIL of the City of Beaumont this the 4th day of
August, 2009.
ayor Becky Ames -
t
Fittz- & Shipman
INC
Consulting Engineers and Land Surveyors
EXHIBIT A
CENTERLINE DESCRIPTION
FOR A
10' WIDE WATER LINE EASEMENT
OUT OF THE
THOMAS SPEAR SURVEY, ABSTRACT 50
JEFFERSON COUNTY, TEXAS
JUNE 2,2009
LINE 1 & 2
REVISED: JULY 22, 2009
That certain centerline description for a 10' wide water line easement out of the Thomas Spear
Survey, Abstract 50, Jefferson County, Texas, being out of Lot 2, Block 1 of Sienna Trails
Subdivision, a plat recorded in Clerks File No. 2008035976 of the Official Public Records of
Jefferson County, Texas, said centerline description being more particularly described as
follows..
Note: The Basis of Bearing is the north line of said Lot 2, Block having been called South
89 054'30" East 696.48 feet.
LINE 1
COMMENCING at a capped iron rod found in the easterly right-of-way line of Sienna Trails
Drive for the northwest corner of said Lot 2;
THENCE South 89°54'30" East along the north line of said Lot 2 a distance of 10.62 feet to a
point in the easterly line of an existing 10' wide utility easement;
THENCE South 19°45'45" West along the said easterly line of an existing 10' wide utility
easement a distance of 5.31 feet to a point for the POINT OF BEGINNING of the said centerline
of Line 1;
THENCE South 89°54'30" East along the said centerline of said Line 1, at a distance of 140.18
feet pass the POINT OF BEGINNING of TAP A from which the POINT OF TERMINATION of
said TAP A bears South 40.62 feet, and continuing along the said centerline of Line 1 a total
distance of 284.28 feet to an angle point;
THENCE South continuing along the said centerline of Line 1, at a distance of 49.21 feet pass
the POINT OF BEGINNING of LINE 2, at a distance of 134.45 feet pass the POINT OF
BEGINNING of TAP E from which the POINT OF TERMINATION of said TAP E bears West
15.00 feet, at a distance of 216.88 feet pass the POINT OF TERMINATION of LINE 2, at a
distance of 312.39 pass the POINT OF BEGINNING of TAP D from which the POINT OF
TERMINATION of said TAP D bears East 23.73 feet, and continuing along the said centerline of
Line 1 a total distance of 383.59 feet to a point in the northerly line of an existing 10' utility
easement for the POINT OF TERMINATION of said Line 1 from which a capped iron rod found
in the north right-of-way line of Timber Creek Loop for the southeast corner of said Lot 2 bears
South 59°30' 06" East 62.96 feet;
Fittz&Shipman,Inc.
Project No. 08344.0003wtresnt
Plat&Description
1405 Cornerstone Court,- Beaumont, Texas 77706 • (409) 832-7238 • fax (409) 832-7303
EXHIBIT "A"
EXHIBIT A
LINE 2
BEGINNING at a point described in Line 1 above-,
THENCE East along the said centerline of said Line 2, at a distance of 65.35 feet pass the
POINT OF BEGINNING of TAP B from which the POINT OF TERMINATION of said TAP B
bears North 23.80 feet, and continuing along the said centerline of Line 2 a distance of 252.40
feet to an angle point-,
THENCE South continuing along the said centerline of Line 2, at a distance of 79.35 feet pass
the POINT OF BEGINNING of TAP C from which the POINT OF TERMINATION of TAP C
bears East 16.60 feet, and continuing along the said centerline of Line 2 a total distance of
167.67 feet to an angle point,-
THENCE West continuing along the said centerline of Line 2 a distance of 252.40 feet to a point
in the above described centerline of Line 1 for the POINT OF TERMINATION of said Line 2.,
This Field Note Description is based on a survey performed by Fittz & Shipman, Inc. during
March 2009.
alter J. Ksiaz
Registered Profession Land Surve No. 5321
`t4�
Fitt;&Shipman,Inc.
Project No. 08344.0003wtresnt
Plat&Description
i
COMMENCING REMAINDER OF
POINT MUSE LIMITED, INC.
LINE 1 CLERKS FILE NO. 9809740, O.P.R.J.C.
FOUND (CALLED 62.29 ACRES) (BASIS OF BEARINGS) I FOUND
CAPPED
(CALLED S 89'54'30" E 696.48) I IRON ROD
CAPPED S 89'54'30" E 696.48
NOW OR FORMERLY
IRON ROD L1 L3 SITE I!
