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Home My WebLink About26-28877 - City Council - OrdinanceORDINANCE 26-28877 AN ORDINANCE DECLARING CERTAIN FINDINGS; PROVIDING FOR THE EXTENSION OF CERTAIN BOUNDARY LIMITS OF THE CITY OF FORT WORTH; PROVIDING FOR FULL -PURPOSE ANNEXATION OF A CERTAIN 312.354 ACRES, MORE OR LESS, OUT OF LAND SITUATED IN THE JONATHAN BURLESON SURVEY, ABSTRACT NO. 78, THE WILLIAM ROBINSON SURVEY, ABSTRACT NO. 1274, THE HENRY LANE SURVEY, ABSTRACT NO. 928, THE S.A. & M.G. RAILROAD COMPANY SURVEY, ABSTRACT 1479, IN SECTION 20, J WOOD SURVEY, ABSTRACT NO. 1921, SECTION 20, G.E. AND A.H. TANDY SURVEY, ABSTRACT NO. 2355 AND IN SECTION 19, HOUSTON TAP & BRAZORIA RAILROAD COMPANY SURVEY, ABSTRACT NO. 654, PARKER COUNTY AND TARRANT COUNTY, TEXAS, AND BEING A 209.0 ACRE PORTION OF INTERSTATE 20 (A VARIABLE WIDTH OF RIGHT-OF-WAY) AND 12.06 ACRES OF BENTLEY BRIDGE ROAD (A VARIABLE WIDTH OF RIGHT-OF-WAY), (CASE NO. AX -26-004) WHICH SAID TERRITORY LIES ADJACENT TO AND ADJOINS THE PRESENT CORPORATE BOUNDARY LIMITS OF FORT WORTH, TEXAS; PROVIDING THAT THIS ORDINANCE SHALL AMEND EVERY PRIOR ORDINANCE IN CONFLICT HEREWITH; PROVIDING THAT THIS ORDINANCE SHALL BE CUMULATIVE OF ALL PRIOR ORDINANCES NOT IN DIRECT CONFLICT; PROVIDING FOR SEVERABILITY; AND PROVIDING AN EFFECTIVE DATE WHEREAS, the City of Fort Worth ("City") has received a petition in writing from Walsh Ranches Limited Partnership and MD IND P1, LLC ("Owners"), requesting the full -purpose annexation of 312.354 acres of land as described in Section 1 below (the "Property"); and WHEREAS, the hereinafter described Property is in the City's exclusive extraterritorial jurisdiction and is adjacent to and adjoins the City; and WHEREAS, Subchapter C-3 of the Texas Local Government Code permits the City to annex an area if each owner of land in an area requests the annexation; and WHEREAS, in accordance with Subchapter C-3 of Chapter 43, Section 43.0672 of the Texas Local Government Code, the Owners and the City negotiated and entered into a written agreement, City Secretary Contract No. L (GO2 , for the provisions of municipal services in the area; and WHEREAS, the Property is contiguous to 209.0 acres of Interstate 20, a TxDOT right-of- way and 12.06 acres of right-of-way known as Bentley Bridge Road; and Ordinance No. 26-28877 Page 1 of 36 WHEREAS, in accordance with Section 43.1056 of the Texas Local Government Code, the City may annex with the area to be annexed under Subchapter C-3 the right-of-way of a street, highway, alley, or other public way or of a railway line, spur or roadbed that is contiguous to the area being annexed; and WHEREAS, the City conducted one public hearing at which members of the public who wished to present testimony or evidence regarding the Municipal Service Agreement and Full - Purpose Annexation were given the opportunity to do so, in accordance with the procedural requirements of Section 43.0673 of the Local Government Code on September 29, 2026, at the City Council Chambers; and WHEREAS, the City Council finds and determines that annexation of the Property hereinafter described is in the best interest of the citizens of the City of Fort Worth and the owners and residents of the area. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FORT WORTH, TEXAS THAT: SECTION 1. That all portions of the Property, collectively comprising approximately 312.354 acres of land, are hereby annexed to the City of Fort Worth as a part of the City for all municipal purposes, and the city limits are extended to include such Property being all that certain land particularly described in Exhibit A-3, (Tract 1: 62.46 acres), Exhibits B-8 and B-9, (Tract 2: 244.1 acres) and Exhibit C-3 (Tract 3: 5.794 acres) and attached hereto and expressly incorporated herein in this ordinance for all purposes. SECTION 2. The above -described territory is shown on Map Exhibits A-1 and A-2 (Tract 1: 62.46 acres), Exhibits B-1 through B-7 (Tract 2: 244.1 acres), and Exhibits C-1 and C-2 (Tract 3: 5.794), attached hereto and expressly incorporated herein by reference for the purpose of depicting the location of the hereinabove described territory. SECTION 3. That all portions of the roads and rights -of -way, collectively comprising approximately 221.06 acres of land, are hereby annexed to the City of Fort Worth as a part of the City for all municipal