HomeMy WebLinkAboutContract 39607-A1T Y SECRET Fly
�ONTRA�T r A _ -AI
AMENDMENT
TO CITY SECRETARY CONTRACT N0.39607
PIPELINE LICENSE AGREEMENT
This AMICIY➢�IV[EI�T TO PIPELINE EASEMENT Y 10EI`�SE AGREEMENT
is entered into by and between the CITY OF FORT WORTH, a municipal corporation
of the State of Texas located within Tarrant, Denton, and Wise Counties, Texas
(hereinafter referred to as the "City") acting herein by and through its duly authorized
City Manager or duly designated Assistant City Manager, and TEXAS MIDSTREAM
GAS SERVICES, LLC, an Oklahoma limited liability company (hereinafter referred to
as "Company") acting herein by and through its duly authorized representative.
RECITALS
WHEREAS, the City of Fort Worth ("City") and Texas Midstream Gas Services,
LLC ("Company") made and entered into City Secretary Contract No. 39607 Pipeline
License Agreement ("Agreement") authorized by City Council by M&C 1,44594 on July
15, 2008, to allow the installation and construction of a natural gas pipeline; and
WHEREAS, Exhibit "A" in the Agreement depicts the alignment and location of
the natural gas pipeline within the licensed area; and
WHEREAS, physical conditions have changed in the licensed area wherein the
natural gas pipeline was to be located which has necessitated a realignment of the location
of the pipeline as depicted in Exhibit "A" of the Agreement; and
WHEREAS, it advisable to execute this Amendment to the Agreement to revise
Exhibit "A" in the Agreement in order to depict the realignment and revised location of the
natural gas pipeline within the license area.
NOW THEREFORE, City and Company, acting herein by and through their duly
authorized representatives, do mutually covenant and agree that
OFFICBAL RECORD
CITY SECRETARY
FT. WORTH, TX
Instrument No. D208405503 of the Real Property Records of Tarrant County, is hereby
amended as follows:
1.
Exhibit A, depicting the location of the natural gas line, is hereby revised and
amended with Exhibit A-1 attached hereto and incorporated herein to the Agreement.
2.
All other provisions of the Agreement which are not expressly amended herein shall
remain in full force and effect.
r�
EXECUTED on this the��— day of �^^,� , 2009.
CITY OF FORT
Assistant City Manager
Approved as to Form and Legality:
Melinda Ramos
Assistant City Attorney
TEXAS MIDSTREAM GAS SERVICES,
an Oklahoma limited liability company
By:
Print a
TQit�le: lo%Za..,R,... .a�����
Attested byo
Marty
17f:1�►'�ia K:ir � 1►'I
OFFICIAL RECORD
CITY SECRETARYwait lum
2 � �
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the
State of Texas, on this day personally appeared /Q417Wi ,Q , known to me to
be the person whose name is subscribed to the foregoing instrument, and acknowledged
to me that he/she executed the same for the purposes and consideration therein expressed,
as the act and deed of the CITY OF FORT WORTH, and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this �/S� day
2009.
Notary Public, State of "l exas
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, a Notary Public in and for the
State of Texas, on this ,ay personally appeared
4 EXAS MIDSTREAM GAS SERVICES, known to
me be the persorf w ose name is subscribed to the foregoing instrument, and
acknowledged to me that he/she executed the same for the purposes and consideration
therein expressed, as the act and deed of TEXAS MIDSTREAM GAS SERVICES, and
in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this day
of , 2009.
KRISTI JEAN MCLERRAN
Notary Public, State of Texas
My Commission Expires
March 18, 2012
of Texas
OFFICIAL REC®RD
CITY SECRETARY
T. WORTH, TX
EXHIBIT "A"
STATE HWY 183
FT. WORTH,
CITY OF
(TR 2A)
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ui
a FT. WORTH, CITY OF
F TRACT CENT 003.01
y VOL 20M PG. 243
(TR. 29. 2C)
CENTREPORT DEVELOPERS. LLC
TRACT CENT_003.00_004.00
VOL 20M PG. 243
(TR. 29. 2C)
Fr. woRTH,
CITY of
(A 681 7R 20)
CENTRE DEV CO.
ATTN CHAMPION
PROP CO.
CT CENT_006.00
AREA 3,
INST A
ko I 4<1
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IV �►
of
UNIDEN CORP.
OF AMERICA
BLOCK 308, LOT 2
VOL 9249 PG 2340
FT. WORTH, CITY of
(TRACT ?E)
COUNTRYIMDE
� HOME LOAN INC
M BLOCK 308, LOT 1
INST #D2061 7762
FT. WORTH, aTY of
_ (TRACT 2DO2)
W
a CENTREPORT
VENTURE INC
to VOL 10169 PG. 1067
(TRACT 2901)
Ol��ia���:t_ RicC+DRD
CITY SECRETARY
FT WORTH, TX
BASIS OF BEARING: THE WESTERLY RIGHT OF WAY LINE OF AMON CARTER BLVD. AS
DESCRIBED IN VOLUME 2008 AT PAGE 243 OF THE TARRANT COUNTY RECORDS BEARS
S00'43'33"E (GRID) !N THE STATE OF TEXAS NORTH CENTRAL 4202 ZONE_
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TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TX—TARR—CENT_003.01
CITY OF FT, WORTH TRACT
Q� >t 6 3/20/0 JDM JMM LICENSE AGREEMENT COUNTY OF TARRANT, STATE OF TEXAS
s 1/18/08 PDJ JMM REVISED ESMT BEGINNING PT CENTREPORT TO RIVERSIDE ROUTE
DOWNTOWN DESIGN SERVICES, INC. 4 2/18/0 JSS JMM REVISED ESMT WIDTH DRAWN SWD 10/22/07 SCALE: 10 700'
3 2/13/0 SJTM JMM EXHIBIT •D• CHECKED SA 10/22/07
`L/� SQantec Consulting Inc. PROJECT 0 350' 700'
2000 Slorodo Bhd 2 11/16/0 SJTM JMM ROUTE CHANGE/EASEMENT St* 2�300 ENpN�
TeL 30375d HEAD
1 0/30/0 JRP JMM ROUTE CHANGE SECTION
Fmc. 303.755.4Q2® REV. DATE BY APP. DESCRIPTION APPROVED
�'•�'��" Y SHEET 1 OF 5
EXHIBIT "A"
EASEMENTS
V10045 P470
V13583 P22
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POINT OF
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FT. woRTH, C1T1f of
TRACT CENT_003.01
V2008 P243
(TR. se, x)
� 20' LICENSE
'� AGREEMENT
� 22,321 S.F.f.
