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Resolution 4917-03-2018
A Resolution NO. 4917-03-2018 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 March 20, 2018, in M&C L-16108, ordered and decreed that a public necessity existed for the acquisition of 7.42 acres in fee simple, 0.33 acres for a permanent access easement, and 9.16 acres in temporary construction easements from property 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 3 miles north-northwest from the intersection of Interstate Highway 20 and 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 Water Tank V Site 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 20th day of March, 2018, at a regular meeting of the Fort Worth City Council, upon Motion of Councilmember Brian Byrd, to wit: I move that the Fort Worth City Council adopt the resolution authorizing use of the power of eminent domain to acquire 7.42 acres in fee simple, 0.33 acres for a permanent access easement, and 9.16 acres in temporary construction easements from property owned by the J.E.Beggs Trust,and 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, Texas, located approximately 3 miles north-northwest from the intersection of Interstate Highway 20 and Farmer Road (FM 3325) in ORTWO T Parker County, Texas. The property is needed for the Westside V Elevated Storage Tank and Water Main Project. The property is further described by metes and bounds and depicted by survey exhibits attached to this Mayor and Council Communication. Seconded by Motion of Councilmember Cary Moon,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 20"' day of March, 2018. A OF.FaiQ�, lk. ATTESTi * ;7� By: 0 `? J. KV:se'r)Ci6 Secretary `,♦ AS FORTWORT TxDOT MONUMENT I FOUND H.T. & B. RR. CO. SURVEY Q lob SECTION 7 � IZ m ABSTRACT NO. 646 Q QI PARKER COUNTY, TEXAS p 3 � w O J.E.BEGGSW x VOLUME 209,PAGE 297 20'WIDE PERMANENT C7 D.R.P.C.T. ACCESS EASEMENT Q �a 0.33 A.C. (14399 S.R.) IM o w M.C.794656 a I � D.R.P.C.T. a PROPOSED 40'WATER LINE C5 I BACCESS TRACT s I o�6 I POINT OF COMMENCING C4 //o�� '��' ?9sr 6���\\ C6 ' p' •8j, �' I 112"ORANGE CAPPED IRON ROD FOUND STAMPED PROPOSED 10'TEMPORARY -- -- -- 'YARGER 5854' i CONSTRUCTION EASEMENT S89.0219 W I 64.79' N POINT OF BEGINNING N:6960901.91TxDOT I GRAPHICSCALE 1•=200' E:2244416.20 FOUND MONUMENT FOUND NAD 83 TX-N CENTRAL ZONE 4202 100 0 100 200 6221 Southwest Boulevard,Suite 100 Exhibit PROJECT No. 323-9392 Fort Worth, Texas 76132 Twenty(20)Foot Wide Permanent Access Easement GATE: 07724717 Barron•Stark•Swift (0) 817.231.8100 (F) 817.231.8144 Situated in the Texas Registered Engineering Firm F-10998 H.T.&B.RR.CO.SURVEY,SECTION 7,ABSTRACT No.646 sNEEr ConsWttng Enginew Texas Registered Survey Firm F-10158800 Parker County,Texas 1 of 3 Tog-h- www.barronstark.com LINE TABLE CURVE TABLE LINE No. LENGTH BEARING CURVE No. LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH L1 31.01 S89°02'19"W C1 134.44 90.00 85°35'10" S86°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 22.31 90.00 14°12'08" N50°54'17"E 22.25 C5 164.31 110.00 85°35'10" N86°35'48"E 149.46 C6 3.82 90.00 2°25'56" S51°49'36"E 3.82 6221 Southwest Boulevard,Suite 100 Exhibit A PROJECT'M. 323-9392 Fort Worth, Texas 76132 Twenty(20)Foot Wide Permanent Access Easement DATE: 07/24/17 Barron•�tark•Sw�4 l` (0) 817.231.8100 (F) 817.231.8144 Situated in the Texas Registered Engineering Firm F-10998 H.T.&B.RR.CO.SURVEY,SECTION 7,ABSTRACT No.646 sREEr Consulting Engineers Texas Registered Survey Firm F-10158800 T www.barronstark.com Parker County,Texas 2 of 3 LEGAL DESCRIPTION A TWENTY(20)FOOT WIDE PERMANENT ACCESS EASEMENT BEING a Twenty(20)Foot Wide Permanent Access Easement situated in the H.T.8 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 particularly described as follows: COMMENCING at a 112"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 10115197,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°1602"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"02'19"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°02'19"W,a distance of 31.01 feet to a point; THENCE N 50°36'37"W,a distance of 294.81 feet to apoint; THENCE along a curve to the LEFT,having a radius of 90.00 feet,a delta angle of 85°35'10",and whose long chord bears S 86"35'48"W,a chord distance of 122.28 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 curve to the RIGHT,having a radius of 1460.00 feet,a delta angle of 1°09'20",and whose long chord bears N 85°45'10"W,a chord distance of 29.44 feet; THENCE along a curve to the LEFT,having a radius of 90.00 feet,a delta angle of 14°12'08",and whose long chord 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 along a curve to the RIGHT,having a radius of 110.00 feet,a delta angle of 85°35'10",and whose long chord bears N 86°35'48"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"25'58",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. OF NOTES: ............................. JAMES CURTIS YARGER 1.)BEARINGS 8 COORDINATES SHOWN HEREON ARE JAMES CURTIS YARG ••v••••••••••••••••.s••• REFERENCED TO THE TEXAS STATE PLANE REGISTERED PROFESSIONAL LAND SURVEYOR 5854 r COORDINATE SYSTEM,N.A.D.83 DATUM(TEXAS STATE OF TEXAS#5854 (••90'e s 5 NORTH CENTRAL ZONE 4202)DERIVED FROM SURVEYED ON THE GROUND 06-29-17 '9 •• y RESOLVED OPUS SOLUTIONS. 6221 Southwest Boulevard,Suite 100 Exhibit PROJECT No. 323-9392 Fort Worth, Texas 76132 Twenty(20)Foot Wide Permanent Access Easement DATE: 07724717 Barron•�tark•Sw�,` (0) 817.231.8100 (F) 817.231.8144 Situated in the Texas Registered Engineering Firm F-10998 H.T.&B.RR.CO.SURVEY,SECTION 7,ABSTRACT No.646 SHO Consulting Engineers Texas Registered Survey Firm F-10158800 3 of 3 Tom= www.barronstark.com Parker County,Texas T Q APPROXItMTE.. A 17°21'46" SURVEY LINE �� �y QP& ,� POINT OF BEGINNING ``' gyp' r R 1500.00' w � ,� c 1 L 454.55 N:6960863.00fl T 229.03 A 10°26'20" E:2244481.82 Ch B S86°1E'59'E R 1500.00' NAD 83 TX-N CENTRAL w __ Ch L 452.82 L 273.29 ZONE 4202 I T 137.02 Ch B S72°24'56"E A 23°45'55" — j- 38��E87541- Ch L 272.91' R 1500.00' 875 �a L 622.17 Nlx„ 411 -tea` S T 315.62 wl°' Ch B S79°04'44"E I A iT'2146° A 10°26'20` N6T���46�E B Ch L 617.72' I I x x R 1490.00' R 1490.00' H L 451.52 L 271.46 6398 N89°02'19'E I S1°11'47'E 2 T 227.51 T 136.11 9 a _ 504.43' 10.00' Ch B N86°18'59"W Ch B N72°24'561W _-- S89°OT191W '- Ch L 449.80' Ch L 271.09` 504AT1A. 10'WIDE TEMPORARY 1 a H.T. &B. RR. CO. SURVEY CONSTRUCTION EASEMENT A 23°4555" ' SECTION 7 1.62 ACRES R 1510.00' ABSTRACT N0. 