_ _ _—_- _ _ - -- I LOCAION
140.18 Q1 Fd, 144.09 I N TAP B 5' BUILDING LINE I VOLE 700, PG. 4o52,LD.R.J.C.
� 65-35 J — — —187.05 — —
POINT OF
— — — — —
Q BEGINNING LINE 2
LINE 1 NOW OR FORMERLY RONALD J , - --
�'� POINT OF es
10' WIDE WATER I J. KIBODEAUX
�zs g
LINE 1 BEGINNING VOL. 1678, PG. 190, D.R.J.C. C._
LINE EASEMENT LINE 2 C14 i�A ` "
(5' EACH SIDED
L13 w
OF CENTERLINE) TAPE J I P C c
POINT OF
TERMINATION �� I a �6 co
LOT 2, BLOCK I LINE 2 I ~ Q ° NOW OR FORMERLY
SIENNA TRAILS SUBDIVISION �1 W NUMBER I DIRECTION DISTANCE
.2,Z CLERKS FILE NO. 2008035976, O.P.R.J.C. �� _ LINE 2 _L10_ _ _ _ _ w a n-o RONALD B. MILLICAN L1 S 89'54'30" E 10.62
Q — — — — — _ -- — _ a z m VOL. 1734, PG. 57, D.R.J.C. CALLED S 89'54'30" E
~ 0 6210 SIENNA TRAILS DRIVE I o L2 S 19'45'45" W 5.31
0
j m POINT OF I n I L4 —[S-OUTH 4'30" E 40.28 Co
TERMINATION +
° N LINE 1 L5 SOUTH 384.92 m
10' WIDE WATER L11 IL6 EAST JE62.96 2.40
LINE EASEMENT I TAP D NOW OR FORMERLY L7 NORTH .80 X
(5' EACH SIDE I � E.H. RICHARDSON L8 SOUTH 7.67 W
FOUND OF CENTERLINE) ° VOL. 411, PG. 503, D.R J.C. L9 EAST .60
IRON L10 WEST 2.40
L11 EAST .73
G ENE �2 L12 S 59'30'06LOT 1, BLOCK 1 L13 WEST 00
�0 SIENNA TRAILS SUBDIVISION
25 uj�A/ CLERKS FILE NO. 2008035976, O.P.R.J.C.
g
FOUND
^Q v CAPPED
IRON ROD I SURVEYOR'S CERTIFICATION:
I DO HEREBY CERTIFY, TO THE BEST OF MY KNOWLEDGE AND BELIEF,
THAT THIS IS AN ACCURATE PLAT OF A SURVEY & DESCRIPTION MADE
ON THE GROUND UNDER MY SUPERVISION DURING MARCH 2009. r
0 50 100
S
C A L E
Y
10' WIDE WATER LINE EASEMENT WALTER J. KSIAZEK 7Zr '
Fittz&Shipman ;HEFT ND
REGISTERED PROFESSIONAL LA SURVEYOR N 21 'x°`""" f
INC. PROJECT NAME: THE GARDENS OF SIENNA 7
Consulting Engineers and Land Surveyors
6210 SIENNA TRAILS DRIVE
1405 CORNERSTONE COURT, BEAUMONT, TEXAS BEAUMONT TEXAS PROJECT NO. ' ` '
(409) 832-7238 FAX (409) 832-7303 ' REVISED: 7-9-09
DATE: 6-2--09 08344.0003
e
- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIillllllllliiliillllllllllllllll 6APGS 2909030912
STATE OF TEXAS X
KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF JEFFERSON X
WATER LINE EASEMENT
THAT,S.T.PARTNERS VI,LTD,of the County ofHarris,State of Texas,hereinafter called
"GRANTOR", whether one or more, for and in consideration of the sum of ONE AND N01100
DOLLAR($1.00), and other good and valuable consideration to us in hand paid by the CITY OF
BEAUMONT, a municipal corporation domiciled in Jefferson County, Texas, hereinafter called
"GRANTEE", the receipt and sufficiency of which consideration is hereby acknowledged, has
GRANTED, SOLD and CONVEYED, and by these presents does GRANT, SELL and CONVEY
unto the CITY OF BEAUMONT, P. O. Box 3827, Beaumont, Texas 77704, Jefferson County,
Texas, its successors and assigns, a Water Line Easement and the exclusive right to construct, alter,
and maintain said water lines and appurtenances on the hereinafter described lands which said
easement is under, over, in and across those certain tracts or parcels of land owned by GRANTOR
situated in the County of Jefferson, State of Texas, and being more particularly described in Exhibit
"A", attached and made a part hereof for all purposes.
The easement herein granted shall be used for the purpose ofplacing,constructing,operating,
repairing,rebuilding,replacing,relocating,and/or removing water lines and appurtenances,and the
following rights are also hereby conveyed:
It is expressly understood and agreed that the City of Beaumont shall have the right of ingress
to and egress from the tracts of land hereinbefore described and use of the same for the purposes
aforesaid, and giving said City the right and privilege to improve,maintain and operate the same as
permitted by law.
GRANTOR agrees not to place any structures or appurtenances within the Easement
Property.