purposes, and the city limits are extended to include such roads and railway rights -of - way being all that certain land depicted as on Exhibits D-1 through D-4 (Bentley Bridge Road) and Exhibits E- 1 through E-7 (Interstate 20, TxDOT right-of-way), and described on Exhibits D- 5 and D-6 and Exhibits E-8 and E-9 attached hereto and expressly incorporated in this ordinance for all purposes. Ordinance No. 26-28877 Page 2 of 36 SECTION 4. That the above described territory in Sections 1 through 3 are hereby annexed shall be part of the City of Fort Worth, Texas, and the property so added hereby shall bear its pro rata part of the taxes levied by the City of Fort Worth, Texas, and the inhabitants thereof shall be entitled to all of the rights and privileges of all the citizens in accordance with the Municipal Services Agreement and shall be bound by the acts, ordinances, resolutions and regulations of the City of Fort Worth, Texas. SECTION 5. That the Municipal Services Agreement attached hereto as Exhibit F is approved and incorporated into this ordinance for all purposes. SECTION 6. This ordinance amends every prior ordinance in conflict herewith, but as to all other ordinances or sections of ordinances not in direct conflict, this ordinance shall be, and the same is hereby made cumulative. SECTION 7. It is hereby declared to be the intent of the City Council that the sections, paragraphs, sentences, clauses and phrases of this ordinance are severable, and if any phrase, clause, sentence, paragraph or section of this ordinance shall be declared unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs and sections of this ordinance, since the same would have been enacted by the City Council without the incorporation in this ordinance of any unconstitutional phrase, clause, sentence, paragraph or section. SECTION 8. The City Council hereby declares it to be its purpose to annex to the City of Fort Worth every part of the areas described in Sections 1 through 3 of this ordinance, regardless of whether any part of such described area is hereby not effectively annexed to the City. Should this ordinance for any reason be ineffective as to any part or parts of the area hereby annexed to the City of Fort Worth for full purposes, the ineffectiveness of this ordinance as to any such part or parts shall not affect the effectiveness of this ordinance as to the remainder of such area. Ordinance No. 26-28877 Page 3 of 36 SECTION 9. This ordinance shall be in full force and effect upon adoption. APPROVED AS TO FORM AND LEGALITY: By"t1\ALIM4l/UY1 _____ Melinda Ramos, 7aniette S. Goodall, Deputy City Attorney /Cit Secretary ADOPTED: September 29, 2026 EFFECTIVE: September 29, 2026 ° ° ° or Ordinance No. 26-28877 Page 4 of 36 EXHIBIT A-1 (Treace 1) BENTLEY BRIDGE ROAD (110WIDTH RIGHT—OF—WAY) 14ts'?f."E DOCUMENT NO. 0222256547 O.P.R.T.C.T. sr {� 7�u�er Nso'oc•cc'� p CW a I QI T�?k NQ�jaF=fir= u .: u � O C➢ 62.46 ACRES 2,720.598 SQUARE FEET tj 0 WALSH RANCHES UMITED PARTNERSFOP VOLUME 1699. PAGE 1765 O.R.P.C.T. VOLUME 12624. PAGE 92 '«7 D.R.T.C,T. { ;n O s,' nfl IO F OUND /t—IrO4 ON RC0 U1H 0 56'OT r s5CtLLOW CAP STAUPD 1i1 R=13,947.17' L=235,53' A" o CH=SO' 29' 02 E 235.53' (� Cw LiNIE APPROXIMATE LCCATl9v . tifl7'G11E zz OF ABS171ACT LINE 110,02' 0 A metes and bounds description of even date ' . this plat_j. 811 SCALC FEET The basis of bearxKs for this survey is the Tex s 1'* 300 State Coordinate System, North Central Zone, CAMD 119, 4 ACRES LC based upon GPS measurements. pistancvs and ( MD Ut P1. NO. wens hereon art surface values. A combined sole DD225171 N0. factor O1O ."924462415 was used for this I 02 251 71 388 Protect o.P.R.T.C.T. MATCHLINE SEE PAGE 3 OF 4 s --- D.RP.C.T. * Deed Records, Parker County, Texas pLT.C.T. . Deed Records, Tarrant County, Tasat OJ.R.T.C.T. ■ Official Public Records, Tarrant County, Texas SURVEYOR'S CERTIFICATE: hereby certify that this map is based an an accurate HAL M OLLE'' K O:' survey of the property made an the ground under my A DUNAWAy #-a ,, s5otltreylwelws.slste4ot►. Fartwanh 7slor .Hal0;l; i { Date U R l ' s $l?A1&Il2l Registered Professional Land Surveyor --/' YF7tAS EC'1S1SIJRtiEYf1G (KM NO I I9bl°o Stott of Texas, No. 5439 2001169.039 PAGE 4 of 4 M Ordinance No. 26-28877 Page 5 of 36 Exhibit A-2 (Tract 1 Continued) MATCHLINE SEE PAGE 4 OF 4 62.46 ACRES n 2.720,598 SQUARE FEET II '_ CALL ACRES ED D Pl, LLC DOCUUENT NO. D225171358 O.P.R.T.C.T. 4 8 BENTLEY BRIDGE ROAD xA (116 1MDTH RIGHT —CF —WAY) DOCUMENT NO D222256547 O.P.R.T.C.T. POINT OF BEGINNING sI Fain $/6-INatf MOB+ ROO 01111 r too 5/1N-p.c /ION ROD AADE3 WD 1CAC* CAP STAMPED 'o4NAIAY NbJY'i li1�W� 533, A9] ASSQC 9e5 t•? 