646 (70717 SQFT.) L 626.32 PARKER COUNTY TEXAS , . T 317.73 J.I-BEGGS Ch B N79°04'44W n `� VOLUME 209,PAGE 297Ch L 621.84' M N D.RP.C.T. It o�OPEN CIRCLE INDICATES O 112'ORANGE CAPPED IRON ROD SET i 1 STAMPED'YARGER 5854' I GRAPHIC SCALE 1"=400' . SOLID CIRCLE INDICATES 200 0 200 400 MON UMET FOUND'AS LABELED' 0 �a N. 3�9 6221 Southwest Boulevard,Suite 100 WedWeVEstTentlOF°o(WiJeTwpm yCass4a4 E me Fort Worth, Texas 76132 51mWnto BAX. 04/7/17 �f` �® ���(®�" � (0) 817.231.8100 (F) 817.231.8144 KT.&B.RR CO.SUM,SECTION 7,ABSTRACT No.W Texas Registered Engineering Finn F-10998 ate %To comsuifmg'a'6''•`"m Texas Registered Survey Firm F-10158800 E GIWS SURVEY,SECTION 8,ABSTRACT No.2492 1 0� 4 T°� www.barronstark com Paercanlj ND-03VD-W 66.48' I I 50'WIDE TEMPOW CONST.EASEMENT i _L3 u TANK LINE TABLE �I� T I �' SITE 6'II 6' SrrE I I LINE No. LENGTH BEARING ��w gIC:) o I I L1 50.00 N89°57WE pko ( I I I INSET I2 10.00 S00'03WE H.T. &B. RR CO. SURVEY c'ISR ( I 1•=69 SECTION 9 (I I ' L3 40.00 S89°57'00'W ABSTRACT NO. 645 E. G=S SURVEY PARKER COUNTY, TEXAS i I 10'WIDE TEMPORARY ABSTRACT 8 NO. 2492 CONSTRUCTION EASEMENT PARKER COUNTY, TEXAS k' 1.62 ACRES J.E BEGGS (70,717 SQ.Fr.) VOLUME 209,PAGE 297 �. A 94°56'51" D.R.P.C.T. NI� - R 1400.00' w9w L 2320.01 x9`x T 1526.43 APPROXIMATEpa Im Ch B S47°31'26'E WR9FIL E X14 E. FARME� URPEY \ Ch L 2063.51' p 17°21'46' 010R 1500.00' ABSTRACT NO. 2387 H.T. &B. RR. CO. SURVEY ¢I¢ L 454.55 PARKER COUNTY, TEXAS SECTION 7 1"2 XCh .03 A 94°5651' N R 1410.00' � PARKER COUNTY, TEXAS CT NO. 646 1 86°1859°E T 1537.33 \ �` N85L 2336.58 008"E 1 52.82' GRAPHIC SCALE 1"WV Ch B N47°31'26"W 383.08_ S� ° �`` _ — — 38'06 zoo o zoo aoo Ch L 2078.25' z S8 g°83,08 1 N77°38,06 87541, 75.4 1' 1 Edfd9 P0.0JECr N°. 1?3-s3� 6221 Southwest Boulevard,Suite 100 WedsideYEdTml10)FoaWideTmpQsrr E�et g� Fort Worth, Texas 76132 se dmome Dae 04/27/n Barre sS °arl�®Swift (0) 817231.8100 (F) 817.231.8144 H.T.&B.RRCO.SUM,SEM 7,AWRACTNo.646 Texas Registered Engineering Firm F-10998 melte s+ET ConmAting Enginee[s Texas Registered Survey Firm F-10158800 E GILUS SURVEY,SECTION 8,ABSTRACTNa2492 2 Of 4 T%-I- www.barronstark.com PEWcam yjams LEGAL DESCRIPTION A TEN(10)FOOT WIDE TEMPORARY CONSTRUCTION EASEMENT BEING a Ten(10)Fool Wide Temporary Construction Easement sltuated In the H.T.&B.RR.CO.SURVEY,SECTION 7,ABSTRACT No.646 and the E.GILDS 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 112"orange capped iron rod set stamped*Yarger 5854"In the west line of Farmer Road(Farm To Markel Highway No.3325- Righl-of--Way varies)at right angles to centedlne Highway Station 610+07.22,per Two Department of Transportation Right-of-Way Map for Farm To Market Highway No.3325,Sheet No.8,Dated 10115197,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 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 One of sold Farm To Market Highway No,3325,a distance of 10.00 feet to a 112"orange capped iron rod set stamped"Yarger 5854",from which a TXDOT monument found the the east line of said Farm To Markel Highway No.3325,bears S 19°41'47"E,a distance of 382.32 feel for reference and another TxDOT monument found In said east line bears S 13"49'49'E.a distance of 957.89 feel for reference; THENCE S 89002'19"W,leaving the west line of said Farm To Market Highway No.3326,a distance of 604.47 feel to a 1/2'orange capped iron rod set stamped'Yarger 5854"at the beginning of a curve to the right whose radius Is 1510.00 feet and whose long chord bears N 79"04'44'W, a chord distance of 621.84 feel; THENCE along said curve In a northwesterly direction,through a central angle of 23'45'55",an arc distance of 626.32 feel 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 5864"at the beginning of a curve to the left whose radius 1490.00 feet and whose long chord bears N 7202456"W,a chord distance of 271.09 feel; THENCE along said curve in a northwesterly direction,through a central angle of 10026201,an arc distance of 271.46 feel to a 112'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 1490.00 feel 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 112"orange capped Iron rod set stamped"Yarger 5854"; THENCE S 85°00'08"W a distance of 383.08 feet to a 112"orange capped Iron rod set stamped"Yarger 5854"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) Q ST .•'� FR ':CI co:��o "o'.9N JAMES CURTIS YARGER .. ..................... .TAMES CURTIS YARGER REGISTERED PROFESSIONAL LAND SURVEYOR STATE OF TEXAS 05854 19 EiNbk B PRUCf No. 323-9392 ftwon•Stark•SWIR We**V EdtTa(M Fodit Tnpe q Cof»kOWN E69e9z d 0.00. 351 sk*4In to RAID 907117 Fm1 w,,oi1 BM °•E;a„°0 H.T.&B.RR CO.SURVEY,SECTION 7,ABSTRACT No.6/4,�6.�ad W E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492 ow fol.wmf.o199 fff G1T.971A„1 PAA Cm*,Tons 3 of 4 i..,,Rpl,t.r.d Enp!ne.h,p n.= hm f•1D990 -I Oltii"00 mvw.Lnrronau,k.eum LEGAL DESCRIPTION A TEN(10)FOOT WIDE TEMPORARY CONSTRUCTION EASEMENT ( Continued) THENCE along said curve in a northwesterly direction,bough a central mangle of 94.5651",an arc distance of 2336,56 feel to a 1/2"orange capped Iron rod set stamped"Yarger 5854", THENCE N 00003'00'W,a distance of 950.97 feet 1/2"orange capped Iron rod set stamped'Yerger 5854"at the northerly northwest corner of the herein described Temporary Construction Easement; THENCE N 89°57'00"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 1/2'orange capped iron rod set stamped'Yarger 5854"at the northwest comer of said proposed Tank Site bears N 00°03'00"W,a distance of 66.48 feel for reference; THENCE S 00903'00"E,along the west line of said proposed tank site,a distance of 10.00 feel to a 1/2"orange capped Iron rod set stamped 'Yarger 58540; THENCE S 89057'00"W,a distance of 40.00 feet to a 1/2"orange capped Iron rod set stamped'Yarger 5854"; THENCE S 00003'00"E,a distance of 940.97 feel 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 47°31'26"E,a chord distance of 2063.51 feet; THENCE along said curve In a southeasterly direction,through a central angle of 94'5651 ,an arc distance of 2320.01 feet to a 1/2"orange capped iron rod set stamped'Yarger 5854'; THENCE N 85000'08"E,a distance of 383.08 feet to a 112"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 86.18'59'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 1/2"orange capped iron rod set stamped"Yarger 5854"; THENCE S 77038'06"E.a distance of 875,41 feet 1/2"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 72024'56'E,a chord distance of 272,91 feel; 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 rad 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 1500.00 feet and whose long chord bears S 79904'44'E,a chord distance of 617.72 feel; THENCE along said curve in a souiheasledy direction,through a central angle of 23°45'55",an arc distance of 622.17 feet to a 112"orange capped Iron rod set slamped'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. CO JAMES CURTIS YARGER ..