Grantee shall not be responsible for the repair and replacement of any paving or other
structures within the Easement Property.
TO HAVE AND TO HOLD the above described easement and right-of-way unto the said
CITY OF BEAUMONT, its successors and assigns f ever.
EXECUTED this 4 day of , 2009.
GRANTOR:
S.T. PART VI, LTD
B :
Printed Name:
Title: A ex,r
ACKNOWLEDGMENT
STATE OF TEXAS X
COUNTY OF HARRIS X
BEFORE ME, the undersigned authority, on this day personally appeared Ob
A452/n Lek 4&44f-L— of S.T. PARTNERS VI, LTD, known to me to
be the person and officer vase name is subscribed to the foregoing instrument, and acknowledged
to me that he executed the same as the act of such corporation for the purposes and consideration
therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this 49 of 09.
r REBECCA L PELLERIN 44""�
I MY COMMISSION EXPIReS
May 9 9, Public, State of Texas
PON
,2 2012
RETURN TO: City of Beaumont
Ilona N. Baker
P. O. Box 3827
Beaumont, TX 77704 h2o\sienna trails esmt
AL.ZM
Ffttz
INC
Consulting Engineers and Land Surveyors
EXHIBIT A, PAGE 1 OF 3
CENTERLINE DESCRIPTION
FOR A
10' WIDE WATER LINE EASEMENT
OUT OF THE
THOMAS SPEAR SURVEY, ABSTRACT 50
JEFFERSON COUNTY, TEXAS
JUNE 2,2009
LINE 1 & 2
REVISED: JULY 22, 2009
That certain centerline description for a 10' wide water line easement out of the Thomas Spear
Survey, Abstract 50, Jefferson County, Texas, being out of Lot 2, Block 1 of Sienna Trails
Subdivision, a plat recorded in Clerks File No. 2008035976 of the Official Public Records of
Jefferson County, Texas, said centerline description being more particularly described as
follows:
Note: The Basis of Bearing is the north line of said Lot 2, Block having been called South
89 054'30" East 696.48 feet.
LINE 1
COMMENCING at a capped iron rod found in the easterly right-of-way line of Sienna Trails
Drive for the northwest corner of said Lot 2;
THENCE South 89°54'30" East along the north line of said Lot 2 a distance of 10.62 feet to a
point in the easterly line of an existing 10'wide utility easement;
THENCE South 19°45'45" West along the said easterly line of an existing 10' wide utility
easement a distance of 5.31 feet to a point for the POINT OF BEGINNING of the said centerline
of Line 1;
THENCE South 89°54'30" East along the said centerline of said Line 1, at a distance of 140.18
feet pass the POINT OF BEGINNING of TAP A from which the POINT OF TERMINATION of
said TAP A bears South 40.62 feet, and continuing along the said centerline of Line 1 a total
distance of 284.28 feet to an angle point;
THENCE South continuing along the said centerline of Line 1, at a distance of 49.21 feet pass
the POINT OF BEGINNING of LINE 2, at a distance of 134.45 feet pass the POINT OF
BEGINNING of TAP E from which the POINT OF TERMINATION of said TAP E bears West
15.00 feet, at a distance of 216.88 feet pass the POINT OF TERMINATION of LINE 2, at a
distance of 312.39 pass the POINT OF BEGINNING of TAP D from which the POINT OF
TERMINATION of said TAP D bears East 23.73 feet, and continuing along the said centerline of
Line 1 a total distance of 383.59 feet to a point in the northerly line of an existing 10' utility
easement for the POINT OF TERMINATION of said Line 1 from which a capped iron rod found
in the north right-of-way line of Timber Creek Loop for the southeast corner of said Lot 2 bears
South 59°30' 06" East 62.96 feet;
Fittz&Shipman,Inc.
Project No.08344.0003wtresnt
Plat&Description
1405 Cornerstone Court,* Beaumont, Texas 77706 • (409) 832-7238 • fax (409) 832-7303
1
EXHIBIT A, PAGE 2 OF 3
LINE 2
BEGINNING at a point described in Line 1 above;
THENCE East along the said centerline of said Line 2, at a distance of 65.35 feet pass the
POINT OF BEGINNING of TAP B from which the POINT OF TERMINATION of said TAP B
bears North 23.80 feet, and continuing along the said centerline of Line 2 a distance of 252.40
feet to an angle point;
THENCE South continuing along the said centerline of Line 2, at a distance of 79.35 feet pass
the POINT OF BEGINNING of TAP C from which the POINT OF TERMINATION of TAP C
bears East 16.60 feet, and continuing along the said centerline of Line 2 a total distance of
167.67 feet to an angle point;
THENCE West continuing along the said centerline of Line 2 a distance of 252.40 feet to a point
in the above described centerline of Line 1 for the POINT OF TERMINATION of said Line 2;
This Field Note Description is based on a survey performed by Fittz & Shipman, Inc. during
March 2009.
