HomeMy WebLinkAboutResolution 4960-06-2018 A Resolution
NO. 4960-06-2018
A RESOLUTION DETERMINING THE NECESSITY FOR ACQUIRING REAL
PROPERTY AND AUTHORIZING ITS APPROPRIATION OR
CONDEMNATION FOR PUBLIC USE
WHEREAS, the Fort Worth City Council on June 26, 2018, in M&C L-16128, amended M&C
L-16108, and ordered and decreed that a public necessity existed for the 1.01 acres fee simple,a 6.41 acres
of water line easement rights, 0.33 acre permanent access easement rights, and 9.16 acres of temporary
construction easement rights from property located in the J.M. Riggs Survey, Abstract No. 2616; the E.
Gillis Survey Section 8 Abstract No. 2492; and the H.T. & B.R.R., Co. Survey Section 7, Abstract No.
646, in Parker County located at approximately three miles north-northwest from the intersection of
Interstate Highway 20(I-20)and Farmer Road(FM 3325)in the NW Corner of IH I-20 Farmer Road(FM
3325) in Parker County, Texas more particularly described in the exhibits attached to the above-
referenced M&C; those exhibits are incorporated herein for all purposes (the "Property");
WHEREAS, the Fort Worth City Council has determined that:
- the Property is needed for the Westside V Elevated Storage Tank and Water Main Project(the
"Project");
- public necessity required the acquisition by condemnation of the Property, located within the
alignment of the Project;
- the use of the Property will be a public use; and
- the Real Property Division of the Property Management Department is authorized to acquire
by negotiation the Property needed for the Project.
WHEREAS,the City of Fort Worth will acquire the needed property interests to obtain clear title;
and
WHEREAS,on this 26th day of June, 2018, at a regular meeting of the Fort Worth City Council,
upon Motion of Councilmember Dennis Shingleton, to wit:
I move that the Fort Worth City Council amend M& C L-16108 and adopt the resolution
authorizing the use of the power of eminent domain to acquire a 1.01 acres in fee simple, 6.41 acres for
a permanent water line easement,0.33 acres for a permanent access easement and 9.16 acres in temporary
construction easements from the property owned by the J.E. Beggs Trust, located within the City' s
extraterritorial jurisdiction in the J. M. Riggs Survey, Abstract No. 2616;the E. Gillis Survey, Section 8,
��FbRTWORTH
Resolution No.4960-06-2018
Abstract No. 2492; and the H.T. & B.R.R. Co. Survey, Section 7, Abstract No. 646, in Parker County,
Texas, located approximately three miles north-northwest from the intersection of Interstate Highway 20
(I-20) and Farmer Road(FM 3325) in Parker County, Texas. The property is needed for the Westside V
Elevated Storage Tank and water Main Project. The interests to be acquired are described by metes and
bounds and depicted by survey exhibits attached to this Mayor and Council Communication (M&C).
Seconded by Council Member Kelly Allen Gray,duly put and carried: RESOLUTION.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
FORT WORTH, TEXAS THAT:
The City of Fort Worth, Texas, is authorized to use the power of eminent domain to acquire the
Property for the public use and inclusion in the Project; and
The City Attorney be and is hereby authorized and directed to file or cause to be filed,to spend all
reasonable and necessary legal expenses, and to carry through to final judgment proceedings in eminent
domain for the acquisition of the property interest listed above and attached to the M&C.
Adopted this 261h day of June, 2018. � FORT
ATTEST: U•
12
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y' ------------- — -------
Ronald P.P. Gonzales, A sistant City Secretary
���F&T%RTH
y�y TxDOT MONUMENT
C+ 1 FOUND
H.T. & B. RR. CO. SURVEY ¢ 1
SECTION 7 yd„ 1 ;�
ABSTRACT NO. 646 41
PARKER COUNTY, TEXAS p
w
J.E.BEGGS W
VOLUME 209,PAGE 297 20'WIDE PERMANENT � c7
D.R.P.C.T. ACCESS EASEMENT 61. I
0.33 A.C. w hn
(14399 S.R.) 1 i
1�^ M.C.794656
1 � I
PROPOSED 40'WATER LMD.RP.C.T.E C5 1 w
\ 6 ACCESS TRACT
\ o10% `�•'r}/y/tT ,4 ti` oan � POINT OF
` �y��'� �' F` 1 COMMENCING
C4 C6
— — —
�CZ— — — IJP 0 CAPPED IRON
— ————_—_L1 ROD FOUND STAMPED
PROPOSED 10'TEMPORARY 'YARGER 5854'
CONSTRUCTION EASEMENT Sa9'Oz I .
64.fg I
N 'POINT OF BEGINNING
N:6960901.91
`I TxDOT MONUMENT
GRAPHIC SCALE r=200' E:2244418.20 FCUM
NAD 83 T(-N CENTRAL ZONE 4202
100 0 100 200
0 E#iilAA � 3Z-9m
6221 Southwest Boulevard,Suite 100
�y Fort Worth, Texas 76132 Twenty(20)FootWiidePemenentAmmEasemerd rye. 07/24/17
Barron�Stark�SW�,L (0) 817231.8100 (F) 817.231.8144 Slhetednthe
�^�,;M Texas Registered Engineering Firm F-10998 H.T.&B.RR.CO.SURVEY,SECTION 7,ABSTRACT No.646 `
Consulting�em Texas Registered Survey Finn F-10158800 Parker CouDly,Teras 1 of 3
ioge�� www.barronstark.com
LINE TABLE CURVE TABLE
LINE No. LENGTH BEARING
CURVE No. LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH
L1 31.01 S89'0719'W
C1 134.44 90.00 85'35'10' S96*35'48'W 122.28
C2 3.33 110.00 1.44'07' S44'40'16'W 3.33
C3 29.44 1460.00 1'09'20' N85'45'10'W 29.44
C4 2231 90.00 14'12'06° N50'54'17'E 22.25
C5 164.31 110.00 85°3610' N86'35 WE 149.46
C6 3.82 90.00 2'2558' S51'49'WE 3.82
D 6221 Southwest Boulevard,Suite 100 Effi A PROJEU ft 7 959?
Fort Worth, Texas 76132 Tweedy(20)Foot Wide Permanent km Eawwnt DUE 07/24/17
�L (0) 817.231.8100 (F) 817.231.8144 Siluated'nto
Barron•Stark•SWitea,
Texas Registered Engineering Finn F-10998 H.T.&B.RR.CO.SURVEY,SECTION 7,ABSTRACT No.646 SKM
Const ffmgEi1&i=s Texas Registered Survey Firm F-10158800 Mer County,Tem 2 of 3
T�16 www.barronstark.com
LEGAL DESCRIPTION
A TWENTY(20)FOOT WIDE PERMANENT ACCESS EASEMENT
BEING a Twenty(20)Foot Viliide Permanent Access Easement situated in the H.T.&B.RR.CO.SURVEY,SECTION 7,ABSTRACT No.646,Parker County,Texas and being over,under and
across that certain tract of land described in deed to J.E.Beggs,recorded in Volume 209,Page 297,Deed Records,Parker County,Texas,said Water Line Tract being more partic ularty
described as follows
COMMENCING at a 112'orange capped iron rod set stamped'Yarger 5854'in the west Fine of Farmer Road(Farm To Market Highway No.3325-Right-of-Way,varies)at right angles to
centerline Highway Station 609+67.22,per Texas Department of Tn nsportation Rightof-Way Map for Farm To Market Highway No.3325,Sheet No.8,Dated 10f15197,from which a Texas
Department of Transportation(her*after called'TxDOT)monument found in the east line of said Farm To Market Highway No.3325 bears N 08°1502'E,a distance of 856.94 feet,for
reference,said COMMENCING point having a NAD 83,TX-N Central,Zone 4202 Grid Coordinate value of N:6960902.99 and E:2244480.98,for reference;
THENCE S 89.0719'W,a distance of 64.79 feet to the POINT OF BEGINNING,having a NAD 83,TX•N Central,Zone 4202 Grid Coordinate value of N:6960901.91 and E:2244416.20,for
reference;
THENCE S 89.0719'W,a distance o131.01 feet to a point
THENCE N 50°36'37'W,a distance of 294.81 feet to apant
THENCE along a curve to the LEFT,having a radius of 90.00 feet,a delta angle of 85°3510',and whose bug chord bears S 86'3548'W,a chord distance of 12228 feet
THENCE S 43'48'13'W,a distance of 251.51 feet to a point
THENCE along a curve to the RIGHT,having a radius of 110.00 feet a delta angle of 1.44'07',and whose long chord bears S 44'40'16'W,a chord distance of 3.33 feet;
THENCE along a cwve to the RIGHT,having a radius of 14 .00 feet,a delta angle of 1'09'20',and whose long chord bears N 85"4510'W,a chord distance of 29.44 feet
THENCE along a crave to the LEFT,having a radius of 90.00 feet,a delta angle of 14'1708',and whose long lord bears N 50'54'17'E,a chord distance of 22.25 feet
THENCE N 43'48'13'E a distance of 251.51 feet to a point
THENCE Wong a axve to the RIGHT,having a radius of 110.00 feet a delta angle of 85'35'10,and whose long chord bears N 86`3548'E,a chord distance of 149.46 feet
THENCE S 50'36 37'E.a distance of 314,62 feet to a point
THENCE along a curve to the LEFT,having a radius of 90.00 feet a delta angle of 2'2558',and whose long chord bears S 51'49'36'E.a distance of 3.82 feet to the POINT OF BEGINNING
and containing 0.33 acre(14,399 square feet)of land,more or less.
cE•OF••.rF
NOTES: �,,ty
..:.....................:...
JAMES CURTIS YARGER
1.)BEARINGS&COORDINATES SHOVM HEREON ARE JAMES CURTIS YARG •• .........................
REFERENCED TO THE TEXAS STATE PLANE REGISTERED PROFESSIONAL LAND SURVEYOR 5 W
COORDINATE SYSTEM.NAM.e3 DATUM(rE7fAS STATE OF TEXAS#5854
NORTH CENTRAL ZONE 42M DERIVED FROM SURVEYED ON THE GROUND 06-2947 9 '•..E S 5,.:'O
REsoLVED OPUS SOLUTIONS.