%. ... .............%. 5854 F i JAMES CURTIS YARGER �••��oF E s REGISTERED PR p FSS ONAL LAND SURVEYOR STATE OF q�0 S U R�Ey EMB PR"CT Ib. 3TS-YJ9 ftn=ff Drk-SWIfIe Mh"YE€I Tw(IgFw Vit TW#WCo�*Kit EA1 MA �1— van€: 04/2?/17 ..d w-u% "ads so 876,a2 H.T.8 B.RR.CO.SURVEY,SECTION 7,ABSTRACT No.646.d b E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492 1'm1 Ww"., Tela" 78172 617.731.0100 If,U,7.YJ.1 ParkerCanlf.Texae 4 of 4 T.u.R- ',It-=d ,It- d€ -11151 i•,"09" TOu.R.pI11.tOd Sumpp f"m F•I"ISIOOD www.b"rronUmY.rnm I 16 H.T. & B. RR. CO. SURVEY SECTION 11 ABSTRACT NO. 644 PARKER COUNTY, TEXAS 10 _CH S�_HILLS ROAD I 19 CHISHOLM HEIGH POINT OF BEGINNING / PHASE N:6%8290.15 =� I / / PLOT CABINIETP.R.P.B,SLIDE 017 E:ZONE 2 39 02 Z ,r/•/" 11 I I 14 I P.RP.C.T, � 16 N�83 TX-'CENTRAL ZONE 4202 / 13 15 1I2IRON / 12 ROD FOUND 1e I 20 I L26 C4 86°3028"E 1564.02' Ne7°z WE L25 L�- 133t4A4' C4 4 C38 =_166'_ C3 N86'46'1 3"E S86°30'28"W 1564.08' �4 $ C3 S8rW -W C2 13 G� S86°46'13"W 1339.01' 336.16 J.M. RICGS SURVEY J.E.BEGGS ABSTRACT NO. 2616 VOLUME209,PAGE 297 PARKER COUNTY, TEXAS 24'WIDE TEMPORARY D.R.P..P.C.T. CONSTRUCTION ACCESS EASEMENT 6.57 ACRES (286,461 SQ. FT.) H.T. & B. RR. CO. SURVEY SECTION 9 A(N ABSTRACT NO. 645 � PARKER COUNTY, TEXAS GRAPHIC SCALE 1"=400' 200 0 200 400 D WtkA PRacCr N. 32�3�2 6221 Southwest Boulevard,Suite 100 Twmn Fm(24)WideTmpomyConshdmAmmEmmwdMgdbdintlx Fort Worth, Texas 76132 J.M.RIGGS SURVEY,ABSTRACT No.2616; DATE 07/03/17 Barron•Stark•Sw�ft (0) 817.231.8100 (F) 817.231.8144 H.T.&B.RR.CO.SURVEY,SECTION 7,ABSTRACT No.646 �n� Texas Registered Engineering Firm F-10998 and tie sir Engineers Texas Registered Survey Firm F-10158800 E GILLIS SURVEY,SECTION 8,ABSTRACT No.2492 1 of 1 0 Tom= www.barronstark.com P3reerCounty,T&= WILLOW PARK RANCH,LTD I 13 VOLUME 1957,PAGE 1133 12 I RR.P.C.T. I NerlStsE °46'1TE 13388+1° _ g8g'46'13V 1339.01° 86rixl5m r 330.55 J.M. RIGGS SURVEYy ABSTRACT NO. 2616 C35----� C6 PARKER COUNTY, TEXAS II ;�3 24'WIDE TEMPORARY "IIS CONSTRUCTION ACCESS EASEMENT - - 6.57 ACRES (286,461 SQ. FT.) II H.T. & B. RR. CO. SURVEY q l lSECTION 9 ABSTRACT NO. 645 51'IRON ROD FOUND PARKER COUNTY, TEXAS AT THE MOST WESTERLY NORTHWEST CORNER C J.E.BEGGS BEGGS TRACT VOLUME 209,PAGE 297 Sir43'51-W — 3239.0 _ IIw^ D.R.P.C.T. 1'IIpj N GRAPHICSCALE 1-400' 200 0 200 400 DErNIIA PROJECT No. 325-9392 6221 Southwest Boulevard,Suite 100 Trron Fw(24)Wdeiemp ryCvducb iAmmEaswutSW IM in me �+ �+ Fort Worth, Texas 76132 J.M.RIGGS SURVEY,ABSTRACT No.2616; OTE: 07/01/n Barron-Stark-Swift (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 adore SHELr Con"fing Elagi� Texas Registered Survey Firm F-10158800 E.GILLS SURVEY,SECTION 8,ABSTRACT No.2492 mud= w 2 of 10 ww.barrom nstark.cop� Tem 01, cam a � `mss a, 24'WIDE TEMPORARY coo \ S5j CONSTRUCTION ACCESS EASEMENT ys `gF 6.57 ACRES '6iy�'3og (286,461 SQ. FT.) c, H.T. & B. RR. CO. SURVEY SECTION 9 \\ r ABSTRACT NO. 645 PARKER COUNTY, TEXAS 9a \\ J.E.BEGGS C/3 L8 VOLUME 209,PAGE 297 _ C 8 �'zy 3y8'IRON ROD FOUND D.R.P.C.T. L20 CZ> ! AT THE MOST WESTERLY _ —�� 5Tr`�� ! 9 SOUTHWEST CORNER 4961'flv BEGGS TRACT ` �2\��S �10 C16 6 CZS i`r C2q 6.rc Ms 51` X18 GRAPHIC SCALE 1400 326.16• C23 200 0 200 400 FsNIAA ROJECT 6221 Southwest Boulevard,Suite 100 Tw Far J.M.RIGGS SURVEY,ABSTRACT No.26166;; n1Te 07/03/17VftT �i VV MatedmOv Fort Worth. Texas 76132 i� � �y Barron•Stark•Sw�ft (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 atone sHar Texas Registered Survey Firm F-10158800 E.GILDS SURVEY,SECTION 8,ABSTRACT No.2492 T� www.barronstark.com 3 of 10 Parks County.Texan 24'WIDE TEMPORARY E. GILLIS SURVEY ms's CONSTRUCTION ACCESS EASEMENT SECTION 8 1s 6.57 ACRES ABSTRACT NO. 2492 C? ��� PARKER COUNTY, TEXAS 286,461 SQ. FT. `CjT s C` `�1V �8 1.01 AC. 4 3zfl5f2 ` `T i __TANK SITE S N*�iSW�`$`� s65 0120: L13 '0 ' e L14 21 H.T. & B. RR. CO. SURVEY ' tiv$g C1 Y L15_ SECTION 9 ' � C Lab ABSTRACT NO. 645 � $70. PARKER COUNTY, TEXAS s Z J.E.BEGGS 1 VOLUME 209,PAGE 297 9 ` D.R.P.C.T. TEXAS DEPARTMENT OF TRANSPORTNION I MONUMENT FOUND IN THE EAST LINE OF FARM TO MARKET HIGHWAY 3325 N .III GRAPHIC SCALE V=40V 200 0 200 400 ExHU6221 Southwest Boulevard,Suite 100 iA PFOJECT No. 323 8392 ISR wad'F_(24)Wde Rmporary Curohuction Aueu EmdnnftSfimkd'm the Fort Worth, Texas 76132 J.M.RIGGS SURVEY,ABSTRACT No.2616; LATE 07/03/n Barron-Stark-Swift (0) 817.231.8100 (F) 817.231.8144 H.T.aB.RRCO.SURVEY,SECTION 7.ABSTRACT No.646 Gonad, B�ig,,,„em Texas Registered Engineering Firm F-10998 and the SHEET �--fir• Texas Registered Survey Firm F-10158800 E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492 11 www.barronstark.Gom 4 of 10 Parker County,Teras LINE TABLE LINE TABLE LINE No. LENGTH BEARING LINE No. LENGTH BEARING L1 24.39 N87023'270E L14 92.56 S28'06'04'W L2 19.55 S07041'43"W L15 24.00 S05°22'14"E L3 90.58 N77043'18'W L16 38.41 S84037'46"W L4 j 112.93 N67°31'49-W L17 358.89 N62o2345'W L5 22.87 S11°1625"W L18 108.19 N65028'30"W L6 182.46 S51048'11"E L19 52.32 N25054'06"W L7 237.64 S35'32'29"E L20 224.23 N85'01'24W L8 224.23 S85001'24"E L21 237.64 N35032'29"W L9 52.32 S25"54976"E L22 182.46 N51.48'11"W L10 108.19 S65028'30"E L23 22.87 N11015'25E L11 358.89 S62'23'45"E L24 112.93 S67031'49'E L12 137.42 N28006'04"E L25 90.58 S77'43'18'E L13 50.87 S00'03'00E L26 15.19 NO7041'43'E Fah6N A Twerp FW 4 PROJECT No. 323-9392 Y�erroje"Stwt■Swl!! R)Wive rem�ar�ryr Cass mdm Ac=Em aria t Siuded In ft a J,M.RIGGS SURVEY,ABSTRACT No.2616,H.T.$B.RR CO.SURVEY,SECTION 7,ABSTRACT No.646 DATE 07103117 0221 E-Ul.eet OOW—d,SWte 100 awft 9GET Fort Worth. T(F)8 76192 E.GILUS SURVEY,SECTION 8,ABSTRACT No.2492 F "17.rth.00 ..817.276132 Tats Ppislered Ercnsediq Fum F-10998 Teses Rpisiare�l Sney Fkar F-I0ISM PrMa Canly,re2as 5 of 10 wwi.�arronei ark.com CURVE TABLE CURVE No. LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH Cl 102.35 62.00 94034'58' S54'59'12"W 91.12 C2 94.03 363.00 14.50'31" N85'08'34"W 93.77 C3 136.32 312.00 25°02'00' N80'07 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 14016'15' S4'07'18"W 102.60 C7 133.24 1012.00 7°32"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 49°4534' S26'54'530E 158.24 C10 173.70 612.00 1601541" S430 40'200E 173.11 C11 109.23 288.00 2104350" S46"24'24'E 108.58 C12 160.19 512.00 17'55!35" 548'18'31'E 159.54 C13 149.88 188.00 45'4940" S62'11'04"E 145.94 C14 167.16 162.00 59'07'18" S550 27'450E 159.84 C15 198.92 288.00 39034'23" 5450 41'180E 194.99 C16 54.38 1012.00 3'04'45" S63'S6'080E 54.38 C17 378.25 1488.00 14'33'52' S69'40410E 377.23 C18 151.42 1012.00 803422" S72'40 260E 151.28 C19 191.03 388.00 28'12"32" S80'45'580E 189.10 C20 38.08 240.09 9'05'19" N39'20'39"E 38.04 ExWtA R�1YH'� Two*far(24)V(de Teepaxry Corolruet;art Ataw Eoseaknl9lueied b� J.M.RIGGS SURVEY,ABSTRACT No.2616,H.T.