HomeMy WebLinkAboutRES 12-256 RESOLUTION NO. 12-256
WHEREAS, Stoneleigh Homsar Apts., Ltd., has agreed to convey a ten (10) foot
wide exclusive water line easement, said easement being a 0.3084 acre tract out of Lot 2
and a portion of Lot 1 A of the replat of Stoneleigh located at 4550 North Major Drive, as
described in Exhibit"A" and shown on Exhibit"B,"attached hereto, to the City of Beaumont
for the purpose of placing, constructing, operating, repairing, rebuilding, relocating and/or
removing water lines and appurtenances to facilitate the development of Stoneleigh Homsar
Apartments Phase II; 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 statements and findings set out in the preamble to this resolution are hereby, in
all things, approved and adopted; and,
THAT the easement conveyed by Stoneleigh Homsar Apts., Ltd, as described in
Exhibit"A" and shown on Exhibit"B," be and the same is hereby, in all things, accepted for
the stated purposes.
PASSED BY THE CITY COUNCIL of the City of Beaumont this the 30th day of
October, 2012.
�`Q�Cp�►NT �
,�,� - ayor Beck mes -
Iw
FIM&Shipmran
INC.
Consulting Engineers and Land Surveyors
Ronald D. Fittz,P.E.,R.P.L.5.(1948-1987) Donald R. King,P.E.
Terry G.Shi)xnan,P.E.,Chairman Walter).Ksiazek,R.P.L.S.
Billy J.Smith,Jr.,President
EXHIBIT"A", PAGE 1 OF 3
CENTERLINE DESCRIPT)ON
FOR A 10' WIDE EXCLUSIVE
WATER LINE EASEMENT
OUT OF LOT 2 AND A PORTION OF LOT 1 A
OF THE REPLAT OF STONELEIGH
JEFFERSON COUNTY, TEXAS
SEPTEMBER 4, 2012
That certain centerline description for a 10' wide exclusive water line easement, 5' on each side
of centerline, out of Lot 2 and a portion of Lot 1A of the Replat of Stoneleigh, a plat recorded in
Clerks File No. 2010014601 of the Official Public Records of Jefferson County, Texas, said
centerline being more particularly described by courses and distances as follows:
Note: The Basis of Bearings is the south line of said Lot 2 having been called South 87°09'40"
West 673.79 feet.
COMMENCING at a capped iron rod found in the in the westerly line of a called 4.417 acre tract
conveyed to Jefferson County, Drainage District No. 6 as recorded in Clerks File No.
2008000947 of the Official Public Records of Jefferson County, Texas for the east corner of Lot
1A of said Replat of Stoneleigh and the north corner of said Lot 2;
THENCE South 40°32'30"West along the common line of said Lots 1A and 2 a distance of
90.47 feet (called South 40 035'54"West) to a point for the Point of Termination of Tap F of an
existing 10' wide water line easement recorded in Clerks File No. 2010042222 of the Official
Public Records of Jefferson County, Texas and for the POINT OF BEGINNING of the said
centerline from which a capped iron rod found for a common corner of said Lots 1A and 2 bears
South 40°32'30" West 343.30 feet (called South 40°35'54"West);
THENCE along the said centerline of the 10' wide exclusive water line easement with the
following courses and distances:
South 49°24'06" East a distance of 168.49 feet to an angle point for the POINT OF
BEGINNING of TAP A from which the POINT OF TERMINATION of said TAP A bears South
40 035'54" West 23.47 feet;
South 40 037'58" East a distance of 228.24 feet to an angle point;
South 02 050'20" East a distance of 86.40 feet to an angle point;
Fittz&Shipman,Inc.
Page 1 of 2
Project No. 12041 WtrEsmtPhase2
Plat& Description
1405 Cornerstone Court• Beaumont,Texas 77706 . (409) 832-7238 fax (409) 832-7303
Tx Board of Prof Engineers firm No. 1160•Tx Board of Prof Land Surveyors Firm No. 100186 '
EXHIBIT"A"
EXHIBIT"A", PANE 2 OF 3
South 87 009'40"West, at a distance of 65.75 feet pass a point for the POINT OF
BEGINNING of TAP B from which the POINT OF TERMINATION of said TAP B bears South
02 050'20" East 19.67 feet, at a distance of 376.45 feet pass a point for the POINT OF
BEGINNING of TAP C from which the POINT OF TERMINATION of TAP C bears South
02 050'20" East 18.94 feet, and continuing a total distance of 497,03 feet to an angle point in
said Lot 1A for the POINT OF BEGINNING of TAP D from which the POINT OF TERMINATION
of said TAP D bears South 87 009'40" West 51.04 feet to the east line of the said existing 10'
wide water line easement;
THENCE along the said centerline of the 10' wide exclusive water.line easement with the
following courses and distances:
North 02 050'20" West a distance of 27.92 feet to an angle point;
North 40 035'54" East a distance of 216.26 feet to an angle point;
North 50°26'38"West a distance of 25.02 feet to a point for the POINT OF
TERMINATION of the said centerline.