2.7,1e I N<99'E O 54 CIC I ` lz WALSH RANCHES UM17M PARTNERSHIP VOLUME 1699. PAGE 1765 D.R.P.C.T. VOLUME 12624. PACE 92 D.R.T.C T. e .loo' CI d� Y. 30w LOCH" Ix Aas1RACr IAE UNION PACIFIC RAILROAD D.LP C.T a Deed Records, Parfet County, Texas D.R.T.C.T. a Deed Records, Tarrant Calory, Tease O.P.tTC.T. s Official public Records, Tarrant County, Texas A metes and bounds desaction of even date aocomoaroes Mix Dlat The bars of bearing for this rvey is the Teas Slate CO.rd'wate System North Ceetral Zone. based upon GPS measuremv. . Distances and areas hereon are surface values. A combined scale factor of 0.999"662415 was used for this project. FOUiD S/6 -Not FO ROD' _ I WBI 7E11Aw CAP rewcf ---- - 'DulamT ASSOC* (yam ALEDO ROAD I wOTfi _oF-WAV) SURVEYOR'S a RTIFICATE: I hereby certify that this map is based on an sorurate survey of the atoperty made on the pound under my CONAW,AY .;,,�_ r"• ,.. 02112616 5wkmyAreNue•lUe •ww0v T 14101 !W><6eenMstf Qetee Tat :I t l 111 Rejistered Prd as sral land Surveyor few RECl51ief7 SLRVEt'1NG rw" r 0 fwwmrw Stan of Texas. Ho. 5439 OF l �P 0`S*FR 7 HAL MOLLENKOPF l4Jy 1y suR'I 2001169.039 PAGE 3 o14 Ordinance No. 26-28877 Page 6 of 36 Ordinance No. 26-28877 Page 7 of 36 Exhibit A-3 (Tract 1 - Continued) METES AND BOUNDS DESCRIPTION BEING a 6244 awe pared d of land situated as the Wiliam Robinson Survey, Abstract No 1274 and the Henry tone Surrey. Ah treed No 926, Tarrant County. Texas and being a portion of a tract of lead deun'bed ire deed to Walsh Ranches limited Partnership. as recorded in Volsane 1699. Page 1765. Deed Retards of ►arkr County, Texas (D*.P.C.T.) and Volume 12621, Pape 92. Deed Records of Tarrant County. Texas (D.R.T.C.T.). said 4246 airs being more parties lady demifed by metes and bounds as fadows BEGINNING at a point for comer in said Walsh Randers tract said warner being an the west rightrsfway lint of Bentley Bridge Road (a 110' width rigttol-way), as seconded in Document No. D22.12S6S47. Ofiiciat Pubic Records. Tarrant County. Tens (OP ,R.T.C T.), from +Midi a found S1t inch iron rod with yetew cap stamped "D4UANWAY ASSOC:' rt ser stoned to as 5/Rends YCNI) fora point on the common east rigbraf way Inc of said Bentley Bridge Road and the Nest fine of a called 119.4 acne tnd .hand deservhed in deed to MD MID P1.11C. as recorded as Docut ndht No 0225171366, O_P.LT C T bears North 54 degrees 39 minutes 19 seconds tact, a distance of 134,8'8 feet said POINT OF KGMMNING being locatable by NA013 Grid C crdihatw Na USUOS-IL Es 2 24&52633: THENCE Nath 90 degrees 00 minutes 00 seconds West, departing the west riglatoof-way fine of said Bentley Bridge Road, acraas said Walsh Ranches tract a distance 364.00 feet to the beginningof a crave to the right having a radira of 1,50000 Feet, a central angle of 24 degrees Si minutes 32 second: and a chord bearing of North 77 degrees 32 coroners 44 seconds West_ a distance .164119 fort, from arbieh a found 5/1-inch M fo Yr she seutlrwest sterner of said MD 0 0 tract and the southeast terminus of A edo Connector Road (60' width nigh o(way), as taco died in Document No. 222256547, O.R1l.T.C.T. beaus South 3S degrees OS nhinutes 30 seconds East a distance at 1.216.21 feet THEM Northwesterly ly continuing along said curve to the left and across said Waldh Ratchet tract an arc length .1 65212 fort for the end of said curve, 1)*NU core nwsg scoot said Walsh Ranches tract the fchowing courses and distances: North 65 degrees 05 minutes 21 seconds West, a distance of 14.05 feet to point fat corner North 00 degrees 00 minutes 05 seconds Ease. a distance of 2,65516 feet to point for censer; North 24 degrees 16 nursutes 26 seconds East a durance of SS AOfeet to pant for the begnninng of a non -tangent curve t. the left having a raad'ws of 1,750.00 feel a central angle of 24 degrees 16 minutes 26 seconds ends sherd bearing of South 77 degrees 51 minutes 47 seconds East a Astanee .571517 fort Southeasterly along said curve to the left and continuing aware said Wabh Ranches tract, an arc length of 741.40 feet for the end of said curve. North 90 degrees 