&B.RR CO.SURVEY,SECTION 7,ABSTRACT No.646 BATE' 4: , •„ eta;6&Ah a�L lvAwwLLmtllr10 Sw JQJ"" ft"`" T4"a '�"2E.GILUS SURVEY,SECTION 8,ABSTRACT No.2492 TWi141CJ1"W F+,pe�xnO R® Tu.".w� FM F.y+wlo Parker Ceunlp,Texas 6 o 10 , CURVE TABLE CURVE No. LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH C21 14.81 33.75 25007'54" S140 2924V 14.69 C22 206.44 412.00 2804231' N81'00'58'W 204.28 C23 147.83 988.00 8'3422" N72°40'26"W 147.69 C24 384.35 1512.00 14°3352" N69°40'41V 383.31 C25 53.09 988.00 3°04'45' N63'56'08"W 53.09 C26 215.49 312.00 39°34'23' N450 41'18"W 211.24 C27 142.40 138.00 59007'18" N550 27 45"W 136.16 C28 169.01 212.00 4504040" N62'11'04"W 164,57 C29 152.68 488.00 17055'35" N48'18'31"W 152,06 C30 118.33 312.00 21°43'50" N46'24'24"W 117,62 C31 166.88 588.00 1601541" N43'40'20"W 166.32 C32 184.18 212.00 4904634" N260 54'53"W 178.44 C33 58.59 512.00 603323" N10 15'05"E 58.56 C34 130.08 988.00 703737" NO'4528"E 129.99 C35 108.85 437.00 14°16'15" N4'0718"E 108.56 C36 248.20 187.00 76°02'50" N49'16'50'E 230.38 C37 232.00 512.00 25°5742" S80'30'4(YE 230,02 C38 125.83 288.00 25°02'00" S80°02'49-E 124,83 C39 100.25 387,00 14050'31" S85'08'34"E 99.97 C40 62.73 38.00 94034'58" N54°59'12'E 55.85 EAMA r€r ici t� 2 �rypM" Tmrx Faun(Y4)W40 TempM QfiMd m Amu Essenwd AmW is Ow ,,.. J.k RIGGS SURVEY,ABSTRACT No.2616,H.T.8 B.RR.CO.SURVEY,SECTION 7,ABSTRACT No.846 azo o s �ae,a.##OL spa.m and No sH¢r yOj ,T T(F 1'"" '°"2 E.GILLIS SURVEY,SECTION 6,ABSTRACT No.2492 .." s,.t. . ,F 7 of 10 a.. �N���'wss«.. Fater Gouah�,Tems 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.M.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 Vokrme 209,Page 297,Dead Records, Parker County,Texas,said Temporary Construction Easement being more particularly described as follows: Beginning at a point in the most north One 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 E2239082,390,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 54'59'12'W,a distance of 91.12 feet; THENCE N 77'43'18'W,a distance of 90.58 feel to a pant; THENCE along a curve to the LEFT,having a radius of 363.00 feet,a delta angle of 14'5031',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 della angle of 25°02'00",and whose long chord bears N 80'0749'W,a distance of 135.24 feet; THENCE N 67'31'49'W,a distance of 112.93 feet to a point THENCE Wong a curve to the LEFT,having a radius of 488.00 feel,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 feet 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 11'15'25'W,a distance of 22,87 feet to a point; THENCE along a curve to the LEFT,having a radius of 413.00 feet,a delta angle of 141615,and whose long chord bears S 4'OT18"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 feet,a delta angle of 7.3237,and whose long chord bears S 0'4578'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 feet to a point; THENCE along a curve to the LEFT,having a radius of 188,00 feet,a delta angle of 49'46'34',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 feet,a delta angle of 16'1541',and whose long chord bears S 43°40120'E,a distance of 173.11 feet; THENCE S 35°3729'E,a distance of 237.64 feet to a point; THENCE along a curare to the LEFT,having a radius of 288.00 feet,a delta angle of 21'43'50',and whose long chord bears S 46'2424'E,a distance of 108.58 feel; 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 17.55'35',and whose long chord bears S 48'18'31'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, Conttnued: to 6dubil A PROJECT No. 323-0.19Y 9arron•Stkark-Swif t T"Four(24)wide temp "C4*ud'im A=Eos mW S kmW m The 0-01s$,+v4— J.M.RIGGS SURVEY,ABSTRACT No.2616;H.T.&B.RR.CO.SURVEY,SECTION 7,ABSTRACT No,846 DAM 07/03/17 6221 3W4-1©-Ie—d,Bute 100 aW l* SHM F. Worth, Te"ore 70132 E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492 TenF.817.231.6100 1F)617.2318144 T..:11 Ftrm F-10990 iesn Re81s1 red Servet'Flrm F-10158000 PwW C-&*,Toes 8 O 10-1 vxnv.bermns lark.cam 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'OT18 and whose long chord bears S 55'27'45'E.a distance of 159.84 feel; 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 feet,a della angle of 39'3423',and whose long chord bears S 45'41'18'E,a distance of 194.99 feet; THENCE S 6528'30'E,a distance of 108.19 feet to a point; THENCE along a curve to the RIGHT,having a radius of 1012.00 feet,a delta angle of 3'04'45',and whose long chord bears S 63'56'08'E,a distance of 54.36 feet; THENCE S 62.23'45'I~a distance of 358.89 feet to a point THENCE along a curve to the LEFT,having a radius of 1488.00 feet,a delta angle of 14'33'52',and whose long chord bears S 69'40'41'E.a distance of 377.23 feet; THENCE S 76'5T37'I~a distance of 326.16 feet to a pont THENCE along a curve to the RIGHT,having a radius of 1012.00 feet,a delta angle of 8'3422',and whose long chard bears S 72'40'26'E,a distance of 151.28 feet; THENCE S 68'2315'E,a distance of 409.90 feet to a pont; THENCE S 70'54'33'E,a distance of 338.44 feet to a pont THENCE S 66'39'42'I~a distance of 186.64 feet to a point THENCE along a curve to the LEFT,having a radius of 388.00 feet,a delta angle of 28'12'32,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 chard bears N 39'20'39'E,a distance of 38.04 feel; THENCE N 28'06'04'E,a distance of 137.42 feet to a pont THENCE S 00'03'00'E,a distance of 50.87 feel to a pont; THENCE S 28'06'04'W,a distance of 92.56 feet to a pont; THENCE along a curve to the LEFT,having a radius of 33.75 feet,a delta angle of 25'0T54',and whose long chord bears S 14'29'24'W,a distance of 14.69 feet; THENCE S 5'22'14'E,a distance of 24.00 feet to a pont; THENCE S 84'3T46'W.a distance of 38.41 feet to a pont; THENCE along a curve to the RIGHT,having a radius of 412.00 feet,a delta angle of 28'4231',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 70'54'33'W,a distance of 338.08 feet to a pont; THENCE N 68'23'15'W,a distance of 410.43 feet to a pont; THENCE along a curve to the LEFT,having a radius of 988.00 feet,a delta angle of 8'3422",and whose long chord bears N 72'40'26'W,a distance of 147.69 feet; THENCE N 