0 E>3 WA �N. 3�9
6221 Southwest Boulevard,Suite 100
{, �+ Fort Worth, Texas 76132 T /(20)FcotVdePemranentAcressFaseolit wIE 07/24717
Barrol�I•StarfC•Swift (0) 817.231.8100 (F) 817.231.8144 SIhIffiedinthe
Texas Registered Engineering Firm F-10998slur
Consulting Engin= Texas Registered Survey Firm F-10158800 H.T.8 B.RR.CO.SURVEY,SECTION 7,ABSTRACT No.646
TQFd- www.barronstark.comrCounty,Texas 3 of 3
Q
A tt°21'46" SURVEY LNE
R 1540.00' POINT OF BEGINNING p���he4�•
L 466.67A 10°26'20" N:6960902.99
T 235.14 R 1540.00' E:2244480.98
1 Ch B S86°18'59"E L 280.57 NAD 83 TX-N CENTRAL �w
® 1 Ch L 464.89 T 140.68 ZONE 4202 t-----
1 Ch B S72°24'56'E A 23°4555'
Ch L 280.19' R 1460.00' ,
6 E 875.411
�►� �N77^3806„w T 307.21 �� G�'G�.•
x1� 8?$41��-_ Ss�° ChBS79°04'44"E
waw ° Ch L 60125' I 1
A 10°2520" /Yg����F sag I
R 1500.00 46'1N�6��3, N69°02'19"E I °
A 17°21'46° L 273.29 983; 1 S1 111471E
R 1500.00' 40.00'
� T 137.02 __ _ 504.2 a '
L 454.55 Ch B W2°24'56"W ---589°02'19'W—�
T 229.03504.43'L 272.91' 504.43' s
Ch B N86°18'59"W
Ch L 452.82' 40'WIDE WATER LINE TRACT A 23°4555^ N,
H. &B- RR- CO. SURVEY 6.41 ACRES R 1500.00' I
SECTION 7 (279,276 SQ.FT.) L 622.17
ABSTRACT X0. 646 111
PARKER COUNTY, TEXAS T 315.62
J.E BEGGS Ch B W9°04'44'W �
VOLUME 209,PAGE 297 n
N
D.R.P.C.T. Ch L 617.72'OPEN CIRCLE INDICATES
O in ORANGE CAPPED IRON ROD SET
STAMPED'YARGER 5854'
GRAPHIC SCALE 1"=40(Y
•SOLID CIRCLE INDICATES
2DO ° 200 400 MONUMET FOUND'AS LABELED' `
D fANA PRaw N. 3'LT-9392
6221 Southwest Boulevard,Suite 100 We�bSVEAF"(40 FWW&WdcLo*TW
Fort Worth, Texas 76132 Samwilft D%X1 09/W17
(0) 817231.8100 (F) 817.231.8144 FLT.6B.RR.CO.SURVEY,SECTION 7,MTRACTkR6
Barron-Stark-Swift
� �,;^ Texas Registered Engineering Firm F-10998 erdte S,EEr
C ^
...�gi"
onsulting =s Texas Registered Survey Firm F-10158800 E.GLUS SURVEY,SECTION 8,ASSTRAC T No.2492
Tastih- www.barronsWrk.com Patz,cm*.Tem 1 of 4
N89°5T00°E + rro o3roov+
40.00' I Ts.as
Q I So•a3'00'E
M _ 113352'
TANK
SITE
080
H.T. &B. RR. CO. SURVEY Z>)92 E. GWS SURVEY
SECTION 9 0 SECTION 8
ABSTRACT NO. 645 ABSTRACT NO. 2492
PARKER COUNTY, TEXAS PARKER COUNTY, TEXAS
40'WIDE WATER LINE TRACT J.E.BEGGS
I VOLUME 209,PAGE 297
9 6.41 ACRES
l 0•RP.C.T.
(279,276 SQ.FT.)
A 94 5651° A—
R
-
R 1360.00 Glw
\\ L 2253.72 "tI x
T 1482.82 APPROXIMATE wlcn
Ch B 547°31'26'E SURVEY UE A 17°2146'
E FARMER
oN iD Ch L 2004.55 x9 R 1540.00'
6.67
ABSTRACT NO. 2387 `� H.T. &B. RR CO. SURVEY ¢l¢ T 235.14
PARKER COUNTY. TEXAS A 94°56'51°
R 1400.00' \�� ABSTRACT NO.. 646 ' Ch B 386°18'59"E
N PARKER COUNTY, TEXAS 1 Ch L 464.89'
L 2320.01 �\ N85°00'OB°F-
T 1526.43 \ �� 383.08' 1
GRAPHIC SCALE V�4W' Ch B N47°31'26W \- `�- mss® - 577�38'
ChL2063.51' ---S8 87541
200 0 200 a00 383.0$ 1 ,�n,3g0s°W 87541
9
D 6221 Southwest Boulevard,Suite 100 Wed"VN EWA eao Ecr V.
Fatr(IO)FoolM'deW�rLie Tnd
Fort WorthDUETexas 76132 swwinae rw0e/wIT
Barron•Stark•SWi,�y (0) 817231.8100 (F) 817231.8144 KT.6B.RR.GO.SURVEY,SEGTI0N7,ABS TRACTNa648
Texas Registered Engineering Firm F-10998 aidtw sHEEr
Consul -g Fm&cm Texas Registered Survey Firm F-10158800 E GI US SURVEY,SECTION 8,ABSTRACT No.2492 2 of 4
T� www.barronstarl,com PaArCanlr,Tens
LEGAL DESCRIPTION
A FORTY(40)FOOT WIDE WATER LINE TRACT
BEING a Forty(40)Foot Wide Water Line Tract situated in the H.T.&B.RR.CO.SURVEY,SECTION 7,ABSTRACT No.646 and the E.GILLIS
SURVEY,SECTION 8,ABSTRACT No.2492,Parker County,Texas and being over,under and across that certain tract of land described In
deed to J.E,Beggs,recorded in Volume 209,Page 297,Deed Records,Parker County,Texas,said Water Line Tract being more particularly
described as follows:
BEGINNING at a 1/2"orange capped Iron rod set stamped'Yarger 5854'in the west line of Farmer Road(Farm To Market Highway No.3325-
Right-of-Way varies)at right angles to centerline Highway Station 609+67.22,per Texas Department of Transportation Rlghl-of-Way Map for
Farm To Markel Highway No.3325,Sheet No.8,Dated 10115197,from which a Texas Department of Transportation(herein after caUed
'TxDOT")monument found in the east line of said Farm To Market Higliway No.3325 bears N 00015'02"E,a distance of 856.94 feet,for
reference,said POINT OF BEGINNING having a NAD 83,TX-N Central,Zone 4202 Grid.Coordlnate value of N:6960902.99 and E:2244480.98;
THENCE S 01°11'47'E,along the west line of said Farm To Market Highway No.3325,a distance of 40.00 feel to a 112'orange capped Iron
rod set stamped"Yarger 5854",from which a TxDOT monument found the the east One of said Farm To Market Highway No.3325,bears S
19613'57"E,a distance of 391.82 feet for reference and another TxDOT monument found in said east line bears S 13"42°43"E,a distance of
967.65 feel for reference;
THENCE S 8900219"W,leaving the west line of said Farm To Market Highway No.3325,a distance of 504.43 feel to a 112"orange capped Iron
rod set stamped"Yarger 5854"at the beginning of a curve to the right whose radius is 1500.00 feel and whose long chord bears N 79°04'44"W,
a chord distance of 617.72 feet;
THENCE along said curve In a northwesterly direction,through a central angle of 2304555",an arc distance of 622.17 feet to a 112"orange
capped iron rod set stamped"Yarger 5854":
THENCE N 67°11'46"W,a distance of 639.83 feet to a 112"orange capped Iron rod set stamped'Yarger 5854"at the beginning of a curve to
the lett whose radius 1500.00 feet and whose long chord bears N 72°24'58"W,a chord distance of 272.91 feel;
THENCE along said curve in a northwesterly direction,through a central angle of 10"26120',an arc distance of 273.29 feet to a 1/2"orange
capped iron rod set stamped'Yarger 5854";
THENCE N 77°38'06"W,a distance of 875.41 feet to a 112'orange capped Iron rod set stamped"Yarger 5854'at the beginning of a curve to
the left whose radius is 1500.00 feet and whose long chord bears N 86"1859"W,a chord distance of 452.82 feet;
THENCE along said curve in a northwesterly direction,through a central angle of 17"21'46',an arc distance of 454.55 feel to a 1/2'orange
capped iron rod set stamped"Yarger 5854";
THENCE S 85"00'08"W a distance of 383.08 feet to a 1/2"orange capped Iron rod set stamped"Yarger 5854'at the beginning of a curve to the
right whose radius is 1400.00 feet and whose long chord bears N 47°3176"W,a chord distance of 2063.51 feet,
(
0 F Continued)
'L T
CO .tA
.........................:..
JAMES CURTIS YARGER
q 5854 P;'N�.SUR���
JAMES CURTIS YARGER
REGISTERED PROFESSIONAL LAND SURVEYOR
STATE OF TEXAS#6664
to
Lila�arr�titork-Swift Rd Wiraaccr No. 323-9392s
Waldda Y Ed Fahr l44#I Rd W16 WAW Tad
a+ 3116101 M IN DATE: 06/22/17
F.d W"",w°"°°°'°"°'x.878132 H.T.&B.RR.CO.SURVEY,SECTION 7,ABSTRACT No.848 a w to E GILDS SURVEY,SECTION 8,ABSTRACT No,2492 �'
Fart Worth T(F)8 7°t�2
10)8 17.226 (F)811.231.8144 Pa 3 of 4
Tu..n.1"ItrcJ Enphleehg FYm F-1U190 r.ME TY{at
T....npM eunro iMn f-1016110"
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LEGAL DESCRIPTION
A FORTY(40)FOOT WIDE WATER LINE TRACT
(Continued)
THENCE along said curve in a northwesterly direction,through a central angle of 94'56'61',an arc distance of 2320.01 feet to a 112"orange
capped Iron rod set stamped'Yarger 5854":
THENCE N 00'03'00"W,a distance of 940.97 feel 112"orange capped Iron rod set stamped"Yarger 5854"at the northerly northwest corner of
the herein described Water Line Tract;
THENCE N 69°57'00"E.a distance of 40.00 feel to a 112"orange capped Iron rod set stamped"Yarger 5854"In the west line of a proposed 1.01
acre Tank Site from which a 112"orange capped Iron rod set&tamped'Yarger 5654"at the southwest corner of said proposed Tank Ske bears S
00°03'00"E,a distance of 133.52 feet for reference and a 112"orange capped Iron rod set stamped'Yarger 5854"al the northwest corner of said
proposed Tank Site bears N 00"03100"W,a distance of 76.48 feel for reference;
THENCE S 00003100"E,passing the southwest corner of said proposed Tank Site,and continuing,In all,a distance of 940.97 feet to a 112'
orange capped iron rod set stamped"Yarger 5854'at the beginning of a curve to the left whose radius Is 1360.00 feel and whose long chord
bears S 47"31'26"E,a chord distance of 2004.55 feet;
THENCE along said curve in a southeasterly direction,bough a central angle of 94°5551',an arc distance of 2253.72 feel to a 112'orange
capped iron rod set stamped'Yarger 5854";
THENCE N 65000108"E,a distance of 383.06 feel to a 112'orange capped Iron rod set stamped'Yarger 5854"at the beginning of a curve to the
right whose radius 1540.00 feet and whose long chord bears S 86°18'59'E,a chord distance of 464.89 feel;
THENCE along said curve in a southeasterly direction,through a central angle of 17°2146,an arc distance of 466.67 feet to a 112'orange
capped iron rod set stamped'Yarger 5854";
THENCE S 77.38106"E,a distance of 875.41 feel 112"orange capped Iron rod set stamped'Yarger 5864"to the beginning of a curve to the
right whose radius is 1540.00 feel and whose long chord bears S 72°2456'E,a chord distance of 280.19 feel;;
THENCE along said curve in a southeasterly direction,through a central angle of 10.26'20",an arc distance of 280.57 feet to a 112"orange
capped iron rod set stamped'Yarger 5854':
THENCE S 67°11'46"E,a distance of 639.83 feet to a 112"orange capped iron rod set stamped"Yarger 5854"at the beginning of a curve to the
left whose radius is 1460.00 feel and whose long chord bears S 79'0444"E,a chord distance of 601.25 feet;
THENCE along said curve in a southeasterly direction,through a central angle of 23"45'55",an arc distance of 605.58 feet to a 1/2"orange
capped Iron rod set stamped"Yarger 5854";
THENCE N 89°02'19"E,a distance of 504.26 feet to the POINT OF BEGINNING and containing 6.41 acres(279,276 square feel)of land,more
or less.