This Centerline Description is based on a survey performed by Fittz& Shipman, Inc. on June
21, 2012.
Walter J. Ksiazek rtE OF I'
Registered Professional Land Surveyor No. 5321 cs'�;�:a�s sFq;� 6
, .
WALTER J.4($'(.�....k.. .
....4. ................... .
. ° 532'f °
'
l SUiiV��aQ
Fittz Shipman,Inc.
Page 2 of 2
Project No. 12041 WtrEsmtPhase2
Plat& Description}
NUMBER DELTA RADIUS ARC CHORD CHORD BEARING \\ COMMENCING EXHIBIT "A", PAGE 3 OF 3 POINT s �
Cl 132'50'22' 50.00 145.92 91.85 N 02 50'20" W BEGINNING \� CAPPED S s9
CALLED 13250'37' 50.00 775.93 91.65 N 02"50'20"W CENTERLINE IRON ROD ),Sjtr��''
C2 26' 55' 1150.00 538.88 533.97 S 35 59'06" E '10' WIDE f
50'
CALLED 26'49'38' 1150.00 53446 533.55 S 35.56'33'E EXCLUSIVE 0�. 3 F
WATER LINE r SET ,z"
NUMBER DIRECTION DISTANCE EASEMENT ON��ROD
IRRO M
Lt S 4974'06' E 168.49 I I � s�1
L2 S 40'37'58' E 228.24 LOT 1 A // 1�'.A
L3 S 02'50'20" E 86.40 I ,°' v\
L4 S 87V9'40' W 497.03 „t og�
L5 N 02"50'20' W 27.92 �r 11, ' POINT OF 4 0 50 100
L6 N 40'35'54' E 216.26 ( ti r ati TERMINATION
� \
L7 N 50'86'38" W 25.02 CENTERLINE ,,. S C A L
(0
L8 S 4035 54' W 23.47 I ! .0 44�c 10' WIDE TAP A \ r£gc^gsy }�-
L9 S 02'50 20' E 19.67 r FOUND EXCLUSIVE
L10 S 02'50'20' E 18.94 IRON N ROD EASEMENT
I / OD WATER LINE \\ Fo�2P'o _
L11 S 87'09'40' W 51.04 C� r
r, rr �
�0 %� LOT 2
1 i 8 Nq CENTERLINE \�
1 10' WIDE EXCLUSIVE
Z? rr WATER LINE EASEMENT,
I1- i o FOUND 5' EACH SIDE OF CENTERLINE I J
I� Z
t � IRON RoD��-- -L4 _-
I DO HEREBY CERTIFICATION: TAP D 120.58 vfi.I 310.70 65.75
i DO HEREBY CERTIFY, TO THE BEST OF MY KNOWLEDGE AND 8£UEF,
THAT THIS IS AN ACCURATE PLAT OF A SURVEY&DESCRIPTION MADE i I ' V :]TAP C TAP B
ON THE GROUND UNDER MY SUPERVISION ON JUNE 21,2012.
LOT 1 A w d SET tie"
W O CAPPED
IRON ROD
I E
(/V aS N S 87'09'40" W 673.79
FOUND
OF 4 Z~ CAPPED REMAINDER OF (CALLED S 87'09'40"W 673.79)
WALTER J.KSIAZEK �. OT" Tf 1 $ IRON Roo
REGISTERED PROFESSIONAL SURVEYOR D0. 5321 ,,P��STE'"x'9 I W LAKE BEAU, L.L.P. (BASIS of BEARINGS)
f.'� lLi�,yt41 w CLERKS FILE NO. 2005038617 O.P.R.J.C.
E..,Q6 (CALLED 28.787 ACRES)
R _ _ >aj
WALTER J.KSIAZEK„, � �
'%'P0 Fittz&Shlpman 10' WIDE EXCLUSIVE WATER LINE EASEMENT SHEET NO.
o ' Q
qy vQ INC. PgO�' Nom= LOT 2 AND A PORTION OF LOT 1A
REPLAT OF STONELEIGH
1405 CORNERSTONE COURT,BEAUMONT. TEXAS CLERKS FILE NO. 2010014601, OPRJC PROJECT NO.
O:\PROJEC7S\12041 Stomeletgh Apt$Ph 2\Survey\12O41TO4WtrEsmt.dwg Sep 06, 2012 02:31pm (409)832-7238 -FAX(409)832-1303 BEAUMONT, TEXAS DATE:8--30-12 f 12041T4
IIIIIHII�IIINIHHIIIIIIIHIInIIIIII�IiIiNlllllllll EAS 2012038773
6 PGS
STATE OF TEXAS X
KNOW ALL MEN BY THESE PRESENTS:
COUNTY OF JEFFERSON X
WATER LINE EASEMENT
THAT, STONELEIGH HOMSAR APTS. LTD, the County of Dallas, State of Texas
hereinafter called "GRANTOR",whether one or more, for and in consideration of the sum of
ONE AND NO/100 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 waterlines 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 of placing, 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 forever.