00 minutes 00 seconds East a distance of 235.51 feet to a pant corner on the wrest righht-afway line of said Bend" Bridge Road: THEM South0Odtgrees 51 miners 03 secanda East along she wait rigls of.way line of said Bentley Bridge Rod, a distance .1135457 feet to the beginning at a curve to the right having a radius of 13,947.17 feet a era tral angle of 00degeees SI wskwws 03 seconds and a chord beating of South 00 degrees 29 minutes 0S seconds t ast, a distance M 235.53 fret. from whits a found 5/6tindh TOP on the cast right-of-way line of sad Bentley Bridge Bead and the northwest corner of said MD RIID tray bears Nash 29 degrees 01 snearte 57 seconds last, a distance 11002 feet: THENCE Southeasterly along said curve ao the right and the west rrgletel-way line of said Bentley Bridge Road, an arc length 4f 23553 feet for the end of said cum; THEM South CO degrees 00 minutes 00 seconds East Continuing along tt teen rigtd.oFvray line ofsaid Bentley Bridge Road. a distance of 1.127.71 feet to the P0011 01 BEGINNING and containing 2.720.398 square feet or 6246 awes of land more or less. The basis albearings for Chia survey is the Tema State Coordinate System. North Ceatrrat Zane,r�HrZ� based upon GPS measurements. Distances and areas hereon aft surface valises, A e mbiehed scale Facer of 0.99964462415 was used for this projecs (1,t0..LENK(7PF of con dateqr. ' _ this meets and SURVEYORY CERTt7CATi _ 1 hereby certify tut this map is based on an accurate wreeyol the property made on the ground under my `DUNAWAyf p =1 i 1Wft AvWW Itfie � r Fist Ytelt t 74I W� Tel: Bt7MI sm Registered Professional Land Surveyor IDIA3 RI:GB1I 331 RMEYNG Figs NO. 1 MIM State of Texas. No. 5439 Exhibit B-1 'may �rESSn4� y� ° suave 2001269.039 PAGE I Of 4 P Ordinance No. 26-28877 Page 8 of 36 (Tract 2) INTERSTATE HIGHWAY 20 N SEE (VARIABLE WIDTH RIGHT -CF -WAY) VOLUME 1152. PACE 1031. D.R.P.C.T. SEE SHEET 9 SHEET 4 r ��- 0tPJTOF� - S - SEE SN££4 a BENTLEY BRIDGE ROAD (110' WIDTH RIGHT—OF—WA1f) DOCUMENT NO. 0222256547 0, P.R. T.C. T. moo' 1 L r �-a Ft1T L loan 561 SHEET ? A metes and bourdt description of even date this ptaR BEGINNING ! _ FOUND 5/6-6'.GI IRON ROD SEE SHEET S r`ALEDO CONNECTOR 3OAD (60' MOTH RICHT-OF-wAY) DOCUMENT NO 0222256547 O.P,R.T.C.T ti l ALEDO ROAD' (VARIABLE WIDTH RIGHT —CF —WAY) SEE SHEET 6 The basis of beesings for this swvey 6 the Texas Statecoordinate System, North can"at Zone. SVRY6YOR'S CERT1PICATE: based alpah GtK t>ittes and i hereby certify that this map is based on an accurate areas hereon are surface vahres. A combined scale survey of the property made on the ground under my{ facto.400999sesstus was used for tlas protect 02/1228 RUNAWAY Surver WO Itaey Avww • 1I u 40D • ►ai Worth, Tom T6tO7 State of Texas, NO. 5159 IN:1117]1 1I2I WAS REG5IfiIfD SURV6fP G IPM NO, 12$8t0 Exhibit B-2 (Tract 2 - continued) QF �f ?AL �ISTfN 9 MO1J.ENKOIF °t+ 5439 r" Q 2001169.039 PAGE 3 0f 9 Ordinance No. 26-28877 Page 9 of 36 D.R_P.C.T. : Deed Records, Pater County Texm DA.T.C.T. = Deed Records, Tarrant County, Texas O.P.R.T.C.T. = Official Public Records, Tarrant County, Texas 0 3W I 1p� Yawl ._ SCALI riff 1'. 300' WALSH RANCHES UMIIED PARTNERSHIP VOLUME 1699, PAGE 1765 ' D.R.P.C.T. VOLUME 12624. PAGE 92 D.R.T.C.T. U. 0 Ol U —" I Q d %W/1 z INITERSTATEARM8LE HIGHWAY 20 IWDT VOLlJM 1152. PA f131. 0RPCh () �•E 589'57'53E 352 28' N 74'2739"E 1StI ,�pti1 A metes and bounds desuiption of even date acconsanies did past The bass eta 'a for this survey is the Texas State Coordinate System, North Central Zane, based upon GP S musurerrlenti Distances and areas hereon are surface roans. A combined scale factorof0. 93R4462ai5 was used for this project. APPROXIMATE LOCATION - OF ABSTRACT UIE AfiaNOnµAiE LtCA140h — OF ABSTRACT LPE� r4ArE L,,; .T .c AL ,TRAT GEORGEW. 3I7LACT SS3'31`'ti F„��C65.72, ABSTRACTNGL 1872 POINT OF --� ""'�+'• BEGINNING CALLED 2.949 FOUND s/°-INOI nisi ROD ACRES I N'03 GRD '1RACT 2" !46,O57.' 