OF .
............ r
4Q� °�6TER':C�
............................
JAMES CURTIS YARGER
..ti.. ... ......,..
5854
JAMES CURT13 YAROER '•��FE S S Oa�O�
REGISTERED PROFESSIONAL LAND SURVEYOR
STATE OF TEXAS HM S U RV
to
Be�neStark"Swiittt E/tIVIIA 7N1p1[CT No. 373-0392
W"V Ed FO(44 Foot"it WO U0 TWA
%W10111164 DATE: 08/22/17
F.'1 W.'1h°.1 BT....,sWl°'°° H.T.b B.RR.CO.SURVEY,SECTION 1,ABSTRACT No.646 ens b E.GfLLIS SURVEY,SECTION 8,ABSTRACT No.2492 g'[R
Fort Worth T(F)8 701]4
(0)017.251.6100 (F)017.7JI.0111
T:, n.d,h,1 Ervin..4g ri-1a FiSIM PAW ,Tam 4 of 4
T" mwberrmn FfwnF01100
5V WIDE TEMPORARY E. CILLIS SURVEY
CONSTRUCTION SECTION 8 N89°57'00"E
(SEE INSEE 310.00'
ABSTRACT NO. 2492 N0003'00"W
PARKER COUNTY, TEXAS
wj: J.E.BEGGS 116.48'! �o o INSET 1"=200'
rn ��SIF
VOLUME 209,PAGE 297 I lc� 0
0 0 1.01 ACRE
S89"57'00'W o
v 2 2 D.R.P.C.T. J I � �'
0 2 I � TANK SITE o 50'WIDE
�U) TEMPORYCONSTRUCTION
rr a 50.00'
V �. EASEMENT
POINT OF BEGINNING I L6 0.97 ACRE
N:6963636.11 NO.03'00"W I _ e_ (42,324 SD.FT.)
a E:2239349.73 50.00' I S89°57'00"W -0
NAD 83 TX-N CENTRAL 260.00'
q II
Z ( ZONE 4202 J. COLE SURVEY
SECTION 8
> ABSTRACT NO. 1727 I
aN
` PARKER COUNTY, TEXAS
A
d � i
APPROXIMATE APPROXIMATE N i
CO SURVEY LINE SURVEY LINE P4 M
P4
wQr H.T. & B. RR. CO. SURVEY W r
It o SECTION 7 POINT OF COMMENCING k r
cn o ABSTRACT NO. 646 N:6960902.99 r
w'q ti o -= _ La �c3_ PARKER COUNTY, TEXAS E:2244480.98 w i
L3 NAD 83 TX-N CENTRAL
E-m ZONE 4202
N OPEN CIRCLE INDICATES I r
O 1/2"ORANGE CAPPED IRON ROD SET Ct L1 r
STAMPED"YARGER5854"
GRAPHIC SCALE 1'=600'
• SOLID CIRCLE INDICATES S17"34'55"E \
300 0 300 600 MONUMET FOUND"AS LABELED" 430.03'
Exhibit D PROJECT N. 323-9392
6221 Southwest Boulevard,Suite 100 Fifty FO.ate; 05/03/ie
Westside V Tank Site F' 50 Foot wide
Fort Worth, Texas 76132 TemporaryCmshdonEasementSituatedinthe DU 0{/27/+7
�rron•Stark•Swift (0) 817.231.8100 (F) 817.231.8144
Texas Registered Engineering Firm F-10998 SHEET
��d8� Texas Registered Survey Firm F-10158800 E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492
T www.barronstark.com Parker County,Texas 1 of 2
LEGAL DESCRIPTION
FIFTY(50)WIDE TEMPORARY CONSTRUCTION EASEMENT
BEING a 0.97 acre Fifty(50)Foot Wide Construction Easement situated in the E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492,Parker County,Texas and being a portion of
that certain tract of land described in deed to J.E.Beggs,recorded in Volume 209,Page 297,Deed Records,Parker County,Texas,said Construction Easement being more
particularly described as follows:
COMMENCING at a 1/2"orange capped iron rod set stamped"Yarger 5854"in the west line of Farmer Road(Farm To Market Highway No.3325(Right-of-Way varies)at right
angles to centerline Highway Station 609+67.22,per Texas Department of Transportation Right-of-Way Map for Farm To Market Highway No.3325,Sheet No.8,Dated 10/15/97,
from which a Texas Department of Transportation(herein after called"TxDOT")monument found in the east line of said Farm To Market Highway No.3325 bears N 08°15'02"E,a
distance of 856.94 feet,for reference and another TxDOT monument in said east line bears S 17°34'55"E,a distance of 430.03 feet,for reference,said POINT OF COMMENCING
having a NAD 83,TX-N Central,Zone 4202 Grid Coordinate value of N:6960902.99 and E:2244480.98;
THENCE S 89°02'19"W,leaving the west line of said Farmer Road,a distance of 504,26 feet to a point at the beginning of a curve to the right,whose radius is 1460.00 feet and
whose long chord bears N 79°04'44"W,a chord distance of 601.25 feet;
THENCE along said curve in a northwesterly direction,through a central angle of 23°45'55",an arc distance of 605.58 feet to a point;
THENCE N 67°11'46"W,a distance of 639.83 feet to a point at the beginning of a curve to the left,wwhose radius is 1540.00 feet and whose long chord bears N 72°24'56"W,a
chord distance of 280.19 feet;
THENCE along said curve in a northwesterly direction,through a central angle of 10°26'20",an arc distance of 280.57 feet;
THENCE N 77°38'06"W,a distance of 875.41 feet to a point at the beginning of a curve to the leftwhose radius is 1540.00 feet and whose long chord bears N 86°18'59"W,a chord
distance of 464.89 feet;
THENCE along said curve in a northwesterly direction,through a central angle of 17°21'46",an arc distance of 466.67 feet to a point;
THENCE S 85°00'08"W,a distance of 383.08 feet to a point at the beginning of a curve to the right,whose radius is 1360.00 feet and whose long chord bears N 47°31'26"W,a
chord distance of 2004.55 feet;
THENCE along said curve in a northwesterly direction,through a central angle of 94°56'51",an arc distance of 2253.72 feet to a point;
THENCE N 00°03'00"W,a distance of 757.44 feet to the POINT OF BEGINNING of the herein described Construction Easement,said POINT OF BEGINNING having a NAD 83,
TX-N Central,Zone 4202 Grid Coordinate value of N:6963636.11 and E:2239349.73;
THENCE N 00°03'00"W,a distance of 50,00 feet to a 1/2"orange capped iron rod set stamped"Yarger 5854"at the southwest corner of the proposed 1,01 acre Tank Site;
THENCE N 89°57'00"E,along the south line of said proposed 1.01 acre Tank Site,a distance of 210.00 feet to a 1/2"orange capped iron rod set stamped"Yarger 5854"at the
southeast corner of said 1.01 acre proposed Tank Site;
THENCE N 00°03'00"W,along the east line of said 1.01 acre proposed Tank Site,a distance of 210.00 feet to a 1/2"orange capped iron rod set stamped"Yarger 5854"at the
northeast corner of said 1.01 acre proposed Tank Site;
THENCE S 89°57'00"W,along the north line of said 1.01 acre proposed Tank Site,a distance of 210.00 feet to a 1/2"orange capped iron rod set stamped"Yarger 5854"at the
northwest corner of said 1.01 acre proposed Tank Site;
THENCE S 00°03'00"E,along the west line of said 1.01 acre proposed Tank Site,a distance of 66.48 feet to a point;
THENCE S 89°57'00"W,leaving the west line of said 1.01 acre proposed Tank Site,a distance of 50.00 feet to a point;
THENCE N 00°03'00"W,a distance of 116.48 feet to a point at the northwest corner of the herein described Temporary Construction Easement;
THENCE N 89°57'00"E,a distance of 310.00 feet to a point at the northeast corner of the herein described Temporary Construction Easement;
THENCE S 00°03'00"E,a distance of 310.00 feet to a point at the southeast corner of the herein described
Temporary Construction Easement; LINE TABLE
THENCE S 89°57'00"W,a distance of 260.00 feet to the POINT OF BEGINNING and containing 0.97 acre(42,324 square feet)of land. LINE No. LENGTH BEARING
L1 504.26 S89°02'19"W
0 FL2 639.83 N67°11'46"W
�E°°...... ° T
STE°
RFo 9 L3 875.41 N77°38'06"W
:0
............. °° °°°° °°.°°° CURVE TABLE L4 383.08 S85°00'08"W
JAMES CU S Y GER
..;°........ .... ...:°..