� 0.512 AC.f
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25' TEMPORARY
WORKSPACE
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LINE TABLE
LINE
BEARING
DISTANCE
L9
S16'02'14"E
140.05'
L10
S57'34'09"W
22.40'
L11
S32'25'S1 "E
20.39°
L12
S89'19'04`W
20.34'
L13
N32'25'S1 "W
20.39'
L14
N16'02'09'W
120.09'
L15
N72'11'00"E
20.01'
� aTY of Fr. woRTH �
�` (TR�cr 2E) P�9 � J,�O
1 �(= '�
j �`�Gf�$J�ty�
L
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
BEARING
DISTANCE
C13
14'S0'47"
1365.50'
353.82'
S64'59'42"W
352.83'
C14
90'00'00"
60.00'
94.25'
S12'34'09"W
84.85'
C15
4'S3'28"
1323.00'
112.94'
N29'S9'07"W
112.91'
C16
12'49'47"
638.50'
142.97'
N21'07'30"W
142.67°
C17
3'S0'06"
961.50'
64.36'
S16'37'39"E
64.35'
C18
7'30'10"
1311.00'
171.67'
N14'47'38`W
171.55'
C19
7.2p'25"
1291.00'
165.40'
N14'52'30"W
165.28'
C20
3'50'06`
981.50'
65.70'
S16'37'39"E
65.68'
C21
12'49'47`
618.50°
138.49'
N21'07'30"W
138.20'
C22
4'S3'28"
1303.00°
111.23'
N29'59'07"W
111.20'
C23
90'00'00"
80.00'
125.66'
S12'34'09"W
113.14°
C24 14'49'20"
1399.07'
361.93'
S64'09'27`W
360.92'
v: \5287t \ACnvE\t 87t 07355\DRAWING\2a5_CENT�4\ExrI181T5\07355v-2�5-Ext+t87T-003.OT.DwG
EASEMENT TABLE
:ENTERLINE LENGTH 1,715.87' 67.63 RDS.
EASEMENT AREA 22.321 SF 0.512 AC
TEMP. WORKSPACE 25,551 SF 0.587 AC
ADD'L. WORKSPACE N/A N/A
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DOWNTOWN DESIGN SERVICES. INC.
8 P3/20/Oq JDMIJMM I .LICENSE AGREEMENT
S it/18/081 PDJ I JMM I REVISED ESMT BEGINNING PT
ur��i�lAL ���G�2�
�CIT�' aI�GREiARY
�'C �ICQRTH,, TX
TEXAS MIDSTREAM GAS SER'v'iCES
PROPOSED PIPELINE CROSSING
TRACT CENT_003.01
CITY OF FT. WORTH TRACT
COUNTY OF TARRANT, STATE OF TEXAS
20' LICENSE AGREEMENT
CENTREPORT TO RIVERSIDE ROUTE
2/18/0 JSS JMM REVISED ESMT WIDTH �R tnn SWD 70/23/07
3 2/13/0 SJTM JMM EXHIBIT '0' CH BdcED SA 10/23/07
2 1/18/0 SJTM JMM ROUTE CHANGE/EASEMENT PROJECT
ENgNEER
t 0/30/0 JRP JMM ROUTE CHANGE SECTION
H
REY. DATE BY APP. DESCRIPTION APPROVED
SCALE: 1' � 200•
LL�� Stantec Consulting Inc.
uv//�, 2000 5 Cobrodo Bkd
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Tat 303.758.{OS8
Faz 303.758.{828
ra..sicntac_com
0 100' 200'
SHEET 2 OF 5
EXHIBIT "A"
A PORTION OF THE PARCEL DESCRIBED IN VOLUME NUMBER 2008 AT PAGE 243 OF THE RECORDS OF THE COUNTY
OF TARRANT, STATE OF TEXAS, SITUATED IN THE VINCENT J. HUTTON SURVEY, ABSTRACT NUMBER 681, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE SOUTH RIGHT OF WAY OF STATE HIGHWAY 183 ANO THE WEST RIGHT OF
WAY OF AMON CARTER BOULEVARD;
THENCE S 63'55'01" W, A DISTANCE OF 1839.35 FEET TO THE POINT OF BEGINNING;
THENCE S 16'02'14" E, A DISTANCE OF 140.05 FEET;
THENCE ALONG THE ARC OF ANON -TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 14'S0'47", A
RADIUS OF 1365.50 FEET, AND AN ARC LENGTH OF 353.82 FEET, THE CHORD OF WHICH BEARS S 64'S9'42" W, A
DISTANCE OF 352.83 FEET;
THENCE S 57'34'09" W, A DISTANCE OF 22.40 FEET;
THENCE ALONG THE ARC OF A TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 90'00'00", A RADIUS
OF 60.00 FEET, AND AN ARC LENGTH OF 94.25 FEET, THE CHORD OF WHICH BEARS S 12'34'09" W, A DISTANCE OF
84.85 FEET;
THENCE S 32'25'S1" E, A DISTANCE OF 20.39 FEET;
THENCE ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 4'S3'28", A RADIUS
OF 1323.00 FEET, AND AN ARC LENGTH OF 112.94 FEET, THE CHORD OF WHICH BEARS S 29'S9'07" E, A DISTANCE
OF 112.91 FEET;
THENCE ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 12'49'47", A RADIUS
OF 638.50 FEET, AND AN ARC LENGTH OF 142.97 FEET, THE CHORD OF WHICH BEARS S 21'07'30" E, A DISTANCE
OF 142.67 FEET;
THENCE ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 3'S0'06", A RADIUS OF
961.50 FEET, AND AN ARC LENGTH OF 64.36 FEET, THE CHORD OF WHICH BEARS S 16'37'39" E, A DISTANCE OF
64.35 FEET;
THENCE ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 7'30'10", A RADIUS
OF 1311.00 FEET, AND AN ARC LENGTH OF 171.67 FEET, THE CHORD OF WHICH BEARS S 14'47'38" E, A DISTANCE
OF 171.55 FEET;
THENCE S 89'19'04" W, A DISTANCE OF 20.34 FEET;
THENCE ALONG THE ARC OF ANON -TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 7'20°25", A
RADIUS OF 1291.00 FEET, AND AN ARC LENGTH OF 165.40 FEET, THE CHORD OF WHICH BEARS N 14'52'30" W, A
DISTANCE OF 165.28 FEET;
THENCE ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 3'S0'06", A RADIUS
OF 981.50 FEET, AND AN ARC LENGTH OF 65.70 FEET, THE CHORD OF WHICH BEARS N 16'37'39" W, A DISTANCE
OF 65.68 FEET;
THENCE ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 12'49'47", A RADIUS
OF 618.50 FEET, AND AN ARC LENGTH OF 138.49 FEET, THE CHORD OF WHICH BEARS N 21'07'30" W, A DISTANCE
OF 138.20 FEET;
THENCE ALONG THE ARC OF A COMPOUND CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 4'S3'28", A RADIUS
OF 1303.00 FEET, AND AN ARC LENGTH OF 111.23 FEET, THE CHORD OF WHICH BEARS N 29'S9'07" W, A DISTANCE
OF 111.20 FEET;
THENCE N 32'25'S1" W, A DISTANCE OF 20.39 FEET;
THENCE ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 90'00'00", A RADIUS
OF 80.00 FEET, AND AN ARC LENGTH OF 125.66 FEET, THE CHORD OF WHICH BEARS N 12'34'09" E, A DISTANCE
OF 113.14 FEET;
THENCE ALONG THE ARC OF ANON -TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 14'49'20", A
RADIUS OF 1399.07 FEET, AND AN ARC LENGTH OF 361.93 FEET, THE CHORD OF WHICH BEARS N 64'09'27" E, A
DISTANCE OF 360.92 FEET;
THENCE N 16'02'09" W, A DISTANCE OF 120.09 FEET;
THENCE N 72'11'00" E, A DISTANCE OF 20.01 FEET TO THE POINT OF BEGINNING;
CONTAINING AN AREA OF 22,321 SQUARE FEET OR 0.512 ACRES, MORE OR LESS.