3327 DRY RANCH, LLC 244.1 ACRES ``'''°"'it 10 DD 101159 10.633.090 SQUARE FEET O.Ph72.R,T,C.T. WALSH RANCHES LIMITED PARTNERSHIP VOLUME 1699, PAGE 1765 D.R.P.C.T. VOLUME 12624, PAGE 92 D.R.T.C T. MATCHLINE SEE PAGE 5 OF 9 CALLED 100.6611 ACRES Poem tae ] MARKUM LAND PROPERTES. LLC DOCUMENT NO. 0217100297 _/ — —,— DEC) UNC O.P.R.T.C,T. CALLED 5.146 ACRES CITY FORT WOR1 500100'24W DOCUMENT NO NO. 02210154133 /5,288.60' O.P.R.T.C.T. .,• . SURVEYOR'S CERT1FKCATE_ I herby certify that this map is based an an accurate survey of the property made an the ground under my DUN WAy sao Sour A.rua • sun a1D • For wart, 1 71107 A MI�q�P�� Dole TAP 1117:s�1121 Registered Professional Land Surveyor Rim REGISTER) S* VETMG FPM NO. 10096100 start of Tens, No. 5159 Exhibit B-3 (Tract 2 - continued) ,�P �esTf4 q HAL M0LLENK0PF 9 �'oF5439 �P y iss5a 1 SURVE ,1 2001169.039 PAGE 4 of 9 Ordinance No. 26-28877 Page 10 of 36 MATCHLINE SEE PAGE 4 OF 9 ■ 0aD UNC -/ 0.R-P.C.T. - Deed Records, Parker county. Texas D.R.T.C.T. c Deed Records, Tarrant County, Texas O.P.R.T.C.T. a Official Pub Records, TwraM County, Texas A metes and bounds description of even date accompanies this plat. 0 JD0' The basis of bearings for this nuvey ts the Texas r �a ris State Coordinate System, North Central Zone, SIC�AI,E r based upon GPS measuremenhx. Distances and areas hereon are surface values. A combined scale factor of 0.999i446241S was used tot this project. ,lsI,a $4$ l ��h�AO��ac v' 4?1 00 V w 244.1 ACRES 10.633.090 SQUARE FEET AOSTRACT uK N W wALSH RANCHES LIMITED Z PARTNERSHP z VOLUME 1699, PAGE 1765 = D.R.P.C.T. VOLUME 12624. PAGE 92 D.R.T.C.T. �.sN acv n r N � Bug° #9STRACT UK cdj .,. oao LIME J — — Dom UNE CALLED 119.4 ACRES MO M+d) P1. LLC { DOCUMENT NO. D225171388 10 q%B n O.P.R.T.C.T. ��00- ►- �Z v ca F MATCHLINESEE PAGE 6OF9�� SURVEYORS CFRTIflCATE: 1 I hereby certi fy that tAis nnap is based on an accurate4 HAL M 0LLEK 0'F �rt*r survey of the property wade on the pound under my P Q 54 39 r 4 Ff 1)UNAWAV i� 1' r�� 0012rm 9�G�ry$' V ro i� $60 odry Mara • Sfii 4OD - Four worth lrao 76107 MQNfllhdpf pile %ft U"7112$ ttepsteced Professional Land Surveyor tE1tw1 Rf�CiISiEI SURvt 1tNG FRsA r+o.lggf6100 sate of Texas, No. 5439 2001169.039 PAGES of 9 Exhibit B-4 (Tract 2 - continued) Ordinance No. 26-28877 Page 11 of 36 MATCHUNE SEE PAGE 5 OF 9 D.R.P.C.T. a Detd Records, Pater County, Texas D.R.T.C.T. - Deed Records, Tarrant County, Texas OlA.T.C.T. • Official Public Records, Trravn County, Texas A metes and bounds description of even date accompanies this plat 0 !00 The basis of beatings for this survey is the Texas 1 tar State Coordma t System, North Central zone, SCAtL FE T based upon GPS maasurertlalas. Distances and !00 areas hereon are surface values. A combined scale fatlor of 0.l9lfaa62a1S was used for this pro}act. APPRO5NA1E ABSSTRACT U� IT X21'34'23' ArpaoquAg u, R=1.000.00' L=376.52' f LOMt1oN or ABSTRACT UI N O CH -N57' 47' 5YW 374.30' 1 � / - W a ty CALLED 119.4 ACRES N MD IMO P1, LLC u.l DOCUMENT NO. 0225171388 z 0.P.R.TC,T. 8 � ( 10 244.1 333 � ACRES SQUARE FEET O. C4 x19 1 1 IABSTRACT LNE F D s/9 -INCH RON R o *M1 Iti10* C,P STAMPED 'OWIAWAY ASSOC' NbJ:35��R• L ALEDO ROAD 46 .07• (VARY ►N01)f + fT_0F_yyA� o 7742 * 2 02 rcu. V —NON E PON ROO IN CU+".5lEit SURVEYOR'S CERTIFICATE: thereby cur* that this map is based on an accurate survey of the property made on the Lround under my DUNAWAy 0211?l26 SW Ro14� Averllm • SLAM AIDD • Fan walk. taro 7.6107 Ni111MNN�Rjr Date IYt/17JBl.Itl1 Rt<istend Pr0f4SatitLand Surveyor TRW RFGVTMM WtYEMWG %iu NO.10096100 State of Texas, No. 5414 Exhibit B-5 (Tract 2 — continued) HAL 410LLENK0' F f SuR"E 2001169.039 PAGE 6 of 9 ■ Ordinance No. 26-28877 Page 12 of 36 MATCHUNE SEE PAGE 8 OF 9 N I •iO1 f41T UJZ ABSTRACT LE I via~nrV-'-, � aQB�?li"OO�yT�' �� •- O �n � BENTLEY BRIDGE ROAD W WQpd (11 DWIDTH RICHT OF—wAY) DOCUMENT NO D222256547 65�agti$ O P.R.TC.T. 4 g ,1�d Z WALSH RANCHES LIMITED I �� PARTNERSHIP VOLUME 1699. PAGE 1765 D.R.P.C.T. I 5/e—tnCH r a0o wTl4 VOLUME 12624. PACE 92 �FOU%u 1ELLow CAP TAtrpE6 S Dw AS5QC' D.R.T. C. T. Fauo .-832B24 Ct,T R-5O.CO' L-72 54' 04=N41' 43 43"W 66.57' I 'J .1+920650" R-255.04' L=LtOC2' CH -N37' 24' 02'W 367.27' 5083923W '96 62' D 300 ►uOO 5/-P.Ui ROM RG0 WTM a i rtLLOW CAP -.O h 'D$ AWAY ASCC ASSCC' =` F ALEDO CONNECTOR ROAD (60' WITH RIGHT—OF—WAY) DOCUMENT NO. 0222256547 ftn0 O.P.R.T1.C.T. tROv Roo MTM UNION PACIFIC RAILRO D rtiiw cap ✓ws""�"'�-+— �0y11AWAr ASSOC (VARIAN MfDT1f RIGHT—OF—WAY) r( 4 ALEDO ROAD (A9 WIOTrI R7CHI.OF—WAY ) D.R P.CT. a Deed ntcords, ParlerCounty, Texas D.R.T.CT. . Deed Records. Tarrant County, Texas OpJLT.C.T. ■ Official Public Records Tarrant Co", Texas A metes and bounds description of even date accomparies d$.L The base of bearings for this survey a the Texas Slate Coordinate System, North Central Zone, based upon GPS measurements. Distances and areas hereon are surface values. A combined scale factor of 0.999844f241S was used for this progect_ SURVEYOR'S CERTIflC ATE_ I hereby cetify that this map is based on an accurate . fir sarvh of the property made on tie d,ovtd order my DUNAWAy 02,1 3sD9aarrA.aram.su.raD.roc+norm.taro♦mm ►sal�V�0* Duet a17.1121 Registered F ssional Land Surveyor RXAS eto1itftM tt0tVFf iG rpM N0. IO09SI00 State of Texas, no. 5439 Exhibit B-6 (Tract 2— continued) 0n LL O LO LU a W W LU z U m 1E or fF 'gyp tr 5 T 'P �9 HAL !.I0LLENK0PF y Essl� G SUR14 . 