Walter J. Ksiaze
Registered Profession Land Surve No. 5321 'SALTER J. KSIAZEK
Mn Y
ZSSAtaa � r
FYUz&Shipman,Inc.
Project No.08344.0003wtresnt
Plat&Description
I
COMMENCING REMAINDER OF
POINT MUSE LIMITED, INC. EXHIBIT "A", Page 3 of 3
LINE 1 CLERKS FILE N0, 9809740, O.P.R.J.C.
FOUND (CALLED 62.29 ACRES) • FOUND "
CAPPED (BASIS OF BEARINGS) CAPPED -
(CALLED S 89'54'30" E 696.48) IRON ROD _i-
IRON ROD L1 L2 I _ --
L3 S 89'54'30" E 696.48 NOW OR FORMERLY
� -- - -- — — —5' — — — — — ELBERT COLLINS
140.18 Q� rd, 144.09 I TAP B 5' BUILDING LINE VOL. 700, PG, 452, D.R.J.C. SITEI-
�y n LOCA ION o
rTl^y 65.39) L 187.G5
4 / POINT OF
/ BEGINNING LINE 2 L6
LINE 1 I I POINT OF n I I NOW OR FORMERLY w
10' WIDE WATER I RONALD J. KIBODEAUX 9 0
LINE EASEMENT LINE 1 I LINE BEGINNING a ^i IL9 VOL. 1678, PG. 190, D.R.J.C. 29 a° cGt
(5' EACH SIDE Li 331 I cgpo
w OF CENTERLINE) TAPE I J -j TAP CI u $
POINT OF °
[TER MINATION I I Q w o
LOT 2, BLOCK 1 LINE 2 'd I I w *°3
z SIENNA TRAILS SUBDIVISION )I a d°
CLERKS FILE NO. 2008035976, O.P.R.J.C. J o w D NOW OR FORMERLY NUMBER DIRECTION DISTANCE
_ LINE 2 _ — —____J J j w a o RONALD B. MILLICAN L1 S 89'54'30" E 10.62
Iw IZ 6210 SIENNA TRAILS DRIVE F z N VOL. 1734, PG, 57, D.R.J.C. CALLED S 89'54'30" E
—__————_ ——
r S 1945'45" W 5.31
I�I m POINT OF I ° L3 S 89'54'30" E 284.28
�o N TERMINATION L4 SOUTH 40.62
I 10'E WIDE WATER I IL71 I L5 SOUTH 384.92 LIS EAST I LINE EASEMENT TAP D I NOW OR FORMERLY L7 NORTH 23.800
OF EACH SIDE E.H. RICHARDSON
FOUND OF CENTERLINE) I I° L8 SOUTH 167.67
I CAPPED I VOL. 411, PG. 503, D.R.J.C. 16.60 L9 EAST\ \ IRON ROD - — — — — I r L10 WEST 252.40
L11 EAST 23.73
L12 S 59'30'06" E 62.96
�4 LOT 1, BLOCK 1 1-13 WEST 15.00
SIENNA TRAILS SUBDIVISION
FOUND CLERKS FILE NO, 2008035976, O.P.R.J.C.
CAPPED
IRON ROD
1 SURVEYOR'S CERTIFICATION:
I DO HEREBY CERTIFY, TO THE BEST OF MY KNOWLEDGE AND BELIEF,
THAT THIS IS AN ACCURATE PLAT OF A SURVEY& DESCRIPTION MADE �,'. ^' O�F,
ON THE GROUND UNDER MY SUPERVISION DURING MARCH 2009. q' -L`Y`E�%•+.rte ��'
0 50 100
G1STr�• 4s trs:,
S® ° "
WALTER J. KSIAZEK
Fittz&Shipman 10' WIDE WATER LINE EASEMENT SHEET NO WALTER J. KSIAZEK yj
INC. PROJECT NAME: 3 REGISTERED PROFESSIOA-1ANn VEYO R NO. 5 " 6 PLt11 9
••� acv
�nrtdtingEngrneersandLundsurveyors THE GARDENS OF SIENNA !'••��9��••`Q
1405 CORNERSTONE COURT, BEAUMONT, TEXAS 6210 SIENNA TRAILS DRIVE PROJECT No. �oSttHYw'1O
(409) 832-7238 FAX(409)832-7303 BEAUMONT, TEXAS REVISED: 7-9-09
DATE:6-2-09 08344.0003 '! °
FILED AND RECORDED
OFFICIAL PUBLIC RECORDS
e14+ 'Va4t
2009 Aug 10, 01:55 PM 200903 0912
CAROL: $32.00
CAROLYN L. GUIDRY, COUNTY CLERK
JEFFERSON COUNTY, TEXAS
•