1-1
EXECUTED this day of 2012.
GRANTOR: STONELEIGH HOMSAR APTS. LTD
By:
Printed Name:
Title: Lk
ACKNOWLEDGMENT
STATE OF TEXAS X
PAZ 4-75
COUNTY OF 9;EF€I*-1\.9 8?� X
BEFORE ME, the undersigned authority, on this day personally appeared
Matthew P. Stone as Vice President of STONELEIGH HOMSAR
APTS. LTD, known to me to be the person and officer whose 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 16th day of Navember 2012.
DONNA J.61LLISME ,
My Commission Expires
October 2,2ot4. tmy Public, St of Texas
RETURN TO: City of Beaumont
Antoinette Hardy-Engineering
P. O. Box 3827
Beaumont,TX 77704
Fitts&Shipman
INC.
Consulting Engineers and Land Surveyors
Ronald D. Fittz,P.E.,R.P.L.S.(1948-1987) Donald R.King,P.E.
Terry G.Shipman, P:E.,Chairman Walter J. Ksiazek, R.P.L.S.
Billy J.Smith,Jr., President
EXHIBIT "A",PAGE 1 OF 3
CENTERLINE DESCRIPTION
FOR A 10' WIDE EXCLUSIVE
WATER LINE EASEMENT
OUT OF LOT 2 AND A PORTION OF LOT IA
OF THE REPLAT OF STONELEIGH
JEFFERSON COUNTY,TEXAS
SEPTEMBER 4,2012
That certain centerline description for a 10' wide exclusive waterline easement, 5' on each side
of centerline, out of Lot 2 and a portion of Lot 1A of the Replat of Stoneleigh, a plat recorded in
Clerks File No. 2010014601 of the Official Public Records of Jefferson County, Texas, said
centerline being more particularly described by courses and distances as follows:
Note: The Basis of Bearings is the south line of said Lot 2 having been called South 87 009'40"
West 673.79 feet.
COMMENCING at a capped iron rod found in the in the westerly line of a called 4.417 acre tract
conveyed to Jefferson County, Drainage District No. 6 as recorded in Clerks File No.
2008000947 of the Official Public Records of Jefferson County, Texas for the east corner of Lot
1A of said Replat of Stoneleigh and the north corner of said Lot 2;
THENCE South 40 032'30" West along the common line of said Lots 1A and 2 a distance of
90.47 feet (called South 40 035'54"West) to a point for the Point of Termination of Tap F of an
existing 10' wide water line easement recorded in Clerks File No. 2010042222 of the Official
Public Records of Jefferson County, Texas and for the POINT OF BEGINNING of the said
centerline from which a capped iron rod found for a common corner of said Lots 1A and 2 bears
South 40 032'30"West 343.30 feet (called South 40 035'54"West);
THENCE along the said centerline of the 10' wide exclusive water line easement with the
following courses and distances:
South 49°24'06" East a distance of 168.49 feet to an angle point for the POINT OF
BEGINNING of TAP A from which the POINT OF TERMINATION of said TAP A bears South
40°35'54" West 23.47 feet;
South 40 037'58" East a distance of 228.24 feet to an angle point;
South 02 050'20" East a distance of 86.40 feet to an angle point;
Fittz&Shipman,Inc.
Page 1 of 2
Project No. 12041 WtrEsmtPhase2
Plat& Description
1405 Cornerstone Court • Beaumont, Texas 77706 • (409) 832-7238 •fax (409) 832-7303
Tx Board of Prof Engineers Firm No. 1160•Tx Board of Prof Land Surveyors Firm No. 100186
EXHIBIT "A", PAGE 2 OF 3
South 87 009'40"West, at a distance of 65.75 feet pass a point for the POINT OF
BEGINNING of TAP B from which the POINT OF TERMINATION of said TAP B bears South
02 050'20" East 19.67 feet, at a distance of 376.45 feet pass a point for the POINT OF
BEGINNING of TAP C from which the POINT OF TERMINATION of TAP C bears South
02 050'20" East 18.94 feet, and continuing a total distance of 497.03 feet to an angle point in
said Lot 1A for the POINT OF BEGINNING of TAP D from which the POINT OF TERMINATION
of said TAP D bears South 87 009'40" West 51.04 feet to the east line of the said existing 10'
wide water line easement;
THENCE along the said centerline of the 10' wide exclusive water line easement with the
following courses and distances:
North 02 050'20" West a distance of 27.92 feet to an angle point;
North 40 035'54» East a distance of 216.26 feet to an angle point;
North 50 026'38" West a distance of 25.02 feet to a point for the POINT OF
TERMINATION of the said centerline.