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SEE SHEET 2 FOR
EASEMENT INFORMATION
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DOWNTOWN DESIGN SERVICES INC.
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✓� a000 s caaodo and
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Td 303.73E.{OSas
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S
1/19/Da
PDJ
JMM
REVISED ESMT BEdNNING PT
4
2/1a/0
JSS
JMM
REVISED ESMT WIDTH
3
2/13/0
SJTM
JMM
EXHIBIT •D'
2
1/1a/0
S.ITM
JMM
ROUTE CHANGE/EASEMENT
1
0/30/0
JRP
JMM
ROUTE CHANCE
REV.
DATE
aT
APP.
pESCRIPTiGN
OFFICIAL RECO
CITY SEGRETAR`°
F� .,
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT CENT_003.01
CITY OF FT. WORTH TRACT
COUNTY OF TARRANT, STATE OF TEXAS
LICENSE AGREEMENT LEGAL DESCRIPTION
CENTREPORT TO RIVERSIDE ROUTE
YWN � sWD �� o/as/o7 � scAe.E: r
SA I1G/23/07
0
��
sHEET 3 of s
25' TEMPORARY I
WORKSPACE
25,551 S.F.f
0.587 AC. t � � �
i i
��
y / � /
20' LICENSE
AGREEMENT
EXHIBIT "A" sT4TFyw,.,
83
POINT OF
COMMENCEMENT
EASEMENTS
V10045 P470 _ - _ _ _
V13583 P22 ____-_=-- -----
%' "�
�9� ti
� � , POINT OF
1 \ 8 BEGINNING
1_
i
FT. woRTH, aTY of
1 rJ TRACT CENT_003.01
V2008 P243
Yes ., ITR. 2e, x)
LINE TABLE
LINE
BEARING
DISTANCE
L1
S16'02'14"E
55.31'
L2
557'34'09"W
22.40'
L3
S32'25'S1 "E
20.39'
L4
S89'19'04"W
25.41 °
L5
N32'25'51 `W
20.39'
L6
N57'34'09"E
22.40°
L7
N16'02'14`W
30.75'
L8
N73'S7'46"E
25.00°
CITY OF FT. WORTH
(TRACT ?E)
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CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
BEARING
DISTANCE
C1
15'S3'10`
1340.49'
371.67'
S65'30'S4"W
370.49'
C2
90'00'00"
35.00'
54.98'
S12'34'09"W
49.50'
C3
4'S3'28`
1348.00'
115.07'
S29'S9'07"E
115.04'
C4
12'49'47"
663.50'
148.57'
S21'07'30"E
148.26'
C5
3'50'O6"
936.50'
62.68'
S16'37'39"E
62.67'
C6
7'41'S5"
1336.00'
179.51'
S14'41'45"
179.38'
C7
7'30'10"
1311.00'
171.67'
N14'47°38"W
171.55'
C8
3'50'O6"
961.50'
64.36'
N16'37'39`W
64.35'
C9
12'49'47"
638.50'
142.97'
N21'07'30`W
142.67'
C10
4'S3'28"
1323.00
112.94'
N29'S9'07"W
112.91'
C11
90'00'00`
60.00'
94.25'
N12'34'09"E
84.85'
C12 14'S0'47`
1365.50'
353.82'
N64'59'42"E
352.83'
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SEE SHEET 2 FOR
EASEMENT INFORMATION
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DOWNTOWN DESIGN SERVICES INC.
Stantec Consulting Inc.
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OFFICIAL RECORD
CITY SECRETARY
- •. a
TEXAS MIDSTREAM GAS SER'JiCES
PROPOSED PIPELINE CROSSING
TRACT CENT_003.01
CITY OF FT. WORTH TRACT
a 3/20/0 JDM JMM LICENSE AGREEMENT COUNTY OF TARRANT, STATE OF TEXAS
TEMPORARY WORKSPACE
5 1/18/08 PDJ JMM REVISED ESMT BEGINNING PT CENTREPORT TO RIVERSIDE ROUTE
4 2/18/0 JSS JMM REVISED ESMT WIDTH DR Y� SWD 10/23/07 SCALE: 1' � 200'
3 2/13/0 SJTM ,MAM EXHIBIT 'D' � 9r ED SA 10/23/07
PROJECT � 100' 200'
2 11/16/0 SJTM JMM ROUTE CHANGE/EASEMENT ENdNEER
1 0/30/0 JRP JMM ROUTE CHANGE SECTION
REV. I DATE I BY I APP.