76'5T37'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 14'33'52',and whose long chord bears N 69'40'41'W,a distance of 383.31 feet; THENCE N 62'23'45'W,a distance of 358.89 feet to a pont; THENCE along a curve to the LEFT,having a radius of 988.00 feet,a delta angle of 3°04'45',and whose long chord bears N 63'5508'W,a distance of 53.09 feet; THENCE N 65'2830'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 39'3423',and whose tong chord bears N 45'41'18'W,a distance of 211.24 feet; THENCE N 25'54'06'W,a distance of 52.32 feet to a pont; THENCE along a curve to the LEFT,having a radius of 138.00 feet,a delta angle of 59'0T 18",and whose long chord bears N 55'2T45'W,a distance of 136.16 feet; THENCE N 85'01'24'W,a distance of 224.23 feet to a pont; THENCE along a curve to the RIGHT,having a radius of 212.00 feet,a delta angle of 45'40'40',and whose long lard bears N 62'11'04"W,a distance of 164.57 feel; THENCE N 39'20'44'W,a distance of 430.87 feet to a point; THENCE along a curve to the LEFT,having a radius o(488.00 feet,a delta angle of 17'55'35',and whose long chord bears N 48'18'31'W,a distance of 152.06 feel; Continued: ExhtdA Barron-Stark-Swlfft Twedy Four(24)Me ToWmirf Cafte hon Acm Easead d NuMed in IMrRaEcr la azo ayuz (11"t-,.a'- J.M.RIGGS SURVEY,ABSTRACT No.2611k,H.T.&8.RR.CO.SURVEY,SECTION 7,ABSTRACT No,646 DATE; 07103117 6221 60ulhweel Boulevard,Suite 100 Bad to No Foil Worth,100 T. 8(F)817.7]1.81824 7617 101 017.771.8 E GILLIS SURVEY,SECTION 8,ABSTRACT No.2492 Ten,Reghkxd E.gneam07Y F-10998 Q Taaea Ra9elwetl5 YFW.F-10158000 PmW Cm*,Taxes `/ O � 0 wv :117.d ale,k.com 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 21'4,750',and whose long chord bears N 46'2424"W,a distance of 117.62 feel; THENCE N 35'3729'W,a distance of 237.64 feel to a point; THENCE along a curve to the LEFT,having a radius of 588.00 feet,a delta angle of 16'1541',and whose long chord bears N 43'41720'W,a distance of 166.32 feel; THENCE N 51'48'11'W,a distance of 182.46 feel 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 26'54'53'W,a distance of 178.44 feel; THENCE N 2°01'36'W,a distance of 426.31 feet to a point; THENCE along a curve to the RIGHT,having a radius of 51200 feet,a della angle of 6'33'23',and whose long chord bears N 1'16'05'E,a distance of 58.56 feet; THENCE N 4'31'47'E,a distance of 470,11 feel to a point; THENCE along a curve to the LEFT,having a radius of 988.00 feet,a delta angle of 7'3237,and whose long chord bears N 0°4528'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 della angle of 14°16'15',and whose long chord bears N 4'07'18'E,a distance of 108.56 feet; THENCE N 11°1525'E,a distance of 22.87 feet(o a point; THENCE along a curve to the RIGHT,having a radius of 187.00 feet,a delta angle of 76'02'6V,and whose long chord bears N 49'1650'E,a distance of 230.38 feet; THENCE N 87'18'15*E,a distance of 330.44 feet to a point; THENCE N 86'46'13'E,a distance of 1338.84 feel to a point; THENCE N 86'30'28'E,a distance of 1564.02 feet to a point; THENCE along a curve to(he RIGHT,having a radius of 512.00 feet,a delta angle of 25'5742',and whose long chord bears S 80'3940'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(he LEFT,having a radius of 288.00 feet,a delta angle of 25'02'00',and whose long chord bears S 80'02'49'E,a distance of 124.83 feet; THENCE N 87'26'11'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 14'501',and whose long chid bears S 85°08'34'E,a distance of 99.97 feet; THENCE S 7743'16'E.a distance of 90.58 feet to a point; THENCE along a curve to the LEFT,having a radius of 38.00 feet,a delta angle of 94'3458',and whose bng chord bears N 54'59'12'E,a distance of 55.85 feel; 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 �Q G s......... oF�9 NOTES: CO* �N 7.)BEARINGS i COORDINATES SHOWN HEREON ARE REFERENCED TO THE TEXAS STATE PLANE JAMES CURTIS YARGER COORDINATE SYSTEM.NA.D.83 DATUM(TEXAS ...................... NORTH CENTRAL ZONE 42412)OERNED FROM A 5854 fin.• RESOLVED OPUS SOLUTIIONS. r • FES 5��••�O� 9N�1SUR�� JAMES CURTIS YARGER REGISTERED PROFESSIONAL LAND SURVEYOR STATE OF TEXAS WU SURVEYED ON THE GROUND 08.29.17 EWXA 11111a �OYhftwkeSwIff� Two*Faw g4)YMTe f&"W*vrAm Acm Eumeerl SkWed B the rna�cT ft 311-M 01""'I''"s„, °"°' J.M,RIGGS SURVEY,ABSTRACT No.2616;H.T.8 B.RR CO.SURVEY,SECTION 7,ABSTRACT No.646 VAX- 07/03/17 dft 8221 SwU-st 800everd,&Aa 100 SHM 40 l 17.231, 7'(F)8 701 32 E,GILLIS SURVEY,SECTION 8,ABSTRACT No.2492 tot EV 2], dF (F)b,2.29,SIN 10 of 1 Q� 'tart fle0i WM EnpmwNp Ftrm F•10090 •��.�. leve ReglNerW Surrey FMm f•t015M IIxWI�#Stl�,TeX56 wxw.berron.le,M.com i 50'VADE TEMPORARY E. CHUS SURVEY ° CONSTRUCTION N89 5T00"E (SEESET�) SECTION 8 ABSTRACT NO. 2492310.00' NO'03'00"W 0o------0 co • PARKER COUNTY TEXAS �� Q e . 116.48' w INSET I'=200' ca toF r TSrIE 8 J.E_BEGGS I j 8 =� I 0 0 rn VOLUME 209,PAGE 297 0 0� —� 1.01 ACRE voZE- D.R.P.C.T. S89°5T00"W i1 I TANKsrE �I Q� `�' 50,NOE 50.00' 11 �P�YY CONSTRUCTION �a POINT OF BEGINNING 11 Ls NT 0.97 ACRE w 1j I I (42.324 SO.FT.) ad `�'m " N:6963636.11 NO°OTOO"W F a J S89°57'00'W 0. �.� E:2239349.73 50.00' !I I 4 I NAD 83 TX-N CENTRAL I I I 260.00' ZONE 4202 J. COLE SURVEY • SECTION 8 �t� ABSTRACT NO. 1727 PARKER COUNTY, TEXAS •�:\\ APPROXOdATE ATE . .. 0% SURVEY LINE SURVEY Lm P. M I :\\ cn w CO rn �. G H.T. k B. RR. CO. SURVEY Li] H` \� SECTION 7 POINT OF COMMENCING w• ABSTRACT NO. 646 N:6960902.99 L4 C3 PARKER COUNTY, TEXAS E:2244480.98 w U V NAD 83TXNCENTRAL "1� ' 4 ZONE 4202 IF w w � OPEN CIRCLE INDICATES O 1/2'ORANGE CAPPED IRON ROD SET Li STAMPED'YARGER 5854' —— GRAPwc SCALE 1100' -- SOLID CIRCLE INDICATES str3a'ss,: 1 300 a 300 60 MONUMET FOUND'AS LABELED' 430.03 D Elt itl) PFAW rh ar3-sm 6221 Southwest Boulevard,Suite 100 W VTank SkFly(gFMWde �j, Fort Worth, Texas 76132 T° MaW te uae aft/V/17Barron�S�arkaSw�,{. (0) 817231.8100 (F) 817.231.8144 Texas Registered Engineering Firm F-10998 sw Com%Adng Enox= Texas Registered Survey Firm F-10158800 E GIWS SURVEY,SECTION 8,ABSTRACT No.2492 Tngs6d www.barmnstark.com FzkerCo"'Tem 1 of 2 .'.'