This Centerline Description is based on a survey performed by Fittz & Shipman, Inc. on June
21, 2012.
$Fq�x'�c>'
Walter J. Ksiazek
Registered Professi nal Land Surveyor No. 5321 � '••••'••"""`"""•"""""
WALTER J.KSIAZEK
.N�....NN................
.t.
% ''6321
�?aAI .....
��� SIJRYE�O
Fittz &Shipman,Inc.
Page 2 of 2
Project No. 12041WtrEsmtPhase2
Plat& Description
COMMENCING EXHIBIT "A% PAGE 3 OF 3
NUMBER DELTA RADIUS ARC CHORD CHORD BEARING �\ POINT s �
Cl 132'50'22" 50.00 115.92 91.65 N 02'50'20" W BEGINNING POINT OF CAPPED Syr, �SR��Fo
CALLED 132'50'37" 50.00 115.93 91.65 N 02'50'20" W CENTERLINE \ IRON ROD
C2 26'50'55" 1150.00 538.88 533.97 S 35'59'06" E 10' WIDE a Rte+
CALLED 26'49'38" 1150.00 538.46 533.55 S 35'58'33" E EXCLUSIVE / �Q. F SET 1/2"
WATER LINE CAPPED
NUMBER DIRECTION DISTANCE EASEMENT / IRON ROD
L1 S 49'24'06" E 168.49
L2 S 40'37'58" E 228.24 LOT 1 A
L3 S 02'50'20" E 86.40
L4 S 87'09'40" W 497.03 I I 'z
L5 02'50'20" ����� / �° \\ 0 50 100
N W 27.92 I �� ��y/ .� POINT OF o�
L6 N 40'35'54" E 216.26 ���,oeti �o•"�`1' TERMINATION \ q F�
L7 N 50'26'38" W 25.02 CENTERLINE �' �s F� S C A L E
L8 S 40'35'54" W 23.47 I ,o��°ry ` ��"� 10' WIDE TAP A F osoy
" I �� EXCLUSIVE
L9 S 02'50 20 E 19.67 �.� / FOUND WATER LINE `o �C""Gy
L10 IS 02'50'20" E 118.94 CAPPED IF °o
L11 S 87'09'40" W 51.04 I G��/ IRON ROD !)EASEMENT \� ` j�oo�
—
3 \ vL?
q �i LOT 2
P o CENTERLINE
°N // 10' WIDE EXCLUSIVE
z 1�
WATER LINE EASEMENT,
Ld
Ld° CAPPED 5' EACH SIDE OF CENTERLINE I I J
— n vZ IRON ROD
I Imo— —J I— 11 J — —�� �— L4
SURVEYOR'S CERTIFICATION: TAP D 120.58 _0 W 310.70 °�' 65.75
I DO HEREBY CERTIFY, TO THE BEST OF MY KNOWLEDGE AND BELIEF, � �TAP C TAP B
THAT THIS IS AN ACCURATE PLAT OF A SURVEY k DESCRIPTION MADE I C3 U
ON THE GROUND UNDER MY SUPERVISION ON JUNE 21, 2012.
N
SET 1/2"
awfft�lo LOT 1 A ap RON ROD
W s FOUND S 87'09'40" W 673.79
ZE OF r y I w.- CAPPED REMAINDER OF (CALLED S 87'09'40" W 673.79)
WALTER J.REGISTERED PROFESSIONAL L SURVEYOR N 321 '�P•��1$T�C'' ?9 ¢o IRON ROD LAKE BEAU, L.L.P. (BASIS OF BEARINGS)
�'• d 9 N CLERKS FILE NO. 2005038617 O.P.R.J.C.
*t Q'� �� W•; * H °Q p (CALLED 28.787 ACRES)
.............•................
' * � �z
WALTER J.KSIAIEK
...%....«...5321........ ..... ( �-+ o
:
Oaaf a' 10' WIDE EXCLUSIVE WATER LINE EASEMENT SHEET NO.
••� ss,....•�, Fittz&Shipman 3
�a0 su�v�'+o
INC. PROJECT NAME. LOT 2 AND A PORTION OF LOT 1 A
��°� REPLAT OF STONELEIGH
1405 CORNERSTONE COURT, BEAUMONT, TEXAS CLERKS FILE NO. 2010014601, OPRJC PROJECT NO.
Q:\PROJECTS\12041 Stoneleigh Apts Ph 2\Survey\12041TO4WtrEsmt.dwg Sep 06, 2012 02:31pm (409) 832-7238 FAX (409) 832-7303 BEAUMONT, TEXAS DATE: 8-30-12
12041 T4