CURVE No. LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH L5 757.44 N00°03'00"W
P°°
°FE s s °y0C1 605.58 1460.00 23°45'55" N79°04'44"W 601.25 L6 210.00 N89°57'00"E
N�°SUR�
C2 280.57 1540.00 10°26'20" N72°24'56"W 280.19 L7 210.00 N00°03'00"W
,IAM S CURTIS YARGER L8 210.00 S89°57'00"W
[REG TERED PROFESSIONAL C3 466.67 1540.00 17°21'46" N86°18'59"W 464.89
LAND SURVEYOR L9 66.48 S00°03'00"E
STATE OF TEXAS#5854 C4 2253.72 1360.00 94°56'51" N47°31'26"W 2004.55
DExhibit D PROJECT No. 323-9392
Barroe'strk'BwHt Westside V Tank Site Fifty(50)Foot Wide Temporary Construction Easement Situated in the REV.DATE: 05/03/18
CO°�`iy�. DATE: D4/27/17
6221 Southwest Boulevard,Suite 100 SHEET
Fort Worth, Texas 76132 E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492
(0)817.231.8100 (F)817.231.8144 f
Texas Registered Engineering Firm F1 W98 Parker County,Texas 2 1 2
Texas Registered Survey Firm F-10158800
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A 17°21'46" suRVErur�E I� M QPc
R 1500.00' POINT OF BEGINNING
L 454.55 N:6960863.00 `S o �oQQ
' T 229.03 A 10°26'20' E:2244481.82 ao
Ch B S86°18'59'E R 1500.00' NAD 83 TX-N CENTRAL .w 10
1 Ch L 452.82' L 273.29 ZONE 4202 I
T 137.02
Ch B S72°24'56'E A 23°4555"
S77°38106. I
wlw �Nn°38p8"VV 875.41' a Ch L272.91' R 60.00'
.17
T 315.62 I �4
Ch B S79°04'44"E ; I I
s A 17°21'46" A 10 26'20" Ch L 617.72 I
x R 1490.00' R 1490.00' \9.83, I
F L 451.52 L 271.46 Q. � N89°0219'E I S1°11'4T'E
:, 2 T 227.51 T 136.11 _ _ 504.43'_ 10.00'
Ch B N86'18'59"W Ch B N72°24'56"W - -- S89°02'19'W '
Ch L 449.80' Ch L 271,09' 504AT -
10'WIDE TEMPORARY Ili
H.T. &B. RR CO. SURVEY CONSTRUCTION EASEMENT A 23°4555"
SECTION 7 1.62 ACRES R 1510.00' 1�
ABSTRACT NO. 646 {70717 SQFT.) L 626.32
PAREER COUNTY, TEXAS , . T 317.73 -
J.I-BEGGS Ch B N79°04'44W oI
VOLUME 209,PAGE 297 .84' "$
D.RRC.T. Ch L 621 m
N OPEN CIRCLE INDICATES
O 12'ORANGE CAPPED IRON ROD SET
STAMPED'YARGER 5854'
GRAPHIC SCALE
• SOLID CIRCLE INDICATES
MONUMET FOUND'AS LAB
D EMB PRWECI ft 373-532
6221 Southwest Boulevard,Suite 100 4leMeVEITm(1dBMWideimpMCmfiemm Emfmt
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Fort Worth, Texas 76132 SbAwilthe ME, 04/V/17Barron•Stark-Swift (0) 817.231.8100 (F) 817.231.8144 KT.BB.RRCO.SURVEY,SEMMT,AHMGTNa646
,,,n�M Texas Registered Engineering Finn F-10998 am to SHUT
Consulting Fngin a Texas Registered Survey Finn F-10158800 E.GI LIS SUM,SECTION 8,ABSTRACTk2492 +� A
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�'Ia' ( I LINE No. LENGTH BEARING
cNc I I L1 50.00 N89'5T00'E
010 I I I INSET L2 10.00 S00'03'00"E
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SECTION 9 ; ' L3 40.00 S89'57OOW
ABSTRACT NO. 645 j E. GLEETS SURVEY
PARKER COUNTY, TEXAS ( SECTION 8
I 10'WIDE TEMPORARY ABSTRACT NO- 2492
CONSTRUCTION EASEMENT PARKER COUNTY TEXAS
ssyy 1.62 ACRES L E BEGGS
9 (70,717 SQ.FT.) VOLUME 209,PAGE 297
D.RP.C.T.
R 1400.00'
L 2320.01 x15
T 1526.43 APM)aM1TE wlw
Ch B S47°31'26"E ai>stvty urs
17°21'46"
E. FARMER N to �� Ch L 2063.51' xI v R 1500.00'
ABSTRACT NO. 2387 \ H.T. &B. RR. CO. SURVEY ¢8¢ L 454.55
PARKER COUNTY, TEXAS 94"56'51' SECTION 7 cr l T 229.03
ABSTRACT NO. 646
N R 1410.00' �\ PARKER COUNTY, TEXAS 1 Ch B S86°18'59"E
L 2336.58T 1537 33 \ N85°00'08"E I Ch L 452,82'
1
GWMC SCALE r�00' Ch B N47°31'26"W \``� 383.08' x 1 577'38 p
85.00'08"W 6 7E 875
zoo o no Ch L 2078.25' 383.08' ; N7r"38 0 fi'lN g�s' �
ENV
6221 Southwest Boulevard,Suite 100 We0kVEslTen(10FDoMeTmgorayC dtdmFamait
Fort Worth, Texas 76132 5Waled'nft ME, 04M/17
Barron-Stark-Swift (0) 817231.8100 (F) 817.231.8144 H.T.BB.RR.CO.SUM,SECT10N7,ABSTRACT No.646
Texas Registered Engineering Finn F-10998 &Wfe SHET
Texas Registered Survey Firm F-10158800 E GELS SURVEY,SECTION 8,ABSTRACT No.2492 2 Of 4
T www.barronstarte.com Paten *'Tem
LEGAL DESCRIPTION
A TEN(10)FOOT WIDE TEMPORARY CONSTRUCTION EASEMENT
BEING a Ten(10)Foot Wide Temporary Construction Easement situated In the H.T.&B.RR.CO.SURVEY,SECTION 7,ABSTRACT No.646
and the E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492,Parker County,Texas and being over,under and across that certain tract of
land described In deed to J.E.Beggs,recorded in Volume 209,Page 297,Deed Records,Pa*or County,Texas,said Temporary Construction
Easement being more particularly described as follows:
BEGINNING at a 1/2"orange capped Iron rod set stamped"Yarger 5854"In the west line of Farmer Road(Farm To Market Highway No.3325
Right-ol Way varies)at right angles to centerline Highway Station 610+07.22,per Texas Department of Transportation Right-of-Way Map for
Farm To Market Highway No.3325,Sheet No.8,Dated 10/15/97,from which a Texas Department of Transportation(herein after called
"TxDOr)monument found in the east line of said Farm To Market Highway No.3325 bears N 07'49'52"E,a distance of 896.42 feet,for
reference,said POINT OF BEGINNING having a NAD 83,TX-N Central,Zone 4202 Grid Coordinate value of N:6960863.00 and E:2244481.82;
THENCE S 01.11'47"E,along the west Una of said Farm To Market Highway No.3326,a distance of 10.00 feet to a 1/2'orange capped Iron
rod set stamped"Yarger 5854",from which a TxDOT monument found the the east One of said Farm To Market Highway No.3325,bears S
19°41'47"E,a distance of 382.32 feet for reference and another TxDOT monument found in said east line bears S 13.4949"E,a distance of
957.89 feet for reference;
THENCE S 89°02'19'W,leaving the west line of said Farm To Market Highway No.3326,a distance of 604.47 feet to a 1/2'orange capped Iron
rod set stamped'Yarger 5864"at the beginning of a curve to the right whose radius Is 1610.00 feet and whose long chord bears N 79.04'44"W.
a chord distance of 621.84 feet;
THENCE along said curve In a northwesterly direction,through a central angle of 23.45'55',an arc distance of 626.32 feet to a 1/2'orange
capped iron rod set stamped'Yarger 5854";
THENCE N 67`11'46"W,a distance of 639.83 feet to a 1/2'orange capped Iron rod set stamped'1'arger 5864"at the beginning of a curve to
the left whose radius 1490.00 feet and whose long chord bears N 72.24'66"W,a chord distance of 271.09 feet;
THENCE along said curve In a northwesterly direction,through a central angle of 10.26'20",an are distance of 271.46 feet to a 1/2"orange
capped Iron rod set stamped'Yarger 5854";
THtNCE N 77'38'06"W,a distance of 875.41 feet to a 1/2"orange capped iron rod set stamped"Yarger 5854"at the beginning of a curve to
the left whose radius Is 1490.00 feet and whose long chord bears N 86.18'59"W,a chord distance of 449.80 feet;
THENCE along said curve In a northwesterly direction,through a central angle of 17"2146",an arc distance of 451.52 feet to a 1/2'orange
capped Iron rod set stamped"1'arger 5854";
THENCE S 85'00'08"W a distance of 383.08 feet to a 1/2'orange capped iron rod set stamped'Yarger 6854'at the beginning of a curve to the
right whose radius is 1410.00 feet and whose long chord bears N 47'31'26"W,a chord distance of 2078.25 feet;
OF T (Continued)
s r ERF +9
�:Q '.N
JAMES CURTIS YARGER
..V.....................ti..
%4 5854
JAMES CURTIS YARGER
REGISTERED PROFESSIONAL LAND SURVEYOR
STATE OF TEXAS IUM
0 EiNbkB PRWECTW 727-0792
Asa n 1 Il-11WIN WedWsVFATo(IW FadMhTi�rpa"CadIndoE+n TM DATO 04,12!L17
8221 S-U—.1 R.U.vxre,s 2.108 H.T.✓I B.RR CO.SURVEY,SECTION 7,ABSTRACT Na 646 a1d Ike E.GtLIS SURVEY,SECTION 8,ABSTRACT No.2492 T
Fort worth. 70"0. 70172
(0)",7.271.0100 (F)"17.231."1,4T
Pedes ues
COIR11yy, 3 of 4
L.0 R,p1,1,rM Exyneeriq Eim E•102"0
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LEGAL DESCRIPTION
A TEN(10)FOOT WIDE TEMPORARY CONSTRUCTION EASEMENT
(Continued)
THENCE along said curve in a northwesterly direction,through a central mangle of 94.56'51",an arc distance of 2336.58 feet to a 112"orange
capped Iron rod set stamped"Yarger 5854";
THENCE N 00°03'00"W,a distance of 950.97 feel 1/2"orange capped Iron rod set stamped"Yerger 5854'at the northerly northwest corner of
the herein described Temporary Construction Easement;
THENCE N 89057'00"E,a distance of 50.00 feel to a 1/2"orange capped iron rod set stamped'Yarger 5854"in the west line of a proposed 1.01
acre Tank Site from which a 112'orange capped Iron rod set stamped"Yarger 5854"at the northwest corner of said proposed Tank Site bears N
00°03'00"W,a distance of 66,48 feet for reference;
THENCE S 00°03'00"E,along the west line of said proposed tank site,a distance of 10.00 feet to a 1/2"orange capped Iron rod set stamped
'Yarger 5854";
THENCE S 89°67'00'W,a distance of 40.00 feet to a 112"orange capped iron rod set stamped'Yorger 5854";
THENCE S 00"03'00'E,a distance of 940.97 feet to a 112"orange capped Iron rod set stamped"Yarger 5854'at the beginning of a curve to the
left whose radius is 1400.00 feet and whose long chord bears S 47031'26"E,a chord distance of 2063.51 feet,
THENCE along said curve in a southeasterly direction,through a central angle of 94'56`51",an arc distance of 2320.01 feet to a 112"orange
capped iron rod set stamped'Yarger 5854";
THENCE N 85°00'08"E,a distance of 383.08 feel to a 1/2'orange capped Iron rod set stamped"Yarger 6854'at the beginning of a curve to the
right whose radius 1500.00 feet and whose long chord bears S 86"1859"E,a chord distance of 452.82 feet;
THENCE along said curve in a southeasterly direction,through a central angle of 17'21'46",an arc distance of 454.55 feet to a 112"orange
capped iron rod set stamped'Yarger 5854";
THENCE S 77°38'06"E,a distance of 875.41 feet 112"orange capped Iron rod set stamped'Yarger 5854"to the beginning of a curve to the
right whose radius is 1500.00 feet and whose long chord bears S 72°24'66"E,a chord distance of 272,91 feet;
THENCE along said curve in a southeasterly direction,through a central angle of 10'26'20",an arc distance of 273.29 feet to a 112"orange
capped iron rod set stamped"Yarger 5854';
THENCE S 67.11'46"E,a distance of 639.83 feel to a 1/2"orange capped iron rod set slamped"Yarger 5854'at the beginning of a curve to the
left whose radius Is 1500.00 feet and whose long chord bears S 79'04'44"E,a chord distance of 617.72 feel;
THENCE along said curve In a southeasterly direction,through a central angle of 23°45'55",an arc distance of 622.17 feel to a 112'orange
capped Iron rod set Stamped"Yarger 5854';
THENCE N 89"02'19"E,a distance of 504.43 feet to the POINT OF BEGINNING and containing 1.62 acres(70,717 square feet)of land,more
or less.