_ LEGAL DESCRIPTION FIFTY(50)WIDE TEMPORARY CONSTRUCTION EASEMENT BEING a 1.06 acre Fifty(50)Fool Wide Construction Eassmant slhelad In the E.GILLIS SURVEY,SECTION 8,ABSTRACT Na 2492,Parker County,TOUR and bake a porion d that carp tract of land described In dud to J.E.Begs,recorded in Volume 20%Page 297,Deed Records,Parker County,Taxes,said Conskdw Easement being more particularly deuxlbed as follows: COMMENCING at a 112'orange capped Iron rod set stamped'Yarger 5854'In the weal 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-ol-Way Map for Farm To Market Highway No.3325,Sheet No.8,Dated 10/16197, from which a Taxes Department of Transportation(herein atter called'TxDOT')monument found In the east One of said Form To Market Highway No.3326 bears N 08.16'02'E,a distance of 856.94 feel,for reference and another TxDOT monument in said out One bears S 17.34'66'E.a distance of 430.03 feet,for reference,said POINT OF COMMENCING having a NAD 83,TX-N Central,Tone 4202 Grid Coordinate value of MONO902.99 and E2244480.96; THENCE S 89.02'19'W.leaving the weal Hne of sold Farmer Road,a distance of 604.28 fast to a point W Ilhs begkawkp of a curve to Bre right,whose radia is 1460.00 fast and whose long chord bears N 79.0444•W,a chord distance of 601.26 bet THENCE along said cove M a northwesterly direction,through a conlral angle of 2314656',an arc chlsace of 806.68 feet to a point THENCE N 67.11'48'W,a distance of 639.83 led to a point at Me bsgkw g of a curve b to let,wwhm radius Is 1540.00 feel and whose long chard bears N 72'24'66'W,a chord distance of 260.19 feet; THENCE along said ewe in a northwesterly direction,through a central anpb 0110'28'20',an are distance of 280.57 feet; THENCE N 77.3806'W,a distance of 875.41 foal to a point at the begkudng of a curve to tie let whose radius Is 1540.00 heel and whoss long chord bean N 86.18'59'W,a chord distance of 464.89 feel; THENCE dog sell curve In a norfhweslery direction,through a cantnl angle of 17'2148',an are distance of 466.67 fast to a pour; THENCE S 85'0008'W.a distance of 383.08 feet to a point at She begkuYng cis carve to the dghl,whose radius Is 1360.00 bet and whose long dant bears N 47.3126'W,a chord distance of 2004.55 feet THENCE along said curve In a northwesterly direction,through a central angle of 94'58'61',an arc distance of 2263.72 bat to e point THENCE N 00.0300'W.a distance of 767.44 feet to She POINT OF BEGINNING of In herein dowbod Construction Esssmenl,sold POINT OF BEGINNING having a NAD 83, TX-N Central,Zone 4202 Odd Ccordlnale value of N:6963636.11 and E:2239349.73; THENCE N 00103'00'W.a distance of 50.00 feet to a 112'orange capped keen rod ad stampad'Yerger 6864'at the southwest corns of to proposed 1.01 acre Tank Ste; THENCE N 89.6700'E,along the soutiw Noe of old proposed 1.01 acre Tank Site,a durance of 210.00 fest to a 112'orange capped kon rod set spmpad'Yaryv b864'at the southeast comer of said 1.01 we proposed Tank$Itis; THENCE N 00.03'00'W,along the east Ono at said 1.01 acre proposed Tank W a distance of 210.90 fest to a tilt'oaage capped Iron rod set alaapod'Yarger 5884'a(te northeast comer of said 1.01 we proposed Tank Sts; THENCE S 89'5700'W,along Uwe north One of said 1.01 acre proposed Tank Site,a distance of 210.00 feet to a 1W cranpa capped kon rod set stanped'YmW 5864'at Mat northwest cornar of said 1.01 acre proposed Tank Site; THENCE S 00.000'E,along the wast One of said 1.01 acre proposed Task Ste,a distance of 66.48 hal to a point THENCE S 89.6700'W,leaving Uhe west One of said 1.01 acre proposed Tank Site,a distance of 50.00 feel to a point THENCE N 00'0300'W,a durance of 1 Will feel to a point at We northwest comer of the hash described Temporary Construction Easement THENCE N 89'6700'E.a distance of 310.00(eel to o point at the ncrteasl owner of Ire harsh daaihed Terrporary CoasUudian Eaton" THENCE S 0010300'E,a distance of 310.00 feel to a paint at las southeast caner of be heroin described Temporary Construction Easement LINE TABLE THENCE S 89'67"00'W,a disionce of 260.00 feel to the POINT OF BEGINNING and conM*g 0.97 acre(42,324 square feel)offend. LINE No. LENGTH BEARING L1 504.26 S89'02'19'W 0 F L2 639.83 N67.1116'W L3 876.41 N77'38'O6'W �:Q :rP ...""""' ' •"' """ CURVE TABLE L4 383.08 895'WOe'W JAMES CU S Y GER "Y"""" """ l5 767.44 NQO'0300'W 0 54 CURVE No, LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH C1 605.56 1460.00 23'46'66' N79.04'44'W 601.26 210.00 N89.5700'E N�•SU �y C2 280.57 1540.00 10128120' N72'2d'56V 280.19 L7 210.00 N00'030014 JAM S CURTIS YARGER L8 210.00 889'67'00'W REG TEREO PROFESSIONAL. C3 466.67 1540.00 17'21148' N86.IV WIN 484.89 LAND SURVEYOR L9 66.46 S00'0300'E STATE OF TEXAS 054 C4 2253.72 1360.00 94.685i' N47.31'28'W 2004.66 Eldtlbll D PRWECr fid. 327-11r1 Doff= *.Swift WW"V Tarok SEIe Fily(54 f�aa(Wee Tengwjiy Cmc Mcb Easemal Sllr M 411110 �To DgEI 04/27/11" /27 I7 32216-u-.l ooWevoW.&A.loo Furl worn, T.t.. 70132 E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492 317331.4130 of 311R31.3144 2 of 2 T.."' ....11%Itl,.e fnyn,.An2 cin r•1o23o FaIIQBr Caalf�+Tela T.,..ReSlMeod Suety Fon F40111300 � ,wnl.l,m,ulula N.<o,n Q APPROXIMATE A 17°21'46" SURVEY LINEice R 1540.00' POINT OF BEGINNING ir,� �i���1° L 466.67 A 10°26'20" N:6960902,99 I oeal, T 235.14 R 1540.00' E:2244480.98 9 o 0 Ch B S86°18'59"EL 280.57 NAD 83 TX-N CENTRAL �w Ch L464.89' T 140.68 ZONE 4202 I t--- Ch B S72°24'56"E A 23°45'55" S77° Ch L 280.19' R 1460.00' I 3806"E 875.41, L 605.58 ' W;W _ N77°38'06"w 875 �",�. T 307.21 , 41 Ssj° Ch B S79°04'44"E wawe, 1186" ChL601.25 I I A 10°26'20"1.2 N6ya��F 63g ! x x " R 1500.00' 46'���v®3' f F A 17'21'46" L 273.29 63983, N89"02'19"E I S1°11'47"E R 1500.00' T 73.29 504.26' 40.00' L 454.55 __ � ' T 229.03 Ch B N72°24'56"W —S89°02'19"W-1 Ch B N86°18'59"W Ch L 272.91' 504.43' 40'WIDE WATER LINE TRACT A 23°45'55" ' Ch L 452.82' N H.T. & B. RR. CO. SURVEY 6.41 ACRES R 1500.00' SECTION 7 (279,276 SQ.FT.) L 622.17 I ABSTRACT NO. 646 PARKER COUNTY, TEXAS T 315.62 J.E.BEGGS Ch B N79"04'44-W ^ VOLUME 209,PAGE 297 D.R.P.C.T. Ch L 617.72' 1 d NOPEN CIRCLE INDICATES O 112"ORANGE CAPPED IRON ROD SET i STAMPED'YARGER 5854" ( t GRAPHIC SCALE 1"=40(f \` mow • SOLID CIRCLE INDICATES 200 0 200 400 MONUMET FOUND'AS LABELED' ` I ` � D EdMA PRO 7 Na 323-9392 6221 Southwest Boulevard,Suite 100 Wesbi&VEst F*(40)FodWdeftff mTmd Fort Worth, Texas 76132 Skswinte We 04/22/17 Barron-Stark•SW�,1s�y me sir (0) 817.231.8100 (F) 817.231.8144 H.T.B B.RR CO.SURVEY,SECTION 1,ABSTRACT No.646 CSS Texas Registered Engineering Firm F-10998 " COil31 , g� Texas Registered Survey Firm F-10158800 EGILLISSURVEY,SECTION 8,ABSTRACT No.2492 1 of 4 Tho-h- www.barronstark.com P,wr T N89°57'00"E --Q NO'03'00V 40.OU' 76.48' r SO.03-00-E 133.52' TANK 0�0 SITE rn�o� o9 Bo C'' 1p H.T. & B. RR. CO. SURVEY ZI ru) E. GILLIS SURVEY SECTION 9 A SECTION 8 ABSTRACT NO. 645 ABSTRACT NO. 2492 PARKER COUNTY, TEXAS PARKER COUNTY, TEXAS 40'WIDE WATER LINE TRACT J.E_BEGGS VOLUME 209,PAGE 297 9 6.41 ACRES D.R.P.C.T. > 1 (279,276 SQ.FT.) ® A 94°56'51" N .. 