SHEET 4 OF 5
EXHIBIT "A"
A PORTION OF THE PARCEL DESCRIBED IN VOLUME NUMBER 2008 AT PAGE 243 OF THE RECORDS OF THE COUNTY
OF TARRANT, STATE OF TEXAS, SITUATED IN THE VINCENT J. HUTTON SURVEY, ABSTRACT NUMBER 681, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE SOUTH RIGHT OF WAY OF STATE HIGHWAY 183 AND THE WEST RIGHT OF
WAY OF AMON CARTER BOULEVARD;
THENCE S 60'25°22" W, A DISTANCE OF 1837.22 FEET TO THE POINT OF BEGINNING;
THENCE S 16'02'14" E, A DISTANCE OF 55.31 FEET;
THENCE ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 15'S3'10", A
RADIUS OF 1340.49 FEET, AND AN ARC LENGTH OF 371.67 FEET, THE CHORD OF WHICH BEARS S 65'30'S4" W, A
DISTANCE OF 370.49 FEET;
THENCE S 57'34'09" W, A DISTANCE OF 22.40 FEET;
THENCE ALONG THE ARC OF A TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 90'00'00", A RADIUS
OF 35.00 FEET, AND AN ARC LENGTH OF 54.98 FEET, THE CHORD OF WHICH BEARS S 12'34'09" W, A DISTANCE OF
49.50 FEET;
THENCE S 32'25'S1" E, A DISTANCE OF 20.39 FEET;
THENCE ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 4'S3'28", A RADIUS
OF 1348.00 FEET, AND AN ARC LENGTH OF 115.07 FEET, THE CHORD OF WHICH BEARS S 29'S9'07" E, A DISTANCE
OF 115.04 FEET;
THENCE ALONG THE ARC OF A COMPOUND CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 12'49'47", A RADIUS
OF 663.50 FEET, AND AN ARC LENGTH OF 148.57 FEET, THE CHORD OF WHICH BEARS S 21'07'30" E, A DISTANCE
OF 148.26 FEET;
THENCE ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 3'S0'06", A RADIUS OF
936.50 FEET, AND AN ARC LENGTH OF 62.68 -FEET, THE CHORD OF WHICH BEARS S 16'37'39" E, A DISTANCE OF
62.67 FEET;
THENCE ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 7'41'S5", A RADIUS
OF 1336.00 FEET, AND AN ARC LENGTH OF 179.51 FEET, THE CHORD OF WHICH BEARS S 14'41'45" E, A DISTANCE
OF 179.38 FEET;
THENCE S 89'19'04" W, A DISTANCE OF 25.41 FEET;
THENCE ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 7'30°10", A
RADIUS OF 1311.00 FEET, AND AN ARC LENGTH OF 171.67 FEET, THE CHORD OF WHICH BEARS N 14'47'38" W, A
DISTANCE OF 171.55 FEET;
THENCE ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 3'S0'06", A RADIUS
OF 961.50 FEET, AND AN ARC LENGTH OF 64.36 FEET, THE CHORD OF WHICH BEARS N 16'37'39" W, A DISTANCE
OF 64.35 FEET;
THENCE ALONG THE ARC OF A REVERSE CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 12'49'47", A RADIUS
OF 638.50 FEET, AND AN ARC LENGTH OF 142.97 FEET, THE CHORD OF WHICH BEARS N 21'07'30" W, A DISTANCE
OF 142.67 FEET;
THENCE ALONG THE ARC OF A COMPOUND CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 4'S3'28", A RADIUS
OF 1323.00 FEET, AND AN ARC LENGTH OF 112.94 FEET, THE CHORD OF WHICH BEARS N 29'S9'07" W, A DISTANCE
OF 112.91 FEET;
THENCE N 32'25'S1" W, A DISTANCE OF 20.39 FEET;
THENCE ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 90'00'00", A RADIUS
OF 60.00 FEET, AND AN ARC LENGTH OF 94.25 FEET, THE CHORD OF WHICH BEARS N 12'34'09" E, A OISTANCE OF
84.85 FEET;
THENCE N 57'34'09" E, A DISTANCE OF 22.40 FEET;
THENCE ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 14'S0'47", A
RADIUS OF 1365.50 FEET, AND AN ARC LENGTH OF 353.82 FEET, THE CHORD OF WHICH BEARS N 64'S9'42" E, A
DISTANCE OF 352.83 FEET;
THENCE N 16'02'14" W, A DISTANCE OF 30.75 FEET;
THENCE N 73'57'46" E, A DISTANCE OF 25.00 FEET TO THE POINT OF BEGINNING;
CONTAINING AN AREA OF 25,551 SQUARE FEET OR 0.587 ACRES, MORE OR LESS. ,� ���ICI�.L RECQRD
CITY SECRETARY
F-�-'�'�►�RT'�I, T�
';( f.j
•�ti 5$9u „_" .��i�
�_
j` s /� c
BASIS OF BEARING: THE WESTERLY RIGHT OF WAY LINE OF AMON CARTER BLVD. AS
DESCRIBED IN VOLUME 2008 AT PAGE 243 OF THE TARRANT COUNTY RECORDS BEARS
S00'43'33"E (GRID) IN THE STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
SURVEYAR'S CERTIFICATE
TO PARTIES INTERESTED IN TITLE TO THE PREMISES SURVEYED, I DO HEREBY CERTIFY
THAT THE ABOVE LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS AND FROM
AN ACTUAL AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND
CORRECT.
DATE OF SURVEY: 07/21/07 - 08/06/07
v: \5287t \ACTIVE\t E7T 07355\DRA WINv\Za5_CENT�t\E7�Df!Gfi'TS\O�S'Sv- 2+�-EST-OC3 C'+.^rG
SEE SHEET 2 FOR
EASEMENT INFORMATION
�®
DOWNTOWN DESIGN SERVICES, INC.
SEYED M. ALVANI
R.P.LS. N0. 5896
DATE OF 9G>yATURr- � '� ' - .
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT CENT_003.01
CITY OF FT. WORTH TRACT
8 3/20/0 JDM JMM LICENSE AGREEMENT COUNTY OF TARRANT, STATE OF TEXAS
TEMPORARY WORKSPACE LEGAL DESCRIPTION
s 1/1B/OB PDJ JMM REVISED ESMT BEdNNING PT CENTREPORT TO RIVERSIDE ROUTE
4 2/1E/0 JSS JMM REVISED ESMT MADTH DRANM SWD 10 23/07
BY / SCAL£: 1� .
c�j� Stantec Consulting Inc.
uV/ z000 s col„�do �
Sb 2-300
Damr, CO EO222
T�i. 3O3.75Q4O58
Fas 3O3.75E.482a
r"v.stanbc.com
3
2/1
a
1/1
1
0 /,
JMM I EXHIBIT 'D'
JMM I ROUTE CHANGE/EASEMENT
JRP I JMM
REV. I DATE I BY I APP.
ROUTE CHANCE
DESCRIPTIDN
SA 1O/2J/O7
0
SHEET 5 OF 5
EXHIBIT "A-1"
IV ^01 Pic
Q' A44
CENTREPORT CUNA CORP
TRACT CENT-006.00
BLOCK 311 AREA 3 SECTION 4
STATE HWY 183 INSTR# D206290861
(ROW VARIES) (SUED# 6935)
O+
FINAL PLAT
ro��Q•J LOTS 1-3m BLOCK 113
CENTREPORT
CABINET JD07309369
DE 12980
�sco 5 LOT 3LOT 2 LOT 1
S CHESAPE EXPLOR TION LLC
TRACT-004.01
DRILL SAl
INSTR#
FAA BLVD FAA
CITY OF (RO (ROW
FT WORTH 3
(TR 2A) UNIDEN CORP OF AMERICA me
0
LOT 2 BLOCK 308 0
CENTREPORT ADDN
VOL 9249 PG 2340
(SUED/ 6935)
O
m H
w CHESAPEAKE
EXPLORATION LLC NJ
_ > CENTREPORT DEVELOPERS LLC TRACT CENT-004.03
F 3 TRACT CENT-004.02 DRILL SITE A2 w
F 99 VOL 2008 PG 243 CITY OF INSTR# D207309369
H .. (7R 2B) FT WORTH (rns 2eo3 2Eos)
(7R 2D) CITY OF FT WORTH 0
(TRACT 2E) 2 l
1J- i�-o9
COUNTRYWIDE
HOME LOANS INC
LOT 1 BLOCK 308
CENTREPORT ADDN
INSTR# D206167762
(SUED/ 6935)
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
iIS OF BEARING: THE NORTHERLY BOUNDARY OF THE PARCEL DESCRIBED AS
LL SITE A2 IN INSTRUMENT# D207309369 OF THE TARRANT COUNTY RECORDS
►RS N89'18'19"E (GRID) IN THE STATE OF TEXAS NORTH CENTRAL 4202 ZONE.