2001169.039 PAGE 7 of 9 Ordinance No. 26-28877 Page 13 of 36 MATCHLINE SEE PAGE 9 OF 9 OJt.V.GT_ = Deed Records, Parker County, Texas N021 2'38E_'' D.R.T.c T. - Deed Records, Tarrant County, Texas 781.00' O.P.R.T.C.T. - Official Pubic Records, Tarrant County, Texas 3'IO'491 R=945.:2' L=52.46'—' CH -NO' 37' 11`E 52.45' voClCoilO ,,r►OO,�P�'� I 244.1 ACRES o+ (K`" I 10,633,090 SOUARE FEET 0 WALSH RANCHES LIMITED s!1 PARTNERSHIP W cup VOLUME 1699, PAGE 1765 WALSH RANCHES LIMITED io D.R.P.C.T. PARTNERSHP VOLUME 12624. PAGE 92 ty VOLUME 1699. PAGE 1765 D.R.T.C.T. w D.R.P.C.T. I I,) VOLUME 12624, PACE 92 I D.R.T.C.T. S = u Z Q BENTLEY BRIDGE ROAD I 0 3D0' (VARIABLE WIDTH RIGHT —CF —WAY) DOCUME(T NO. 0222256547 II E HEFT O.P,R.7 C.T. SCAL �•� 30c' IR,]IY Pct MRI i'y1,A4TE L" -•TI:;', tfLOw UP •{ '0LPa ay +': :r a. ,Tact T Ul R-14,057.17' L=237,39' I — CHnN0' 29' 02'W 237.39'V6Y APcROxryl81E CA9ov--- NSA TMO• of AesTRsCT LNE P+^ A metes and bounds description of even date Feuko D, tea. _H CALLED 119.4 ACRES actorapaniesthispRat, PO4 �.•; RTH AM. -M CA- !T+UI C_ MD 140 P1. LLC The WeisafbeatintsforthissurveyistheTexn isr DOCUMENT NO. state Coordinate system, North Central Sane, ( S 0225171388 based upon BPS mtamureruarus. Deland lb a; d.P.R.T.C.T. areas heat are surface values. A ccenbined sale ti factor of 0.99984462115 was used for this Project. I $ ^ 0 F 1� T MATCHUNE SEE PAGE 7 OF 9 SURVEYOR'S CERTIHCATE: I hereby oeltdy thatthis map is based on an accurate HAL M0L1.ENK0PF ' Nov" of the property made on the ground wider My f S 39C )/ i DUNAVVA ' AM Idry wvarxm • EIAu 4W • ran woTn4 i�.v 1N01 11x1 hMs1M� ftv Date $ U R r to m1 1121 Re st«td Proftssian-E and Surveyor 1o1As 1� FM NO.loos'elao state of Texas so. 5439 2001169.039 PAGE 8 of 9 Exhibit B-7 (Tract 2 — continued) Ordinance No. 26-28877 Page 14 of 36 1 WALSH RANCHES UMIIED PARTNERSHIP pl'' VOLUME 1699. PACE 1765 VOLUME12624. PAGE 92 01►1' 33p�o� D.R.T.C.T. � F U- ASS11tl1 lMK 1a W - \ U 1► \ INTERSTATE HIGHWAY 20 z z Vr No01 (VARIABLE MD IH RIGHT—OF—WAY) VOLUME 1152. PACE 1031, O.R.P.C.T. V 7427'39E 15' ,s>• 1O'39'38' 354,15' WALSH RANCHES UMITEO R-266.87' L—'59.65' PARTNERSHIP CNi1' 25 42'E 49.56' N82 O9•F 0 300' VOLUME 1699, PAGE 1765 —• 11)7.99* D.R.P.C.T. �_---. SCAM car VOLUME 12624. PACE 92 �12v56'45' �•_ 3w D.R.T.C.T. R -239.O4' L=54.O1' CH-N1O' 17' 08'E 53.90' t1.R.n.C.T_ z Deed Records, Parer County, Texas NO352'21'E O.R.LT C s Deed Records, Tarrant Canty, Torn 74.73 OIAT_C.T.: Official /r�Nt Retards, Tarrant Oororty, rem A metes and bounds descreion at even date 324.4 ACRES anCpaI*SThS Oat. 14.131,409 SQUARE FEET The basis of beatin{,s for this survey is the Tetras N Z sestetnad:»ttsoun,aormcentrazone, BENTLEY BRIDGE ROADNI basedupon GKftreenents. Distances and Z area hereon are surface vadua. A tdnbuned Sale (VARI ABLE TH O. 02 OF —WAY) 2256547 factor of D.994sa46zus was used for this project_ DOCUMENT NO. 0222256547 I O.P.R.T.C.T. • r tt tF MATCHLINE SEE PAGE 8OF9 4 SURVEYORS CERnHCATE: •'•'� I hereby artihat this ly t — is based on an accurate4 HAL MOLLENK OPF I survey of the property made an the Ero+ad under my 4 1 �,► � �4�5439 ap � t DUNAWAY1: 1l: f"1 �i..