1 ® R 1360.00' ;1 w \\ L 2253.72 w Ix x T 1482.82 APPROM,TE w 1 w Ch B S47°31'26"E SURVEY UNE �1 17°21'46' E. FARMER SURVEYJ 1 R 1540.00' Ch L 2004.55' x x SECTION to \ Ulu L 466.67 ABSTRACT NO. 2387 H.T. & B. RR. CO. SURVEY QI¢ PARKER COUNTY, TEXAS N 94°56'51" �, SECTION 7211-5 T 235.14 ABSTRACT NO. 646 Ch B S86°18'59"E R 1400.00' PA \ �� RKER COUNTY, TEXAS 1 Ch L 464.89' N L 2320.01 \\�a� N85°00'08"E 9 T 1526.43 _� 383.08' GRAPHIC SCALE 1•=4W ChBN47°31'26"W , 077°38'06" ChL2063.51' `"------S8500'08"WT-- E 81541 200 0 200 400 383.08' 1 �N77°38,06"w 875.41' 1 D Equ1N1A PROJECT No. 323-9392 6221 Southwest Boulevard,Suite 100 WesbWeVEdF*(40)WIffixIeWskr neTred Fort Worth, Texas 76132 makfilft DAM 06/22/17 Barl'OAt•$i rk•S1AlIft (0) 817.231.8100 (F) 817.231.8144 KT.&B.RR CO.SURVEY,SECTION 7,ABSTRACT No.646 Texas Registered Engineering Firm F-10998 aWme SHELTT CUU"dngFmom S Texas Registered Survey Firm F-10158800 E.GIWSSURVEY,SECTION 8,ABSTRACT No.2492 2 of 4 T� y,a, www.barronstark.com �Teus 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 Right-o#-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 caged "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,said POINT OF BEGINNING having a NAD 83,TX-N Central,Zone 4202 Grid Coordinate 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 feet to a 112"orange capped Iron rod set stamped"Yaeger 58540,from which a TxDOT monument found the the east line of said Farm To Market Highway No.3325,bears S 19"13'57"E,a distance of 391.82 feet for reference and another TxDOT monument found In said east line bears S 13"42'03"E,a distance of 967.65 feet for reference; THENCE S 89002'19"W,leaving the west line of said Farm To Market Highway No.3325,a distance of 504.43 feet 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 feet and whose long chord bears N 79004'44"W, a chord distance of 617.72 feet, THENCE along said curve in a northwesterly direction,through a central angle of 23"4555',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 1/2 orange capped iron rod set stamped"Yarger 5854'at the beginning of a curve to the left whose radius 1500.00 feet and whose long chord bears N 72"24'56°W,a chord distance of 272.91 feet; THENCE along said curve in a northwesterly 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 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 86018'59"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 feet to a 112'orange capped iron rod set stamped"Yarger 5854"; THENCE S 85°00'08"W a distance of 383.08 feet to a 112 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"31'26"W,a chord distance of 2063.51 feet; 0 F (Continued) . rF ............................. JAMES CURTIS YARGER ..y...... .... .ti.. =. 5854 P S S 0�•OQ N�-SUR��� 94/ JAMES CURTIS YARGER REGISTERED PROFESSIONAL LAND SURVEYOR STATE OF TEXAS 1'6W 0 EdM A PROJECT No. 323-9392 I11wrornttwrk� 2wift Y diW V Eat Fade(q Fad W%WkIff Uv Tud 1111��„�� Sid"in to DATE., Ds 22 17 8221 Worth, BoWavas Sol.32 H.T.&B.RR.CO.SURVEY,SECTION 7,ABSTRACT No.646 aw tw E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492fo) ` Fort Worth, Texas 70732 Tex 917.237."fOO " 077.237.8}4) /��,,�, 3 of 4 Te.0 710yhler.1 EallaV 6 f-2 I-10180 P81t K`QU*'rem Tern 7iegblerad Survey FHn F-10159"00 www.henonal"rl.cam LEGAL DESCRIPTION A FORTY(40)FOOT WIDE WATER LINE TRACT (Continued) THENCE along said curve in a northwesterly direction,through a central angle of 9405651",an arc distance of 2320.01 feet to a 1/2'orange capped iron rod set stamped"Yarger 58540; THENCE N 00003'00"W,a distance of 940.97 feet 1/2'orange capped iron rod set stamped'Yarger 5854"at the northerly northwest corner of the herein described Water Line Tract; THENCE N 89°57'00"E,a distance of 40.00 feet 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 1/2'orange capped iron rod set stamped"Yarger 5854"at the southwest corner of said proposed Tank Site bears S 00°03'00'E,a distance of 133.52 feet for reference and a 1/2'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 76.48 feet for reference; THENCE S 00003'00"E,passing the southwest corner of said proposed Tank Site,and continuing,in all,a distance of 940.97 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 1360.00 feet 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,through a central angle of 9405651",an arc distance of 2253.72 feet to a 1/2"orange capped iron rod set stamped'Yarger 5854"; THENCE N 85000'08"E,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 1540.00 feet and whose long chord bears S 86018'59'E,a chord distance of 464.89 feet; THENCE along said curve in a southeasterly direction,through a central angle of 17°21'46',an arc distance of 466.67 feet to a 1/2'orange capped iron rod set stamped'Yarger 5854"; THENCE S 77038'06"E,a distance of 875.41 feet 1/2"orange capped Iron rod set stamped"Yarger 5854"to the beginning of a curve to the right whose radius is 1540.00 feet and whose long chord bears S 72'24'56"E,a chord distance of 280.19 feet;; 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 1/2'orange capped iron rod set stamped'Yarger 5854'; THENCE S 67°11'46"E,a distance of 639.83 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 1460.00 feet and whose long chord bears S 79004'44'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 feet)of land,more or less. 0F• , �P•**G1STEpFFa ............................. JAMES CURTIS YARGER 4Q/ oy.....................rf.•. 5854 REGISTERED PROFESSIONAL LAND SURVEYOR `9Np.F s STATE OF TEXAS W&I S U Rv k$1NItlt EIor/1 PNWECT No. 323-9392 s81T0 Wes191d9 V Ed fplr( Foot MAde Wafer 1199 Tnd Sided N the DATE: 06/22/17 8271 Soutl,wosl @T....d,570 100 H.T.8 B.RR.CO.SURVEY,SECTION 7,ABSTRACT No,646 am vie E.GILLS SURVEY,SECTION 8,ABSTRACT No.2492 sHar (0) Worth, Teres 70132 (0)EI7.23t,8100 (F)"17231.8 14J Te.,Rephlb-d Ergineerirg Frm F-fosao fid%,Texas 4 of 4 Tera.RplNered Survey FYm F-tO15E"00 vvvrw.6ettonslerN.com i E. CILLIS SURVEY SECTION 8 ABSTRACT NO. 2492 N89°57'00"E. N v, PARKER COUNTY, TEXAS W TANK INSET 1"=200' E-' SITE (SEE INSET) J.E.BEGGS !