(CM) CONTROL MONUMENT
(ASSESSORS DATA)
""— " " — --- APPROXIMATE ABSTRACT LINE
V: \52871 \ACl1VE\187107355\DRAWING\245_CENT.14\EXHIBITS\07355V-245—EXHIBIT-004.02.DWG
DOWNTOWN DESIGN SERVICES INC.
•Stantec Consulting Inc.
2830 SE Loop 820
Ft Worth, TX 76140
Tel. 817.293.1910
Fax. 817.293.1990
www.etantec.com
TEXAS MIDSTREAM GAS SERVICES
.02
CITY OF FT WORTH TRACT
PROPOSED PIPELINE CROSSING
TRACT-CENT-004
COUNTY OF TARRANT, STATE OF TEXAS
CENTREPORT TO RIVERSIDE ROUTE
unnm� JSS 11I 24/ 08
BY SCALE: 16 = 700'
CHECKED pEM 11/25/08
BY 0 350' 700'
2 11/10/09 JMM PEM REVISED EASMENT PROJECT
ENgNEER
1 10/28/09 JSS PEM REVISED EASMENT SECTION
HEAD
REV. DATE BY APP. DESCRIPTION APPROVED
RY
SHEET 1 OF 6
EXHIBIT 49A41
011 FINAL PLAT
LOTS 1-3, BLOCK 113
C3)\ CENTREPORT
(CM) CHESAPEAKE EXPLORATION LLC �1� CABINET A SLIDE 12980
TRACT CENT-004.01 31 LOT 3
DRILL SITE Al �1\ 20' LICENSE FOUND
INSTR# D207309369 0\ AGREEMENT #1 5/8" IRON
(TR 2BO2) 01 364 S.F. PATE #5647
0.008 ACf (TYPICAL)
C2 111 L8 -
5' GENERAL ESMT
VOL 13583 PG 22
10' UNDERGROUND
TELEPHONE ESMT
VOL 10045 PG 464
L7
POINT OF
i� C1 BEGINNING
j L5 \ #1
CM� �
i
14
i
CHESAPEAKE EXPLORATION LLC
TRACT CENT-004.03
DRILL SITE A2
INSTR# D207309369
(TRS 2B03 & 2EO5)
LINE TABLE
LINE
BEARING
DISTANCE
L1
S16'02'09"E
35.44'
L2
S32025'51 "E
20.38'
L3
S89'18219"W
20.34'
L4
N32'25951"W
20.38'
L5
N16002'09"W
13.30'
L6
S71411'12"W
20.02'
L7
N16'02109"W
18.45'
S16'02'09"E
17.95'
� TEMPORARY
WORKSPACE CENTREPORT DEVELOPERS LLC
TRACT CENT-004.02
20' LICENSE VOL 2008 PG 243
\ AGREEMENT #2 (TR 2B)
\ 19,677 S.F.
Oa452
� 0.452 ACf
POINT OF
BEGINNING
#2
CITY OF FT (TRACT 2E) � (CM)
WORTH
BASIS OF BEARING
N89'18'19"E 608.85'
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
BEARING
DISTANCE
C1
14'35'39"
1379.07'
351.27'
S6305m W36"W
350.32'
C2
89007238"
60.00'
93.33'
S12007958"W
84.20'
C3
04*53328"
1323.00'
112.94'
S29059107"E
112.91'
C4
12049947"
638.50'
142.97'
S21007'3090E
142.67'
C5
03050906"
961.50'
64.36'
S16037239'E
64.35'
C6
07'30'53"
1311.00'
171.95'
S14'47'16"E
171a829
C7
07021110"
1291.00'
165.67'
N14'52'08"W
165.56'
C8
03*50106
981.50'
65.70'
N16037139"W
65.68'
C9
12'49'47"
618.50'
138.49'
N21'07130"W
138.209
C10
04'53128"
1303.00'
111.23'
N29'59107"W
111a20*
C11
89*07338"
80.00'
124.44'
N12007'58"E
112.27'
C12
13*48244"
1399.07'
337.27'
N63036209"E
336.45'
C13
23022206"
50.00'
20.39'
N64055924"E
20.25'
C28
00'45'42"
1504.87'
20.01'
N72'35'41 "E
20.01'
� v""(CM) CONTROL MONUMENT
- APPROXIMATE ABSTRACT LINE
V: \52871 \ACTIVE\187107355\DRAWING\245_CENT�24\EXHIBITS\07355V-245-EXHIBIT-004.02.DWG
CENTERLINE LENGTH 1,001.68' 60.708 RDS
EASEMENT AREA 20,041 SF 0.460 AC
� TEMP. WORKSPACE I 27,815 SF 0.639 AC
ADD'L WORKSPACE I
DOWNTOWN DESIGN SERVICES. INC.
Stantec Consulting Inc.
2830 SE Loop 820
Ft. Worth, TX 76140
Tel. 817.293.1910
Fax. 817.293.1990
www.etanteacom
FOUND 5/8" IRON PATE #5647
•
COMBINED SCALE FACTOR:1.000147269
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT-CENT-004.02
CITY OF FT WORTH TRACT
COUNTY OF TARRANT, STATE OF TEXAS
20 LICENSE AGREEMENT
CENTREPORT TO RIVERSIDE ROUTE
JSS 11/24/08 SCALE: 1' = 200'
CHECKED PEM 11/25/08
aY 0 100' 200'
2 11/10/09 JMM PEM REVISED EASMENT PROJECT ��
ENGINEER
1 10/28/09 JSS PEM REVISED EASMENT SECTION
HEAD
REV. DATE BY APP. DESCRIPTION APPROVED
Ry SHEET 2 OF 6
EXHIBIT "X1"
A 20-FOOT EASEMENT ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME 2008 AT PAGE 243,
AND ACROSS A PORTION OF THE 5-FOOT GENERAL EASEMENT DESCRIBED IN VOLUME 13583 AT PAGE
22, AND ACROSS A PORTION OF THE 10-FOOT UNDERGROUND TELEPHONE EASEMENT DESCRIBED IN
VOLUME 10045 AT PAGE 464 ALL OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, M
THE VINCENT J HUTTON SURVEY, ABSTRACT NUMBER 6812 DESCRIBED AS FOLLOWS:
BEGINNING ON THE SOUTHERLY BOUNDARY OF THE PARCEL DESCRIBED AS DRILL SITE Al IN
INSTRUMENT# D207309369 OF THE TARRANT COUNTY RECORDS FROM WHICH ITS NORTHEAST CORNER
MONUMENTED BY A FOUND 5/8" IRON ROD STAMPED PATE #5647 BEARS N13'00'41"W 489.91 FEET;
THENCE S16'02109"E 17.95 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF FAA BOULEVARD AS
SHOWN ON THE FINAL PLAT LOTS 1-3, BLOCK 113 CENTREPORT AS FILED IN CABINET A AT SLIDE
12980;
THENCE ALONG SAID NORTHERLY RIGHT OF WAY LINE S71'11212"W 20.02 FEET,
THENCE N16002909"W 18.45 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE RIGHT ON THE
SOUTHERLY BOUNDARY OF SAID DRILL SITE Al HAVING A RADIUS OF 1504.87 FEET, THE CHORD BEARS
472'35'41 "E 20.01 FEET,
THENCE ALONG SAID SOUTHERLY BOUNDARY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
00045142"9 AN ARC LENGTH OF 20.01 FEET TO THE POINT OF BEGINNING;
CONTAINING 364 SQUARE FEET OR 0.008 ACRES, MORE OR LESS.
gtio ;� S S
(CM) CONTROL MONUMENT
11 ' I j-�D ! (ASSESSORS DATA)
- APPROXIMATE ABSTRACT LINE
V: \52871 \ACTIVE\187107355\DRAWING\245_CENT.24\EXHIBITS\07355V-245-EXHIBIT-004.02.DWG
SEE SHEET 2 FOR
EASEMENT INFORMATION
�1
DOWNTOWN DESIGN SERVICES. INC.