� OZ+1212f1 12 SUR�rs sm�a►A'sma•>i1RR 1a7•raR M1p1141M01'ND7 Hal rdoAener t " Date teen> m1171 Repstered Professional tend surveyor 1UM fEC61a S.Rvilr)G f M NO.1 W9ai00 State of Texas. No. 5439 2001169.039 PAGE 9 f 9 Exhibit B-8 (Tract 2 - continued) Ordinance No. 26-28877 Page 15 of 36 METES AND BOUNDS DESCRIPTION BEING a 244.1 acre parcel of land situated n the William Robinson Survey, Abstract No.1274, the 14enry Lane Survey, Abstract NO. 928, the SA & MG. Railroad Company Survey, Abstract No. 1479, Tarrant County, Texas and being a portion of a tract of land described in deed to Walsh Ranches Limited Partnership, as recorded in Volume 1699, Page 1765, Deed Records of Parker County, Testis (D.R.P.C.T.) and Volume 12624, Page 92, Deed Records of Tarrant County, Texas (DA.T.C.T.) and being a portion of a called 1194 acre tract of land described in deed to MO IND P1, LLC, as recorded in Document No. 0225171388, Official Public Records, Tarrant County, Texas (O.P.R,T.C.T,), said 2411 acres being more particularly described by mates and bounds as follows: BEGINNING at a found 5/a -inch iron rod on the east line of said Walsh Ranches tract, said corner being on the south right-of-way line of Interstate Highway 20 (a variable width right-of-way), as recorded in Volume 1152, Page 1031, D_R.P.C.T., said corner being the northwest corner of a called 2.949 acre tract of Ward described as Tract 2 in deed to Dry Ranch, ILC, as recorded in Document No. 0217210159, Offices Public Records of Tarrant County, Texas (O.P.R.T.C.T.), said POINT OF BEGINNING being, locatable by NAD83 Grid Coordinate Nm 6,937,133.27, E. 2,266,857.10, THENCE South 00 degrees 00 minutes 24 seconds west, departing the south right.of-way line of said Interstate Highway 20, along the east line of said Walsh Ranches tract and along the west line of said Tract 2, the west Use of a called 100.6611 acre tract of land described in deed to Markum Land Properties, LLC, as recorded in Document No 0217100297, O.P.R.T.C.T, the west fete of a sled 3.144 aces tract of land described in deed to the City of Fort Worth, as recorded in Document No. 0221015413, O.P.*,T.C.T., the west line of a called 360248 acre tract of land described in deed to Mc Estates, tic, as recorded in 0octr»en t No. D222245126, OA. R.T.C.T., the west fine of a tract offend described as Tract 3 in deed to Dry Ranch, uC, as recorded in Document No. 0217210159, O.P.RTCT, and the east foe of said MO IND tract, a total distance 5,288.60 feet to a found 1./2 -inch iron rod in concrete for the southwest corner of said Tract 3 and the southeast corner of said MD IND tract, said corner being on the north right-of-way line of Aedo Road (s variable width right of -way), from which a found 1/2 -inch iron rod bees South 69 degrees 34 minutes 04 seconds Last, a distance 01 294.49 feet. THENCE North 77 degrees 49 minutes 14 seconds west, along the common south line of said MD INC tract and the north right-of-way line of said Aledo Road, a distance of 212.02 feet to a found S/a-With h iron rod with yellow cap stamped-DUNAWAY ASSOC(hereinafter referred to as S/8 -inch YCIR) for comN•, THENCE North 80 degrees 35 minutes Se seconds west, continuing along said common ine, a distance of 468.07 feet tea point for corner; THENCE North 47 degrees 00 minces 42 seconds west, departing said common line, across said MD IND tract, a distance 1,281.72 feet for the beginning of a curve to the left having a radius of 1,000.00 feet, a central angle of 21 degrees 34 minutes 23 seconds and a chord bearing of North 37 degrees 47 minutes 53 second West a distance of 374.30 feet THENCt Northwesterly along said curve to the left and continuing across said MO IND tract, an art length of 37632 feet for the end of said curve; THENCE South 08 degrees 39 minutes 23 seconds west, continuing across said MO IND tract and said Walsh Ranches tract, a distance of 196.62 feet to a found 5/B -inch YCIR for comer an the common east right-of-way sine of Alecto Connector Road (60• width right-of-way), as recorded in ti Document No. 0222236547, O.P.R.T.C.T. and the west fine of said MO IND tract for the beginning of a non -tangent curve to the left having a radius of 231.04 het, a central angle of 92 degrees 06 minutes So seconds and a chord bearing of North 37 degrees 24 minutes 02 seconds west, a distance 01 31727 feet, from which a found 51$ -inch YCIR for the southeast terminus of said AledO Connector Road and the southwest corner of said MD IND tract bean South 08 degrees 39 minutes 23 seconds west a distance of 656.0 feet; THENCE Northwesterly along said non -tangent curve to the left and the common northeast light -of -way line of said AIldO Connector Road and the west line of said MD IND tract, an arc length of 410.02 feet to a found v cut for the beginning of reverse curve to the right having a radius of 5000 feet a central angle at 13 degrees 28 mil tea 24 seconds and a chord bearing of North 41 degrees 43 minutes 43 