OERFF�'
JAMES CURTIS YARGER
..%.....................p..
q 5854 1
JAMES CURTIS YARGER �,•�.0
REGISTERED PROFESSIONAL LAND SURVEYOR q�O
STATE OF TEXAS MW
D E*M 8 PROJECT NO. 32J-iJ9i
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FOA W-11, T"zo" 70132 .,,,�,
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ABSTRACT NO. 644 0
PARKER COUNTY, TEXAS
10 — — CHISHOLM HILLS TOAD 1g
-�_ POINT OF BEGINNING I
CHlSHOLM HEIGH rn
PHASE 2 N:6968290.15 =1
' PLAT CABINIET B,SLIDE 017 L ZONE 2 39
02
P.RP.C.T. NAD 83 TX-�CENTRALZONE 4202
13 14 i 18 I 16 I 12'IRON 18 I
/ 12 I ROD FOUND (I 20 L26
C C4 L1
86°30'28"E 1564.02' N87"2 VE L25
N86°46'13"E 1339.B4 —__ �� --— 04�� C38 =33 1s_ 3
——— S86°30'28"W 1564.08' 44
586°4613"W 1339.01' C3 S87 2811 w C2 O°
338.15
J.M. RIGGS SURVEY
J.E.BEGGS ABSTRACT NO. 2616
VOLUME .P.PAGE 297 PARKER COUNTY, TEXAS
24'WIDE TEMPORARY D.RP.C.T.
CONSTRUCTION ACCESS EASEMENT
6.57 ACRES
(286,461 SQ. FT.) H.T. & B. RR. CO. SURVEY
SECTION 9
ABSTRACT NO. 645
N PARKER COUNTY, TEXAS
GRAPHICSCALE 1' 00'
200 0 200 400
D ExWA PRWECr N. 32 9392
6221 Southwest Boulevard,Suite 100 Tm*Fw(24)W&TmpMCmshdmkmmEaswnegSiWtodv t*
Fort Worth, Texas 76132 J.M.RIGGS SURVEY,ABSTRACT No,2616; DATE 07/03/17
(0) 817.231.8100 (F) 817.231.8144 H.T.&B.RRGO.SURVEY,SECTION I,ABSTRACT No.646
Barron-Stark-Swift
Texas Registered Engineering Firm F-10998 and %o
Consul ng1 d1&eerS Texas Registered Survey Firm F-10158800 E.GILLISSURVEY,SECTION 8,ABSTRACT No.2492 1 of 1 0
T�Q www.barronstark.com mffC=Iy T
WILLOW PARK RANCH,LTD I 13
VOLUME 1957,PAGE 1133 12
R.R.P.C.T.
N8r16t5E86°46'13'E 133884'
330.44, N----- —__
�� seT'tg= —___=S86-4V13'W 1339.01'
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J.M. RIGGS SURVEY J
C35 C6
ABSTRACT N0. 2616 II
PARKER COUNTY, TEXAS
&SII 24'WIDE TEMPORARY
t`IIS' CONSTRUCTION ACCESS EASEMENT
6.57 ACRES
A, (286,461 SQ. FT.)
H.T. & B. RR. CO. SURVEY
it I I SECTION 9
(I' ABSTRACT NO. 645
518"IRON ROD FOUND ~IIS` PARKER COUNTY, TEXAS
AT THE MOST WESTERLY
NORTHWEST CORNER C J.E.BEGGS
BEGGS TRACT VOLUME 209,PAGE 297
D.R.P.C.T.
N
GRAPHICSCALE 1'400
200 0 200 400
D EMA PROJECT W 323-s=
6221 Southwest Boulevard,Suite 100 Twe*Fu[241 Wde Tvnpmq Cwdndw AmmEasmatSULdm6e
Fort Worth, Texas 76132 J.M.RIGGS SURVEY,ABSTRACT No.2616; DATE, 07/33/17
(0) 817.231.8100 (F) 817.231.8144 H.T.6B.RR.CO.SURVEY,SECTION 7,ABSTRACT No.646
Texas Registered Engineering Firm F-10998 am ft SHEET
Barron-Stark-Swift
ConadngEnoi=s Texas Registered Survey Firm F-10158800 E GILUS SURVEY,SECTION 8,ABSTRACT No.2492 2 of 1 U
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24'WIDE TEMPORARY
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ros
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SECTION 9 s
ABSTRACT NO. 645
PARKER COUNTY, TEXAS '.'p, \
J.E.BEGGS C/3 LB
VOLUME 209,PAGE 297C 8 C7y
3B'IRON ROD FOUND D.R.P.C.T. L20 C�j> l
AT THE MOST WESTERLY 57 `9
SOUTHWEST CORNER 0'j
BEGGS TRACE C, Z10 16
/8
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GRAPHIC SCALE 1=A00' N)3 573) `�8
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200 0 200 400
D FSA 32.1-93926221 Southwest Boulevard,Suite 100 T
Wady Far C2Q WdeTttnporary CorrsWction Aaas Fasetnenl Sated in 7e
Fort Worth, Texas 76132 J.M.RIGGSSURVEY,ABSTRACTNo.2616; DRE 0710/17
Barron•Stark•SW�ice,,` (0) 817.231.8100 (F) 817.231.8144 H.T.&B.RR.CO.SURVEY,SECTION 7,ABSTRACT No.646
Texas Registered Engineering Firm F-10998 eye SHEET
Con"dng Fo em Texas Registered Survey Firm F-10158800 E GIWS SURVEY,SECTION 9,ABSTRACT No.2492 3 of 1 0
T
www.barronstark.com Parker County,Terns
24'WIDE TEMPORARY E. GILLIS SURVEY
/o 16 CONSTRUCTION ACCESS EASEMENT ABSTRACTION N0.82492
Z6.57 ACRES PARKER COUNTY, TEXAS
(286,461 SQ.FT.)
-,,Cl7 s�
NIB �a`28 1.01 AC.
326.�� ` " s'F i TANK SITE
L12
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SECTION 9 '85� c2 L16
ABSTRACT NO. 645 so.
PARKER COUNTY, TEXAS
J.E.BEGGS
VOLUME 209,PAGE 297
D.R.P.C.T.