Stantec Consulting Inc.
2830 SE Loop 820 2 11/10/09 JMM PEM
Ft Worth, TX 76140
Tel. 817.293.1910 1 10/28/09 JSS PEM
Fax. 817.293.1990
www.etantee.com
REV. DATE BY APP,
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
TRACT-CENT-004.02
CITY OF FT WORTH TRACT
COUNTY OF TARRANT, STATE OF TEXAS
LICENSE AGREEMENT LEGAL DESCRIP11ON
CENTREPORT TO RIVERSIDE ROUTE
unnm� JS$ 11/24/08 SCALE: 1' _
BY
CHECKED pEM 11/25/08
BY
REVISED EASMENT PROJECT
ENgNEER
REVISED EASMENT SECTION
HEAD
DESCRIPTION APPROVED
SHEET 3 OF 6
EXHIBIT "Xl"
A 20-FOOT EASEMENT ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME 2008 AT PAGE 243
OF THE RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE VINCENT J HUTTON SURVEY,
ABSTRACT NUMBER 6819 DESCRIBED AS FOLLOWS:
BEGINNING ON THE NORTHERLY BOUNDARY OF THE PARCEL DESCRIBED AS DRILL SITE A2 IN INSTRUMENT#
D207309369 OF THE TARRANT COUNTY RECORDS FROM WHICH ITS NORTHEAST CORNER MONUMENTED BY
A FOUND 5/8" IRON ROD STAMPED PATE #5647 BEARS N89°18'19"E 608.85 FEET;
THENCE ALONG SAID NORTHERLY BOUNDARY S89018'19"W 20.34 FEET TO THE BEGINNING OF A
NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 1291.00 FEET, THE CHORD BEARS N14052908"W
165.56 FEET;
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 07*2191019, AN ARC LENGTH OF 165.67 FEET
TO THE BEGINNING OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 981.50 FEET, THE CHORD
BEARS N16°37'39"W 65.68 FEET;
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 03050'06"9 AN ARC LENGTH OF 65.70 FEET
TO THE BEGINNING OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 618.50 FEET, THE CHORD
BEARS N21 °07'30"W 138.20 FEET,
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12049947", AN ARC LENGTH OF 138.49 FEET
TO THE BEGINNING OF A COMPOUND CURVE TO THE LEFT HAVING A RADIUS OF 1303.00 FEET, THE
CHORD BEARS N29'59'07"W 111.20 FEET;
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 04053928", AN ARC LENGTH OF 111.23 FEET;
THENCE N32'25151 "W 20.38 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF
80.00 FEET, THE CHORD BEARS N12°07958"E 112.27 FEET;
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89'07138"9 AN ARC LENGTH OF 124.44 FEET
TO THE BEGINNING OF A COMPOUND CURVE THE RIGHT HAVING A RADIUS OF 1399.07 FEET, THE CHORD
BEARS N63°36'092'E 336.45 FEET;
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 13'48144", AN ARC LENGTH OF 337.27 FEET;
THENCE N16'02'09"W 13.30 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT ON THE
SOUTHERLY RIGHT OF WAY LINE OF FAA BOULEVARD AS SHOWN ON THE FINAL PLAT LOTS 1-3, BLOCK
113 CENTREPORT AS FILED IN CABINET A AT SLIDE 12980 HAVING A RADIUS OF 50.00 FEET, THE CHORD
BEARS N64°55'24"E 20.25 FEET,
THENCE ALONG SAID SOUTHERLY RIGHT OF WAY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
23°22'06", AN ARC LENGTH OF 20.25 FEET,
THENCE S16002'09"E 35.44 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT HAVING A
RADIUS OF 1379.07 FEET, THE CHORD BEARS S63'59'36"W 350.32 FEET;
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14035039", AN ARC LENGTH OF 351.27 FEET
TO THE BEGINNING OF A COMPOUND CURVE TO THE LEFT HAVING A RADIUS OF 60.00 FEET, THE CHORD
BEARS S12@07358NW 84.20 FEET;
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89007'38, AN ARC LENGTH OF 93.33 FEET,
THENCE S32825'51"E 20.38 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF
1323.00 FEET, THE CHORD BEARS S29'59'07"E 112.91 FEET;
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 04°53'28", AN ARC LENGTH OF 112.94 FEET
TO THE BEGINNING OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 638.50 FEET, THE
CHORD BEARS S21'07030"E 142.67 FEET;
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12'49147"9 AN ARC LENGTH OF 142.97 FEET
TO THE BEGINNING OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 961.50 FEET, THE CHORD
BEARS S16037139"E 64.35 FEET,
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 03*50106", AN ARC LENGTH OF 64.36 FEET
TO THE BEGINNING OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 1311.00 FEET, THE CHORD
BEARS S14°47'16"E, 171.82 FEET,
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0730153", AN ARC LENGTH OF 171.95 FEET
TO THE POINT OF BEGINNING.
CONTAINING 19,677 SQUARE FEET, OR 0.452 ACRES, MORE OR LESS.
..............A '_7-1
��;9 ••,FF s S3 0� Q. �
ND S
,7 y, (CM) CONTROL MONUMENT
lI II �O� (ASSESSORS DATA)
APPROXIMATE ABSTRACT LINE
V: \52871 \ACTIVE\187107355\DRAWING\245_CENT�24\EXHIBITS\07355V-245-EXHIBIT-004.02.DWG
SEE SHEET 2 FOR
EASEMENT INFORMATION
Mot
DOWNTOWN DESIGN SERVICES. INC.
Stantec Consulting Inc.