� W rn . VOLUME 209,PAGE 297 to b 1.01 ACRE o 0 �,y�@�• D.R.P.C.T. p o TANK SITE M o o C-4 (44,100 S.F.) o c, C� 17no 00 3 POINT OF BEGINNINGz; ' N:6963686.11 S89°57'00'W E:2239349.68 210.00' NAD 83 TX-N CENTRAL ZONE 4202 w J. COLE SURVEY r SECTION 8 & ABSTRACT NO. 1727 ' PARKER COUNTY, TEXAS APPROXIMATE APPROXIMATE SURVEY LINE SURVEY LINE G�. CO w cQ H.T. & B. RR. CO. SURVEY W r o N SECTION 7 POINT OF COMMENCING ' v, o ABSTRACT NO. 646 N:6960902.99 Q w E-o L4 c3 PARKER COUNTY, TEXAS E:2244480.98 u, L3 NAD 83 TX-N CENTRAL Ui ry_ ER cz ZONE 4202 N OPEN CIRCLE INDICATES O 112"ORANGE CAPPED IRON ROD SET c! u ' STAMPED"YARGER 5854" GRAPHICSCALE 1'=600' • SOLID CIRCLE INDICATES SIT°34'55"E \ 300 0 300 600 MONUMET FOUND"AS LABELED" 430.03' EXhlbll C PRWECr No. 323-9392 6221 Southwest Boulevard,Suite 100 Westside VTank SiteSituated inthe Fort Worth, Texas 76132 WE 07/31/17 BarroneStark•Swift Tex 8Regist .8100 (F) 817.m F-'10 44 E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492 �, �� , F,,,,.,,,Gt1S Texas Registered Engineering Firm F-10998 ++�• Texas Registered Survey Firm F-10158800 713 www.barronstark.com Parker Counl,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 08°1502"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 79004'44"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 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 94056'51",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. t�.••°F••T P.�'G�sTeR ��•� Fo N LINE TABLE JAMEESS CC .' S" °°•' °"'°• LINE No. LENGTH BEARING CURVE TABLE Y GER q °• 54° L1 504.26 S89°02'19"W CURVE No. LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH P�• 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 5 CURTIS YRGER REG TERED PROFESSIONAL L4 383.08 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% C4 2253.72 1360.00 94°56'51" N47°31'26"W 2004.55 13 Banton- ttook•Swlft Exhibit C PROJECT No. 323-9392 �F� Westside V Tank Site Situated in the s� DATE: 07/31/17 6221 Southwest Boulevard,Suite 1D0 E.GILLIS SURVEY,SECTION 8,ABSTRACT No.2492 9W Fort Worth, Texas 76132 (0)617231.6100 (F)617231.6144 Parker County,Texas /� ///'''��� Texas Registered Engineering Firm F-10996 _ / O� L Texas Registered Survey Finn F-10156800 L www.barron5lark.com NOTES y' r rra xcam Mani m uw�nw ., easrxe iXvwdxn rAwn¢.r w mxnoious m>xc art n rsvw11 un ua:o w nanrnax rviwam = yr nc wxws w ww nxvawwu rMum w w mrscM wgnmuxas aysmm m nc rmn. me oru oxo wa<w auu xor w icsnaxaac rw txr .—„:;-a.mi.+-ar+rz_2 � oxccwMr w mxumcss w wr artx Mvwrnox w _ IMrl61 . xFAI Ca1fCUEo N xANxO!F[M N11Itto ur[itFD�umi�n Cawu:Ow�fc[Ngnmam.w iwr b rum nawMARIWO�. r i w�'ie'�°nc wrami•x w'o v.Z n �o.�mor� vwvunaaw�n wl IT, W74nAMM _ a�.n ae�a�vmrm it rr'�an�.v x'R.emOwo m' W G, wnvwocvurruixr _ @ TM BENCHMARKS 7=11 +• n K A]W” ami :mosrt V� !��Kd[L�rt uls`v�iii�� y� �omfowmm s�� rw �1 -• - I t I CITY OF FORT WORTH.TEXAS WESTSIOE V IfWNCN WATER MAN EASEMENT E%H NT a Kim ey*Horn .r ,Rxr City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 3/20/2018 *;RN4 ry, 7;7._0340,1113, DATE: Tuesday, March 20, 2018 REFERENCE NO.: L-16108(Revised) LOG NAME: 21 PMD 100378 WATER TANK SITE CONDEMN SUBJECT: Adopt Resolution Authorizing Condemnation by Eminent Domain to Acquire 7.42 Acres in Fee Simple, 0.33 Acres for a Permanent Access Easement, and 9.16 Acres in Temporary Construction Easements from Property Owned by the J.E. Beggs Trust, 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 (PROPERTY LOCATED IN ETJ NEAR COUNCIL DISTRICT 3) RECOMMENDATION: It is recommended that the City Council: 1. Declare that negotiations between the City and the landowner to acquire 7.42 acres in fee simple, 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 (1720) and Farmer Road (FM 3325) in Parker County, Texas were unsuccessful due to the inability to reach a mutually agreed upon value for the property interest being acquired by the City; 2. Declare the necessity to acquire the various property interests for the Westside V Elevated Storage Tank and Water Main Project; 3. Adopt the attached resolution authorizing the City to use its power of eminent domain to acquire the property for the public use 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 property owner; 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: The land rights in the subject property are needed for growth improvements within west Fort Worth and its ETJ which require the installation of pump stations, water storage facilities and transmission mains in order to provide reliable water service to existing and proposed developments and as required for compliance with state regulations related to public water systems and operations. The transmission main will connect the proposed elevated storage tank to the booster pump station and the water infrastructure Logname: 21PMD 100378 WATER TANK SITE CONDEMN Page I of 3 installed as part of the Morningstar Development. An independent appraisal established fair market value for the various property interests in the total amount of$231,500.00. Negotiations were unsuccessful due to the inability to reach a mutually agreed upon value for the property interests being acquired by the City. Upon approval, a Special Commissioners' hearing will be brought to acquire the various property interests on the property. Fee Acquisition Water Tank Site 1.01 Acres Fee Acquisition Water Line 6.41 Acres 7.42 Total Acres 50' Temporary Construction Easement .97 Acres 10' Temporary Construction Easement 1.62 Acres 24' Temporary Construction/Access 6.57 Acres Easement 9.16 Total Acres Permanent Access Easement 0.33 Acres To approve this Mayor and Council Communication (M&C), the Council Member making a motion to authorize condemnation by eminent domain should say: I move that the Fort Worth City Council adopt the resolution authorizing use of the power of eminent domain to acquire 7.42 acres in fee simple, 0.33 acres for a permanent access easement, and 9.16 acres in temporary construction easements from property owned by the J.E. Beggs Trust, and 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, Texas, located approximately three miles north-northwest from the intersection of Interstate Highway 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 property is further described by metes and bounds and depicted by survey exhibits attached to this Mayor and Council Communication. 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. FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that upon approval of the above recommendations and award of commissioners, funds will be available, as appropriated in Water Department Project 100378. FUND IDENTIFIERS (FIDs): TO _ Fund Department dAccoun Project Program ctivity Budget Reference # moun ID ID Year (Chartfield 2 Logname: 21PMD 100378 WATER TANK SITE CONDEMN Page 2 of 3 CERTIFICATIONS: Submitted for City Manager's Office by: Jay Chapa (5804) Originating Department Head: Steve Cooke (5134) Laura B Morales (2311) Additional Information Contact: Roger Venables (6334) Logname: 21PMD 100378 WATER TANK SITE CONDEMN Page 3 of 3