TEXAS DEPARTMENT OF TRANSPORTAION
MONUMENT FOUND IN THE EAST UNE OF
NFARM TO MARKET HIGHWAY 3325
GRAPHICSCAUE 1'=400'
�l
200 0 200 400
ExN1AA MECr No, 323-9392
ED 6221 Southwest Boulevard,Suite 100 T"*Fow(24 WdeTwWaryCa*nmfmAmessEmoviMaWmIM
Fort Worth, Texas 76132 J.M.RIGGSSURVEY,ABSTRACT No.2616; DATE 07/03/17
Barron-Stark-Swift (0) 817.231.8100 (F) 817.231.8144 H.T.BB.RR.CO.SURVEY,SECTION 7,ABSTRACT No.64fi
Texas Registered Engineering Firm F-10998 WdI* a+¢�T
Barron•Stark•S
Co��g� Texas Registered Survey Firm F-10158800 E.GILLS SURVEY,SECTION 8,ABSTRACT No.2492 4 o I 1 0
Tom¢ www.barronstark.com Pffl*Coony TOM
LINE TABLE LINE TABLE
LINE No. LENGTH BEARING LINE No. LENGTH BEARING
L1 24.39 N87°23'27"E L14 92.56 S28006'O4'W
L2 19.55 SO7041'43"W L15 24.00 SO5°22'140E
L3 90.58 N77'43'18'W L16 38.41 S84°37'46"W
L4 112.93 N67'31'49"W L17 358.89 N62'23'45"W
L5 22.87 S11615'25'W L18 108.19 N65028'309W
L6 182.46 S51'48'11"E 1-19 52.32 N25'54'06'W
L7 237.64 S35032'29'E L20 224.23 N85'O1'24'W
L8 224.23 585'01'24"E L21 237.64 N35032'29'W
L9 52.32 S25054'06'E L22 182.46 N51048'11RW
L10 108.19 S65'28'30"E L23 22.87 N11015'25"E
L11 358.89 S62023'450E L24 112,93 S67"31'49'E
L12 137.42 N28906'O4'E L25 90.58 S77'43'18'E
L13 50.87 S0O003'O0'E L26 15.19 NO7041'43"E
ETlHibk A PROJECT No. 323-9392
�Crolf •�1M11(R Two*Fax(M)flfde Tempary C mb a Dn Aims EeaemeHd filed in The
J.M.RIGGS SURVEY,ABSTRACT No.2616,H.T.&B,RR.CO.SURVEY,SECTION 7,ABSTRACT No.646 PAM 07/03/17
0771 ft lh aet 00aavma,sane too SHEET
Fol,Worth, T(F)8 7e„4 E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492
Fon
BI700h.100 ex 017.Y76132
Tess Repnkred En0v"enrg Fkm F•f0990 N�
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CURVE TABLE
CURVE No. LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH
Cl 102.35 62.00 94"34'58" S54"59'1YW 91.12
C2 94.03 363.00 14050'31" N85"08'34"W 93.77
C3 136.32 312.00 25002'00" N80"02'49"W 135.24
C4 221.12 488.00 2505742" N80"30'40"W 219.24
C5 216.35 163.00 76°02'50" S49016'50"W 200.81
C6 102,87 413.00 14"16'15" S4"07'18"W 102.60
C7 133.24 1012.00 7032'37" SO"45'28"W 133.14
C8 55.84 488.00 6°33'23" S1"15'05"W 55.81
C9 163.33 188.00 49046'34" S26"54'530E 158.24
C10 173.70 612.00 1691541" S43"40'20"E 173.11
C11 109.23 288.00 21°43'50" S46"24'24'E 108.58
C12 160.19 512.00 17°55'35" S48"18'31'E 159.54
C13 149,88 188.00 45°40'4(r S62"11'04'E 145.94
C14 167,16 162.00 59"07'18" S55"27'45"E 159.84
C15 198,92 288.00 39034'23" S45"41'18"E 194.99
C16 54.38 1012.00 3904'45" S63°56'08"E 54.38
C17 378.25 1488.00 14"33'52" S69°40'41'E 377.23
C18 151.42 1012.00 8°34'22" S72°40'26"E 151.28
C19 191.03 388.00 28°12'32" S80"45'58"E 189.10
C20 38.08 240.09 9005'19" N39°20'39"E 38.04
Fxhl*A rA.7"a 321-Pl4�
$ k"g Ifk Twenty Four R4)%W TemporaryCorakudw kcess Fawemmi SiY Win to
J.M.RIGGS SURVEY,ABSTRACT No.2616,H T.&B.RR,CO.SURVEY,SECTION 7,ABSTRACT No.646 Lu-IL mF 17
am74t D**'ry. lar wwto SHW
10, ~h. T.- ml:s E.GILLIS SURVEY,SECTION 6,ABSTRACT No.2492
I01 EI7.7H."iW I"p ll i.'31A144 C
P 6 of 10
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erxx.4nrW rYllrt,�ylY
CURVE TABLE
CURVE No. LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH
C21 14.81 33.75 25007'54' S140 29'24"W 14.69
C22 206.44 412.00 28"4231' N810 00'58"W 204.28
C23 147.83 988.00 8034'22" N720 40'26"W 147.69
C24 384.35 1512.00 14°33'52" N690 40'41"W 383.31
C25 53.09 988.00 3004'45" N630 56'08"W 53.09
C26 215.49 312.00 39°34'23" N450 41'18"W 211.24
C27 142.40 138.00 59°07'18' N550 27'45"W 136.16
C28 169.01 212.00 45040'40" N62011'04"W 164.57
C29 152.68 488.00 17°55'35" N48018'31"W 152.06
C30 118.33 312.00 21°43'50" N460 24'24"W 117.62
C31 166.88 588.00 1601541' N43°40'20"W 166.32
C32 184.18 212.00 49°46'34" N260 54'53-W 178.44
C33 58.59 512.00 6033'23' N1°15'05'E 58.56
C34 130.08 988.00 7°32'37' NO°45'28'E 129.99
C35 108.85 437.00 14016'15" N40 07'18'E 108.56
C36 248.20 187.00 76°02'50" N49016'50"E 230.38
C37 232.00 512.00 j 25°5742" S800 30'40-E 230.02
C38 125.83 288.00 1 25°02'00" S80°02'49-E 124.83
C39 100.25 387.00 14°50'31" S85°OB'34'E 99.97
C40 62.73 38.00 94°34'58" N540 59'12"E 55.85
EXMAA PRujitr w 3x9 9HZ
eRf 1H t �Swti# Twenty Four P4I Wide Twpmy Wduclon Amm EUMAW SMW h Me
J.M.RIGGS SURVEY,ABSTRACT No.2616;H.T.B^,JJB.RF-R.CO.SURVEY,SECTION 7,ABSTRACT No.646 IM, w ll
913 :w9rw,a•I ll.•,arcW A.:4a"190 and m .�QT
I�M11F 211 HIM E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492
PJ:tl 71.61:7p 7 of 10
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LEGAL DESCRIPTION
A TWENTY FOUR(24)FOOT WIDE TEMPORARY CONSTRUCTION ACCESS EASEMENT
BEING a Twenty Four(24)Foot Wide Temporary Construction Access Easement situated In the J.lVL RIGGS SURVEY,Abstract No.2616, H.T.&
B.RR.CO.SURVEY,SECTION 7,ABSTRACT No,646 and the E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492,Parker County,Texas
and being over,under and across that certain tract of land described in deed to J.E Beggs,recorded in Volume 209,Page 297,Deed Records,
Parker County,Texas,said Temporary Construction Easement being more particularly described as follows:
Beginning at a point in the most north line of said Beggs Tract,being N 87°23'27'E,a distance of 20.53 feet from the southeast corner of Lot 18,
CHISHOLM HEIGHTS,PHASE 2,an Addition to Parker County,Texas,according to the Plat recorded in Plat Cabinet B,Slide 017,Plat Records,
Parker County,Texas,said BEGINNING POINT having a NAD 83,Texas North Central,Zone 4202 coordinate value of N:6968290.155 and
whose E:2239082.390,for reference;
THENCE N 87°23'27"E,a distance of 24.39 feet to a point;
THENCE S 7'41'43'W,a distance of 19.55 feet to a point;
THENCE along a curve to the RIGHT,having a radius of 62.00 feet,a delta angle of 94'34'58',and whose long chord bears S 54'5912"W,a
distance of 91.12 feet;
THENCE N 77'43'18'W.a distance of 90.58 feet to a point;
THENCE along a curve to the LEFT,having a radius of 363.00 feet,a delta angle of 14°50'31',and whose long chord bears N 85"08'34'W,a
distance of 93.77 feet;
THENCE S 87.26'11'W,a distance of 336.16 feet to a point;
THENCE along a curve to the RIGHT,having a radius of 312.00,a delta angle of 25'02'00',and whose long chord bears N 80°02'49'W,a
distance of 135.24 feet;
THENCE N 67°31'49'W,a distance of 112.93 feet to a point;
THENCE along a curve to the LEFT,having a radius of 488.00 feet,a delta angle of 25'57"42',and whose long chord bears N 80'30'40'W,a
distance of 219.24 feet;
THENCE S 86°30'28"W.a distance of 1564.08 feet to a point;
THENCE S 86'46'13'W a distance of 1339,01 feet to a point;
THENCE S 87'18'15'W,a distance of 330.55 feel to a point;
THENCE along a curve to the LEFT,having a radius of 163.00 feet,a delta angle of 76'0750",and whose long chord bears S 49'16'50'W.a
distance of 200.81 feet;
THENCE S 11.1525'W,a distance of 22.87 feet to a point;
THENCE along a curve to the LEFT,having a radius of 413.00 feel,a della angle of 14.1915',and whose long chord bears S 4'07"18'W a
distance of 102.60 feet to a point;
THENCE S 3°00'50'E,a distance of 471.65 feet to a point;
THENCE along a curve to the RIGHT,having a radius of 1012.00 feel,a delta angle of 7'32'37',and whose long chord bears S 0'45'28'W,a
distance of 133.14 feet to a point;
THENCE S 4'31'47'W,a distance of 470.11 feet to a point;
THENCE along a curve to the LEFT,having a radius of 488.00 feet,a delta angle of 6°33'23',and whose long chord bears S 1.15'05"W,a
distance of 55.81 feet;
THENCE S 2'01'36'E,a distance of 426.31 feel to a point,
THENCE along a curve to the LEFT,having a radius of 188.00 feet,a delta angle of 49"4634',and whose long chord bears S 26'54'53"E,a
distance of 158.24 feet;
THENCE S 51'48'11'E.a distance of 182.46 feet to a point;
THENCE along a curve to the RIGHT,having a radius of 612.00 feel,a delta angle of 16'1511',and whose long chord bears S 43'40'20'E,a
distance of 173.11 feet;
THENCE S 35'32'29'E,a distance of 237.64 feet to a point;
THENCE along a curve to the LEFT,having a radius of 288.00 feet,a delta angle of 21'43'50',and whose long chord bears S 46°24'24'E,a
distance of 108.58 feet;
THENCE S 57.16'19'E,a distance of 730.81 feet to a point;
THENCE along a curve to the RIGHT,having a radius of 512.00 feet,a delta angle of 17°5635',and whose long chord bears S 48'1831'E,a
distance of 159.54 feet;
THENCE S 39'20'44'E,a distance of 430.87 feet to a point;
THENCE along a curve to the LEFT,having a radius of 188.00 feet,a delta angle of 45°4940',and whose long chord bears S 62'11'04'E,a
distance of 145.94 feet;
THENCE S 85'01'24'E,a distance of 224.23 feet to a point;
Continued:
ID ExhbMA PROJECT No. 323-9392
pa * +ar11k Twenty Four(24)Vft Temporary CmWitim Am Ea9eme i Sikmtad In ftNolat J.M.RIGGS SURVEY,ABSTRACT No.2616;N.T.&B.RR.CO.SURVEY,SECTION 7,ABSTRACT No.646 DAM 07/03/17
8221 S-th—at Boulevard,SUla 100 WIN EHM
Fort worst', Texas 70172
(0)817.]71.8100 (F)817.231.8144 E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492
Teras ReOotered E1!merry Ftm F-111998 8 of 10
7eaas
fleplAaed Survey Flrm F-10158500 Peft Cm*,Tam
www.barrsnslerN.wm
LEGAL DESCRIPTION
A TWENTY FOUR(24)FOOT WIDE TEMPORARY CONSTRUCTION ACCESS EASEMENT
Continued:
THENCE along a curve to the RIGHT,having a radius of 162.00 feet,a delta angle of 59'07'18',and whose long chord bears S 55'2745'E.a
distance of 159.84 feet;
THENCE S 25'54'06'E,a distance of 52.32 feet to a point;
THENCE along a curve to the LEFT,having a radius of 288.00 feel,a delta angle of 39"34'23",and whose long chord bears S 45'41'18'E,a
distance of 194.99 feet;
THENCE S 65'28'30'E,a distance of 108.19 feet to a point;
THENCE along a curve to the RIGHT,having a radius of 1012.00 feel,a delta angle of 3'04'45',and whose long chord bears S 63'56'08'E,a
distance of 54.38 feel;
THENCE S 62'23'45'E,a distance of 358.89 feet to a point;
THENCE along a curve to the LEFT,having a radius of 1488.00 feel,a delta angle of 14'33'52',and whose long chord bears S 69"4(y41'E,a
distance of 377.23 feel;
THENCE S 76'57'37'E,a distance of 326.16 feet to a point;
THENCE along a curve to the RIGHT,having a radius of 1012.00 feet,a delta angle of 8'34'22",and whose long chord bears S 7240'26'E,a
distance of 151.28 feel;
THENCE S 68°23'15'E,a distance of 409.90 feet to a point;
THENCE S 70°54'33'E,a distance of 338.44 feet to a point,
THENCE S 66°39'42'E,a distance of 186,84 feet to a point;
THENCE along a curve to the LEFT,having a radius of 388.00 feet,a delta angle of 28'1732',and whose long chord bears S 80°4558'E,a
distance of 189.10 feet;
THENCE along a curve to the LEFT,having a radius of 240.09 feet,a delta angle of 9'05'19,and whose long chord bears N 39'2939'E,a
distance of 38.04 feet;
THENCE N 28'06'04'E,a distance of 137.42 feel to a point;
THENCE S 00'03'00'E,a distance of 50.87 feet to a point;
THENCE S 28°0604'W,a distance of 92.56 feet to a point,