2830 SE Loop 820
Ft Worth, TX 761/0
Tel. 817.293.1910
Fax. 817.293.1990
www.etanteacem
TEXAS
MIDSTREAM GAS SERVICES
PROPOSED PIPELJNE CROSSING
TRACT-CENT-004.02
CITY OF FT WORTH TRACT
COUNTY OF TARRANT, STATE OF TEXAS
LICENSE AGREEMENT LEGAL DESCRIPTION
CENTREPORT TO RIVERSIDE ROUTE
unn"n JSS 11/24/08 SCALE: 1' _ BY
CHECKED pEM 11/25/08
BY
2 11/10/09 JMM PEM REVISED EASMENT PROJECT
ENgNEER
1 10/28/09 JSS PEM REVISED EASMENT SECTION
HEAD
REV, DATE BY APP, DESCRIPTION APPROVED SHEET 4 OF 6
EXHIBIT "XIl"
(CM)
5' GENERAL ESMT
VOL 13583 PG 22
10' UNDERGROUND
TELEPHONE ESMT
VOL 10045 PG 464
CHESAPEAKE EXPLORATION LLC
TRACT CENT-004.01
DRILL SITE Al
INSTR# D207309369
(TR 2eo2)
20' LICENSE
AGREEMENT
CHESAPEAKE EXPLORATION LLC
TRACT CENT-004.03
DRILL SITE A2
INSTR# D207309369
(TRS 2803 do 2EO5)
FINAL PLAT
LOT 1-3, BLOCK 113
CENTREPORT
CABINET A SLIDE 12980
LOT 3
C14
j L17 0
Cm
LINE TABLE
LINE
BEARING
DISTANCE
Li
S16'02109"E
109.96'
L14
S32025151 "E
20.38'
L15
S8918'19"W
25.40'
L16
N32025'51 "W
20.38'
L17
N16'02'09"W
35.44'
TEMPORARY
WORKSPACE
27,815 S.F.
0.639 ACf
FOUND
IRON
PATE #5647
(TYPICAL)
J,NG�S J�J��I
CENTREPORT DEVELOPERS LLC
TRACT CENT-004.02
VOL 2008 PG 243
(TR 28)
POINT OF
BEGINNING
1 CITY" OF FTO WORTH
(TRACT 2E) (CM)
L1 BASIS OF BEARING N8918'19"E 583.44'
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
BEARING
DISTANCE
C14
00*42'19"
1450.00
17.85'
N73006'47"E
17.85'
C15
16*39*41
1354.07
393.76'
S65601138"W
392.37'
C16
89007138"
35.00'
54.44'
S12'07'582OW
49.12'
C17
04'1
1348.00'
115.07'
S29059'07"E
115.04'
C18
12'49'47"
663.50'
148.57'
S21'07'30"E
1489269
C19
I 03050706"
936.50'
62.68'
S16037'39"E
62.67'
C20
07*42937"
1336.00'
179.789
S14'41224"E
179.65'
C21
07*30953"
1311.00'
171.95'
N14'47916"W
171.82'
C22
03050'06"
961.50'
64.36'
N16037'39"W
64.35'
C23
12*49947"
638.502
142.97'
N21'07'30"W
142.67'
C24
04'1
1323000,
112.94'
N29659'07"W
112.91'
C25
89•1
60.00'
93.33'
N12'07'58"E
84.20'
C26
14'35'39"
1379.07'
351.27'
N63059'36"E
350.32'
C27
73*45135"
50.00'
64.37'1
N16821033"E
60.01'
(CM) CONTROL MONUMENT
DATA) •FOUND 5/8" IRON PATE #5647
M�-- APPROXIMATE ABSTRACT LINE COMBINED SCALE FACTOR:1.000147269
V: \52871 \ACTIVE\187107355\DRAWI4G\245_CENT.24\EXHIBITS\07355V-245-EXHIBIT-004.02.DWG
SEE SHEET 2 FOR
EASEMENT INFOR
MATION
DOWNTOWN DESIGN SERVICES, INC.
Stantec Consulting Inc.
2830 SE Loop 820 2 11/10/09 JMM PEM
Ft Worth, TX 76140
Tel. 817.293.1910 1 10/28/09 JSS PEM
Fax. 817.293.1990
www atantec.cam REV. DATE BY APP.
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELI
NE CROSSING
TRACT-CENT-004.02
CITY OF FT WORTH TRACT
COUNTY OF TARRANT, STATE OF TEXAS
TEMPORARY WORKSPACE
CENTREPORT TO RIVERSIDE ROUTE
JSS 11 /24/OB SCALE: 1 � = 200'
CHECKED pp,1 11/25/08
BY 0 100' 200'
REVISED EASMENT PROJECT
ENgNEER
REVISED EASMENT SECTION I Emu
HEAD
DESCRIPTION APPROVED
SHEET 5 OF 6
EXHIBIT "A-1"
A TEMPORARY WORKSPACE ACROSS A PORTION OF THE PARCEL DESCRIBED IN VOLUME 2008 AT PAGE 243 OF THE
RECORDS OF THE COUNTY OF TARRANT, STATE OF TEXAS, IN THE VINCENT
DESCRIBED AS FOLLOWS: J HUTTON SURVEY, ABSTRACT NUMBER 681,
BEGINNING ON THE NORTHERLY BOUNDARY OF THE PARCEL DESCRIBED AS DRILL SITE A2 IN INSTRUMENT# D207309369
FROM WHICH ITS NORTHEAST CORNER BEARS N89i8'19"E 583.44 FEET;
THENCE ALONG SAID NORTHERLY BOUNDARY S89018'19"W 25.40 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO
THE LEFT HAVING A RADIUS OF 1311.00 FEET, THE CHORD BEARS N14047'16"W 171.82 FEET,
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 07030153", AN ARC LENGTH OF 171.95 FEET TO THE
BEGINNING OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 961.50 FEET, THE CHORD BEARS N16937339"W 64.35
FEET,
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 03'50'06", AN ARC LENGTH OF 64.36 FEET TO THE
BEGINNING OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 638.50 FEET, THE CHORD BEARS N21'07'30"W 142.67
FEET,
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12049'47", AN ARC LENGTH OF 142.97 FEET TO THE
BEGINNING OF A COMPOUND CURVE TO THE LEFT HAVING A RADIUS OF 1323.00 FEET, THE CHORD BEARS N29059'07"W
112.91 FEET;
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 04053'28", AN ARC LENGTH OF 112.94 FEET,
THENCE N32`25'51"W 20.38 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 60.00 FEET, THE
CHORD BEARS N12007958"E 84.20 FEET;
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89007'38", AN ARC LENGTH OF 93.33 FEET TO THE
BEGINNING OF A COMPOUND CURVE THE RIGHT HAVING A RADIUS OF 1379.07 FEET, THE CHORD BEARS N63°59036"E
350.32 FEET,
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14035'39", AN ARC LENGTH OF 351.27 FEET;
THENCE N16002'09"W 35.44 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT ON THE SOUTHERLY RIGHT
OF WAY LINE OF FAA BOULEVARD AS SHOWN ON FINAL PLAT LOTS 1-3 BLOCK 113 CENTREPORT AS FILED IN CABINET A
AT SLIDE 12980 HAVING A RADIUS OF 50.00 FEET, THE CHORD BEARS N16'21'33"E 60.01 FEET;
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 73'45'35", AN ARC LENGTH OF 64.37 FEET TO THE
BEGINNING OF A NON -TANGENT CURVE HAVING A RADIUS OF 1450.00 FEET, THE CHORD BEARS N73'06'47"E 17.85 FEET;
THENCE CONTINUING ALONG SAID SOUTHERLY RIGHT OF WAY LINE ALONG SAID CURVE HAVING A CENTRAL ANGLE OF
00'42'19"9 AN ARC LENGTH OOF 17.85 FEET;
THENCE S16002009"E 109.96 FEET TO THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF
1354.07 FEET, THE CHORD BEARS S65'01'38"W 392.37 FEET;
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16039'41 AN ARC LENGTH OF 393.76 FEET TO THE
BEGINNING OF A COMPOUND CURVE TO THE LEFT HAVING A RADIUS OF 35.00 FEET, THE CHORD BEARS S12'07'58"W 49.12
FEET,
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89*07138", AN ARC LENGTH OF 54.44 FEET;
THENCE S32'25'51"E 20.38 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1348.00 FEET, THE
CHORD BEARS S29'59'07"E 115.04 FEET;
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 04'53'28", AN ARC LENGTH OF 115.07 FEET TO THE
BEGINNING OF A COMPOUND CURVE TO THE RIGHT HAVING A RADIUS OF 663.50 FEET, THE CHORD BEARS S21'07'30"E
148.26 FEET;
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1204W47", AN ARC LENGTH OF 148.57 FEET TO THE
BEGINNING OF A REVERSE CURVE TO THE LEFT HAVING A RADIUS OF 936.50 FEET, THE CHORD BEARS S160379390'E 62.67
FEET,
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 03'50'06", AN ARC LENGTH OF 62.68 FEET TO THE
BEGINNING OF A REVERSE CURVE TO THE RIGHT HAVING A RADIUS OF 1336.00 FEET, THE CHORD BEARS S14'41924"E
179.65 FEET;
THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 07042'37"9 AN ARC LENGTH OF 179.78 FEET TO THE POINT
OF BEGINNING.
CONTAINING 27,815 SQUARE FEET, OR 0.639 ACRES, MORE OR LESS.
BASIS OF BEARING: THE NORTHERLY BOUNDARY OF THE PARCEL DESCRIBED AS DRILL SITE A2 IN INSTRUMENT#
D207309369 OF THE TARRANT COUNTY RECORDS BEARS N89'18'19"E (GRID)IN THE STATE OF TEXAS NORTH
CENTRAL 4202 ZONE.
$l1RVEY0R°S CERTIFICATE
TO PARTIES INTERESTED IN lllT_E TO THE PREMISES SURVEYED, I DO HEREBY CERTIFY
�. •• •°•• THAT THE ABOVE LEGAL DESCRIPTION WAS PREPARED FROM PUBLIC RECORDS AND FROM
1 • � ��� S rE00001 w* SP AN ACTUAL AND ACCURATE SURVEY UPON THE GROUND AND THAT SAME IS TRUE AND
CORRECT.
•PAUL E.•f4 L� ATE OF SURVEY:
°.. 9 •°°5533 •• Q . �° 11 /17/08-11 /22/08
�''oFSSS\OC'Q, C�
�1 '•m ® PAUL E. MANNEL
(CM) CONTROL MONUMENT REGISTERED PROFESSIONAL LAND SURVEYOR N0. 5533 u'
�
(ASSESSORS DATA) DATE OF SIGNATURE: - o;,g •-
_._..,, APPROXIMATE ABSTRACT LINE
V: \52871 \ACTIVE\187107355\DRAWING\245.CENT.24\EXHIBITS\07355V-245-EXHIBIT-004.02.DWG
SEE SHEET 2 FOR
DOWNTOWN DESIGN SERVICES° INC.
Stantec Consulting Inc.
TEXAS MIDSTREAM GAS SERVICES
PROPOSED PIPELINE CROSSING
VBY " JSS 11 /2S/OB SCALE: 1" s
CHECKED pEM 11/25/06
BY
REVISED EASMENT PROJECT
ENgNEER
REVISED EASMENT SECTION
HEAD
DESCRIPTION APPROVED
SHEET 6 OF 6
M&C Review
Page 1 of 2
COUNCIL ACTION: Approved on 7/15/2008
OPfiCial site or the City or Fort Worth, Texas
DATE: 7/15/2008 REFERENCE NO.. L-14594 LOG NAME. 30CPORT A-681
CODE: L TYPE: NON -CONSENT PUBLIC NO
HEARING.
SUBJECT: Authorize Execution of an Underground Pipeline License Agreement with Texas Midstream
Gas Services, L.L.C., in the Amount of $50,214.15 for a 24-Inch Natural Gas Pipeline
Across City -Owned Property in the Vincent J. Hutton Survey, A-681, Located South of
Highway 183, East of Highway 360 and West of Amon Carter Boulevard in the Centreport
Area
RECOMMENDATION:
It is recommended that the City Council authorize the execution of an Underground Pipeline License
Agreement with Texas Midstream Gas Services, L.L.C., for a 24-inch natural gas pipeline across
City -owned property in the Vincent J. Hutton Survey, A-681, located south of Highway 183, east of
Highway 360 and west of Amon Carter Boulevard in the Centreport area, in the amount of $50,214.15
for a term of 20 years.
DISCUSSION:
The City has been approached by representatives of Texas Midstream Gas Services, L.L.C.,
requesting an underground pipeline license agreement across a portion of City -owned property in the
Vincent J. Hutton Survey, A-681, for the installation of a natural gas pipeline. The property is
undeveloped property south of Highway 183, east of Highway 360 and west of Amon Carter
Boulevard in the Centreport area. The proposed alignment will allow for a total of 1,115.87 linear feet
of 244ch diameter natural gas pipeline within a 20400t wide strip of land across the properties (.512
acres more or less) for a term of 20 years. For initial construction, a temporary construction
workspace 25400t wide parallel, abutting and contiguous to the east line and south line of the license
tract (.587 acres more or less) shall also be granted as part of the agreement.
Texas Midstream Gas Services, L.L.C.. has agreed to pay the City the standard fee of $45.00 per
linear foot of pipeline for the use of the property for a term of 20 years for a total cost of $50,214.15.
Texas Midstream Gas Services, L.L.C., will be responsible for repairing and restoring any damage to
the strip of land or surrounding property resulting from the construction of the pipeline.
The Property is located in COUNCIL DISTRICT 5 Mapsco 56 K,L,P, and Q.
http://apps.cfwnet.org/council�acket/mc_review.asp?ID=9849&councildate=7/15/2008 12/16/2009
M&C Review
Page 2 of 2
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that the Engineering Department is responsible for the collection and
deposit of funds due the City under this agreement.
TO Fund/Account/Centers
3C10 446300 013010001000 $50,214.15
Submitted for City Manager's Office b�
Originating Department Head:
Additional Information Contact:
ATTACHMENTS
30CPORT A-681-1.pdf
FROM Fund/Account/Centers
Fernando Costa (8476)
A. Douglas Rademaker (6157)
Jean Petr (8367)
http://apps.cfwnet.org/council�acket/mc_review.asp?ID=9849&councildate=7/15/2008 12/16/2009