THENCE along a curve to the LEFT,having a radius of 33.75 feel,a delta angle of 25'07'54",and whose long chord bears S 14'2924'W,a
distance of 14.69 feet;
THENCE S 5°2714'E,a distance of 24.00 feet to a point;
THENCE S 84"37'46'W,a distance of 38.41 feet to a point;
THENCE along a curve to the RIGHT,having a radius of 412.00 feel,a delta angle of 28°4731',and whose long chord bears N 81'00'58'W,a
distance of 204.28 feet;
THENCE N 66'39'42'W,a distance of 185,95 feet to a point;
THENCE N 70054'33'W,a distance of 338.08 feet to a point,
THENCE N 68'23'15'W,a distance of 410.43 feet to a point;
THENCE along a curve to the LEFT,having a radius of 988.00 feel,a delta angle of 8'34'22',and whose long chord bears N 72°4926'W,a
distance of 147.69 feet,
THENCE N 76'57'37'W,a distance of 326.16 feet to a point;
THENCE along a curve to the RIGHT,having a radius of 1512.00 feet,a delta angle of 14'3352,and whose long dad bears N 69'4941'W,a
distance of 383.31 feel;
THENCE N 62°2345"W,a distance of 358.89 feet to a point;
THENCE along a curve to the LEFT,having a radius of 988,00 feel,a delta angle of 3'04'45',and whose long chord bears N 63'5608'W,a
distance of 53.09 feet;
THENCE N 65'28'30'W,a distance of 108.19 feet to a point;
THENCE along a curve to the RIGHT,having a radius of 312.00 feet,a delta angle of 39'34'23',and whose long chord bears N 45'41'18'W,a
distance of 211.24 feel,
THENCE N 25°54'06'W,a distance of 52.32 feet to a point;
THENCE along a curve to the LEFT,having a radius of 138.00 feet,a delta angle of 59'07'18',and whose long chord bears N 55°27'45'W,a
distance of 136.16 feet;
THENCE N 85'01'24'W,a distance of 224.23 feet to a point;
THENCE along a curve to the RIGHT,having a radius of 212.00 feel,a delta angle of 45°40'40',and whose long shad bears N 62'11'04'W,a
distance of 164.57 feel;
THENCE N 39°2944'W,a distance of 430,87 feet to a point;
THENCE along a curve to the LEFT,having a radius of 488.00 feet,a delta angle of 17'5535',and whose long chord bears N 48'1631'W,a
distance of 152,06 feel;
Continued:
0 Exhibit A
PROJECT No, 323-9392
1latnwt*hark liwiR Txenly Fax(24)Wide TopM Cominam Acus EasenW AaW to b
m"" ,•, J.M.RIGGS SURVEY,ABSTRACT No.2616;H.T.6 B.RR CO.SURVEY,SECTION 7,ABSTRACT No.646 ore o�03 n
8771 South-.t RWaverd,SWI"100 WIN sw
,4 17.2`1,,, TJF)817.231.8144 713,32 E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492
F.817.731.0100 . 70132
Tex„Repixl I-En0lneenn0 Ftm 1-10090 y�4Y
Texas Ra9itlaed Servay Flrm F-10150000
ftkw R01 Cidx�',Texas 19 O
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LEGAL DESCRIPTION
A TWENTY FOUR(24)FOOT WIDE TEMPORARY CONSTRUCTION ACCESS EASEMENT
Continued:
THENCE N 57'16'19'W,a distance of 730.81 feet to a point;
THENCE along a curve to the RIGHT,having a radius of 312.00 feet,a delta angle of 21"43'50",and whose long chord bears N 46'2424'W,a
distance of 117.62 feet;
THENCE N 35'3729'W,a distance of 237.64 feet to a point;
THENCE along a curve to the LEFT,having a radius of 588.00 feet,a delta angle of 16'15'41',and whose long chord bears N 43'40'20'W,a
distance of 166.32 feet;
THENCE N 51'48'11"W,a distance of 182.46 feet to a point;
THENCE along a curve to the RIGHT,having a radius of 212.00 feet,a delta angle of 49'4634,and whose long chord bears N 26°5453"W,a
distance of 178.44 feet;
THENCE N 2'01'36'W,a distance of 426.31 feet to a paint;
THENCE along a curve to the RIGHT,having a radius of 512.00 feet,a delta angle of 6°33'23',and whose long chord bears N 1'15'05'E,a
distance of 58.56 feet;
THENCE N 4'31'47'E,a distance of 470.11 feet to a point;
THENCE along a curve to the LEFT,having a radius of 988.00 feet,a delta angle of 7°3737",and whose long chord bears N 0'4628'E,a
distance of 129.99 feet;
THENCE N 3'00'50'W,a distance of 471.65 feet to a point;
THENCE along a curve to the RIGHT,having a radius of 437.00 feet,a delta angle of 14'16'15',and whose long chord bears N 4'07'18'E,a
distance of 108.56 feet;
THENCE N 11'1625'E,a distance of 22.87 feet to a point;
THENCE along a curve to the RIGHT,having a radius of 187.00 feet,a delta angle of 76"02'50',and whose long chord bears N 49'16'50'E,a
distance of 230.38 feet;
THENCE N 87'18'15'E,a distance of 330.44 feet to a point
THENCE N 86'4613'E,a distance of 1338.84 feet to a point;
THENCE N 86'3028"E.a distance of 1564.02 feet to a point;
THENCE along a curve to the RIGHT,having a radius of 512.00 feet,a delta angle of 25'57'42',and whose long chord bears S 80'30'40'E,a
distance of 230.02 feet;
THENCE S 67"31'49'E,a distance of 112.93 feet to a point;
THENCE along a curve to the LEFT,having a radius of 288.00 feet,a delta angle of 25"0700',and whose long chord bears S 80°0749'E,a
distance of 124.83 feet;
THENCE N 87'2611'E,a distance of 336.16 feet to a point;
THENCE along a curve to the RIGHT,having a radius of 387.00 feet,a delta angle of 14'50'31',and whose long chord bears S 85'08'34'E.a
distance of 99.97 feet;
THENCE S 77'43'18'E,a distance of 90.58 feet to a pant;
THENCE along a curve to the LEFT,having a radius of 38.00 feet,a delta angle of 94"34'58",and whose long chord bears N 54'59'12'E,a
distance of 55.85 feet;
THENCE N 7"41'43'E,a distance of 15.19 feet to the POINT OF BEGINNING and containing 6.57 acres(286,461 square feet)of land,more or
less.
OF
"s r '•TF NOTES:
1.)BEARINGS&COORDINATES SHOWN HEREON ARE
............................... REFERENCED TO THE TEXAS STATE PLANE
JAMES CURTIS YARGER COORDINATE SYSTEM,NA.D.es DATUM(TEXAS
..%.....................s.. NORTH CENTRAL ZONE 4282)DERIVED FROM
0 5854 �.' RESOLVED OPUS SOLUTIM.
.RES s�°?'pQ
�0•suR\1�y
JAMES CURTIS YARGER
REGISTERED PROFESSIONAL LAND SURVEYOR
STATE OF TEXAS a58rrl
SURVEYED ON THE GROUND 00-2917
to EAVAA
F6211
Twe*Four(24)WNk Temporary Congn&don Access Emotint SNwfed to IbaPaaECT No. 32J-9392
J.M.RIGGS SURVEY,ABSTRACT No.2616;H.T.&B.RR.CO.SURVEY,SECTION 7,ABSTRACT No.646 DATE: o,03 17
S-th-t eou1-,d,Sub loo andSIB BEET
l1Natlh, Txas 70)142E.GILDS SURVEY,SECTION 8,ABSTRACT No.2492
817.231.R100 (F)017.270132s Repnlered Enginservq Fem F-'"M
s Reylstat Suns,Fem F-1011.4" Patter C0*'Texas 10 O 0
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E. GILLIS SURVEY
SECTION 8
ABSTRACT No. 2492 N89°57'00"E A(p�
PARKER COUNTY, TEXAS 210.00'
TANK i(SEE INSET) J.E.BEGGS Lu INSET 1'=200'
cn SITE VOLUME 209,PAGE 297 b 1.01 ACRE o 0
D.R.P.C.T. O N TANK SITE M o
(44,100 S.F.) o N
rIq POINT OF BEGINNING � I I r
J N:6963686.11 I S89°57'00"W J
E:2239349.68 I I 210,00'
NAD 83 TX-N CENTRAL
ZONE 4202
w� � J. COLE SURVEY J
SECTION 8
' ABSTRACT NO. 1727
a�
' PARKER COUNTY, TEXAS
Q �
d J J
APPROXIMATE APPROXIMATE . C) N
SURVEY LINE SURVEY LINE
cp H.T. & B. RR. CO. SURVEY W J
o SECTION 7 POINT OF COMMENCING
o F�' ABSTRACT NO. 646 N:6960902.99 d '
o L4 C3 PARKER COUNTY, TEXAS E:2244480.98 w I�
i3 NAD 83 TX-N CENTRAL I�_
r C'C ZONE 4202 '
OPEN CIRCLE INDICATES
N 01/2"ORANGE CAPPED IRON ROD SET �.`-- �! L1
STAMPED"YARGER 5854°
GRAPHIC SCALE 1"=600'
• SOLID CIRCLE INDICATES Sig 34'55•E
300 0 300 600 MONUMET FOUND"AS LABELED" 430.03'
Exhlblt C PROJECT No. 1323-9392
6221 Southwest Boulevard,Suite 100 Westside V Tank Site Situated in the
Fort Worth, Texas 76132 DATE.- 02/31/12
Texas Registered Engineering Firm F-10998
�tark�swift (o) 817.231.9100 (F) 817.231.8144
Barron= E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492 SHEET
Comultin En neers
$ � Texas Registered Survey Firm F-10158800
Tie• www.barronstark.com Parker Nnty,Texas 1 of 2
LEGAL DESCRIPTION
TANK SITE
BEING a 1.01 acre Tank Site situated in the E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492,Parker County,Texas and being a portion
of that certain tract of land described in deed to J.E.Beggs,recorded in Volume 209,Page 297,Deed Records, Parker County,Texas,said
Tank Site being more particularly described as follows:
COMMENCING at a 1/2"orange capped iron rod set stamped"Yarger 5854"in the west line of Farmer Road(Farm To Market Highway No.3325
(Right-of-Way varies)at right angles to centerline Highway Station 609+67.22,per Texas Department of Transportation Right-of-Way Map for
Farm To Market Highway No.3325,Sheet No.8, Dated 10/15/97,from which a Texas Department of Transportation(herein after called
"TxDOT")monument found in the east line of said Farm To Market Highway No.3325 bears N 08015'02"E,a distance of 856.94 feet,for
reference and another TxDOT monument in said east line bears S 17°34'55"E,a distance of 430.03 feet,for reference,said POINT OF
COMMENCING having a NAD 83,TX-N Central,Zone 4202 Grid Coordinate value of N:6960902.99 and E:2244480.98;
THENCE S 89°02'19"W,leaving the west line of said Farmer Road,a distance of 504.26 feet to a point at the beginning of a curve to the right,
whose radius is 1460.00 feet and whose long chord bears N 79°04'44"W,a chord distance of 601.25 feet;
THENCE along said curve in a northwesterly direction,through a central angle of 23045'55",an arc distance of 605.58 feet to a point;
THENCE N 67°11'46"W,a distance of 639.83 feet to a point at the beginning of a curve to the left,wwhose radius is 1540.00 feet and whose
long chord bears N 72°24'56"W,a chord distance of 280.19 feet;
THENCE along said curve in a northwesterly direction,through a central angle of 10°26'20",an arc distance of 280.57 feet;
THENCE N 77°38'06"W,a distance of 875.41 feet to a point at the beginning of a curve to the left whose radius is 1540.00 feet and whose long
chord bears N 86°18'59"W,a chord distance of 464.89 feet;
THENCE along said curve in a northwesterly direction,through a central angle of 17021'46",an arc distance of 466,67 feet to a point;
THENCE S 85°00'08"W,a distance of 383.08 feet to a point at the beginning of a curve to the right,whose radius is 1360.00 feet and whose
long chord bears N 47°31'26"W,a chord distance of 2004.55 feet;
THENCE along said curve in a northwesterly direction,through a central angle of 94°56'51",an arc distance of 2253.72 feet to a point;
THENCE N 00°03'00"W,a distance of 807.44 feet to a 1/2"orange capped iron rod set stamped"Yarger 5854"for the POINT OF BEGINNING
and being the southwest corner of the herein described Tank Site,said POINT OF BEGINNING having a NAD 83,TX-N Central,Zone 4202 Grid
Coordinate value of N:6963686.11 and E:2239349.68;
THENCE N 00°03'00"W,a distance of 210.00 feet to a 1/2"orange capped iron rod set stamped"Yarger 5854"at the northwest corner of the
herein described Tank Site;
THENCE N 89°57'00"E,a distance of 210.00 feet to a 1/2"orange capped iron rod set stamped"Yarger 5854"at the northeast corner of the
herein described Tank Site;
THENCE S 00°03'00"E,a distance of 210.00 feet to 1/2"orange capped iron rod set stamped"Yarger 5854"at the southeast corner of the
herein described Tank Site;
THENCE S 89°57'00"W,a distance of 210.00 feet to the POINT OF BEGINNING and containing 1.01 acre(44,100 square feet)of land,more or
less.
°•F.. T
P:G ST ER
N LINE TABLE
'••"'""'••' '• '"'" """`" LINE No. LENGTH BEARING CURVE TABLE
JAMES CU S Y GER
-0 L1 504.26 S89°02'19"W CURVE No. LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH
Q a.
�•° °SFE S s °.y0� L2 639.83 N67'1 1'46"W C1 605.58 1460.00 23°45'55" N79°04'44"W 601.25
L3 875.41 N77°38'06"W C2 280.57 1540.00 10°26'20" N72°24'56"W 280.19
JAM S CURTIS
REG TERED PROFESSIONAL
ONAL L4 383.08 1 S85°00'08"W C3 466.67 1540.00 17°21'46" N86°18'59"W 464.89
LAND SURVEYOR
STATE OF TEXAS#5854 L5 807.44 N00°03'00"W C4 2253.72 1360.00 94°56'51" N47°31'26"W 2004,55
Barron-t rk-SwIlIlIt Exhibit C PROJECT No. 323-9392
F*- Westside V Tank Site Situated in the DATE. 07/31/17
6221 Sowh-stBouievard,Su1e 1D0 E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492 SHO
Fort Worth, Texas 76132
(0)817.231.8100 (F)817.231.8144 Parker County,Texas /� /�
Teras Registered Engineering Firm F-10990 L Of n
Teras Registered Sey Firm F-10158800
www.baurvrronstark.c
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 6/26/2018 - Resolution No. 4960-06-2018
DATE: Tuesday, June 26, 2018 REFERENCE NO.: L-16128
LOG NAME: 21100378 WESTSIDE V WATER TANK AMEND
SUBJECT:
Amend Mayor and Council Communication L-16108 to Adopt Resolution Authorizing Condemnation by
Eminent Domain to Acquire 1.01 Acres Fee Simple, 6.41 Acres of Water Line Easement Rights, 0.33 Acres
for a Permanent Access Easement, and 9.16 Acres in Temporary Construction Easements from Property
Owned by J.E. Beggs, Trust, Located Approximately Three Miles North-Northwest from the Intersection of
Interstate Highway 20 and Farmer Road in Parker County, Texas for the Westside V Elevated Storage
Tank and Water Main Project (PROPERTY LOCATED IN ETJ NEAR COUNCIL DISTRICT 3)
RECOMMENDATION:
It is recommended that the City Council:
1. Amend Mayor and Council Communication L-16108 to adopt the resolution authorizing condemnation
by eminent domain to acquire 1.01 acres in fee simple, 6.41 acres of water line easement rights, 0.33
acres for a permanent access easement and 9.16 acres in temporary construction easements from
property owned by J.E. Beggs Trust and located within the City's extraterritorial jurisdiction (ETJ) in the J.
M. Riggs Survey, Abstract No. 2616; the E. Gillis Survey, Section 8, Abstract No. 2492; and the H.T. &
B.R.R. Co. Survey, Section 7, Abstract No. 646, in Parker County, Texas, located approximately three
miles north-northwest from the intersection of Interstate Highway 20 (1-20) and Farmer Road (FM 3325) in
Parker County, Texas, for the Westside V Elevated Storage Tank and Water Main Project;
2. Declare that the negotiations between the City and the landowner were unsuccessful due to the
inability to agree on a purchase price to acquire the 1.01 acres in fee simple, 6.41 acres of water line
easement rights, 0.33 acres of permanent access easement rights and 9.16 acres of temporary
construction easement rights;
3. Declare the necessity to acquire the described interests in the subject property for the Westside V
Elevated Storage Tank and Water Main Project;
4. Authorize the City Attorney to institute condemnation by eminent domain proceedings to acquire the
described property interests from the landowner;
5. Authorize a payment pursuant to an award of commissioners or a negotiated settlement; and
6. Authorize the City Manager or his designee to accept and record the appropriate instruments.
DISCUSSION:
On March 20, 2018 (M&C L-16108) City Council authorized condemnation by eminent domain to acquire
7.42 acres of land fee simple, 0.33 acres of land for a permanent access easement, and 9.16 acres of
land for temporary construction easements from property owned by J.E. Beggs, Trust, for the Westside V
Logname: 21100378 WESTSIDE V WATER TANK AMEND Page 1 of 3
Elevated Storage Tank and Water Main Project.
Subsequent to the approval of M&C L-16108 staff determined that the 6.41 acres of land originally
proposed to be acquired in fee simple can instead be acquired as a water line easement. Therefore, only
1.01 acres of land will be acquired in fee simple interest from the landowner to accommodate the elevated
storage tank. Therefore, Staff is recommending that M&C L-16108 be amended to decrease the acreage
of fee simple interest and increase the acreage for the permanent water line easement.
To meet the capital project delivery schedule Staff is in the process of negotiating an agreement with the
land owner for the possession and use of the needed property interests and will continue to negotiate in
good faith with the landowner until such time as the Commissioner's Hearing.
Because the property interests sought by the City have changed, a new independent appraisal was
performed on the property. The City has made a revised final offer at the new appraisal value of
$224,500.00. Therefore, the compensation amount will be decided in the condemnation process through
a Special Commissioner's Hearing. Upon City Council approval, Staff will proceed in acquiring the needed
fee simple interest, permanent water line easement, permanent access easement and temporary
construction easements and temporary construction access easements on the property as indicated
below.
The mineral estate will not be acquired and the judgment will contain a surface waiver for the exploration
of the mineral estate. Funds are available in the Water Department Capital Project No. 100378
Fee Acquisition Water Tank Site 1.01 Acres
0' Permanent Water Line Easement 6.41 Acres
50'Temporary Construction Easement 97 Acres
10'Temporary Construction Easement 1.62 Acres
4'Temporary Construction/Access Easement 6.57 Acres
Permanent Access Easement 0.33 Acres
Because the property interests sought by the City through eminent domain have changed from those
originally authorized under M&C L-16108, to approve this Mayor and Council Communication, the Council
Member making the motion to authorize the condemnation by eminent domain should say:
I move that the Fort Worth City Council amend M&C L-16108 and adopt the resolution authorizing the use
of the power of eminent domain to acquire a 1.01 acres in fee simple, 6.41 acres for a permanent water
line easement, 0.33 acres for a permanent access easement and 9.16 acres in temporary construction
easements from the property owned by the J.E. Beggs Trust, located within the City's extraterritorial
jurisdiction in the J. M. Riggs Survey, Abstract No. 2616; the E. Gillis Survey, Section 8, Abstract No.
2492; and the H.T. & B.R.R. Co. Survey, Section 7, Abstract No. 646, in Parker County, Texas, located
approximately three miles north-northwest from the intersection of Interstate Highway 20 (1-20) and
Farmer Road (FM 3325) in Parker County, Texas. The property is needed for the Westside V Elevated
Storage Tank and Water Main Project. The interests to be acquired are described by metes and bounds
and depicted by survey exhibits attached to this Mayor and Council Communication (M&C).
This property is located in the City' s ETJ near COUNCIL DISTRICT 3.
This M&C does not request approval of a contract with a business entity.
Logname: 21100378 WESTSIDE V WATER TANK AMEND Page 2 of 3
The Director of Finance certifies that upon approval of the above recommendations and aware of
commissioners, funds will be available, as appropriated in the Water Capital Project Fund (Project
100378).
FUND IDENTIFIERS (FIDs):
TO
Fund Department ccoun Project Program ctivity Budget Reference # moun
ID ID Year Chartfield 2
FROM
Fund Department ccoun Project Program ctivity Budget Reference # moun
ID ID Year Chartfield 2
CERTIFICATIONS:
Submitted for City Manager's Office by: Jay Chapa (5804)
Originating Department Head: Steve Cooke (5134)
Roger Venables (6334)
Additional Information Contact: Laura B Morales (2311)
Logname: 21100378 WESTSIDE V WATER TANK AMEND Page 3 of 3