seconds Wrist a distance of 66.57 feet; THENCE Northwesterly along said reverse curve to the right and said commas line, an arc length of 72,64 feet to a found 51$ -rich YOR on the common west line oI said MD 1110 tract and the east right-of-way line of Bentley bridge Road (s 110' width right-of-way), as recorded in Document No. 0222254547, O.P.R.T.CX for the end of said curve; THENCE North 00 degrees 00 minutes 00 seconds East, along said common line, a distinct of 1049.63 feet to a found S/6 -itch YCIR for the beginig of a curve to the left having a radius of 14,057.17 feet, a central angle 01 00 degrees 58 minutes 03 seconds and rd bearing of North 00 decrees 29 minutes 02 seconds West a distance 01 237.39 feet Continuing....... A plat of even date accompanies this metes and bounds description. DlUNAWAy SM May Arwlr - s106 AM . Fort Vftrth. Tema 74107 tTkR1731[1121 7E]{AS 9tCia11 1tIRvE111G FIiM NO I Wet00 SURVEYORS CERTIFICATE: thereby certify that this map is based on an accurate survey of the property made on the ground under my {�th 1 Oatf Registered Professional Land Surveyor State of Texas, No. 5439 Exhibit B-9 (Tract 2 — continued) I ti��C,tiS7g�F'f, A HAL l,i0LLENK0?F r o� 5439 r" e O SU-a 2001169.039 PAGE 1 of 9 Ordinance No. 26-28877 Page 16 of 36 METES AND 50UN05 DESCRIPTION continuing_.. THENCE NortMtresterly along said curve to the left and along the west face of sad MD IND tract, en arc length of 237.39 feet to a found S/a-i th TCIR for the northwest corner of said MD el D tract and a point on the east rightol way low of said Bentley Bridge Road for the end of said curve; T HENCE North 00 degrees S9 minutes o3 seconds west, along the east rightof•way fine of said Bentley Bridge Road and across said Walsh Ranches tract a distance of 1,15627 feet to the beginning of a curve to the sfo having a radius of fM5,12 feet, a central Bugle of 03 degrees io minutes 49 seconds and a chord beatleg of North OD degrees 37 minutes 11 seconds tam a d stance of 52.45 felt; THENCE Northeasterly along said curve to the right and the east right-of-way line of said Bentley Bridge Road and conta ing across said Walsh Ranches tract, an arc length of 5L46 feet to the end of said curve; THENCE North 02 degrees 12 minutes 38 seconds Eat, continuing along the east rig_$n of -way ice of said Bentley Bridge Road and continuing across said Walsh Ranches tract, a distance of 791.00 feet to a point for corner, THENCE North 03 degrees 52 minutes 21 seconds last, continuing along the east rightof-way line of said Bentley Ire Road and continuing across said Walsh Ranches tract, a distance of 24.23 feet to the beginning of a curve to the right having a radius @1230Aa felt, a central angle of 12 degrees so Mdnutes 45 seconds and a chord bearing of North 10 degrees 17 minutes 0$ seconds East a distance of S3.90feet; THENCE Northeasterly along said cave to the right and the east rightof-way One of said Bentley Bridge Road and continuing across said Walsh Ranches tract, an arc length of 34.01 feet to the beginning of a reverse curve to the left having a radius of 266.17 feet a central angle 01 10 degrees 39 minutes 11 seconds ands chord beaming of North ii degrees 25 rltiRues 42 Seconds East, a distance of 4938 feet; THENCE Northeasterly along said reverse carve to the left and the east rightol-way file of said Bentley Bridge Road and continuing across said welsh Ranches tract an arc length of 19.66 feet to the northeast teniwus of said lendey Bridge and and a point as the south right-of-way life of said Interstate Highway 20 for the end of said curve; UIDeCE Nestle 82 degrees Of minute: 46 seconds flat, along the south rigfa-of-way fine of said Interstate N Away 20, a distance 01 217.99 feet to a point for corner; THENCE continuing along the scuts r ightof-wsy ice of said Interstate Highway 20 the following courses and distances: North 74 degrees 27 minutes 39 seconds East a distance of 334.55 fed to a point for corner; North 00 degrees 09 aninunes 39 seconds East, a distance of 264.37 feet to a paw for corner; South 06 degrees 57 minutes 53 seconds East, a distance of 35219 feet to a point for carter; South 83 degrees 31 minutes 09 seconds East a distance of 1,065.72 feet to the POINT OF BEGINNING and Containing 30,633,090 square feet or 244.1 acres of herd, ware or less. I The bad of bearings for this swvey is the Tens Slate Coordinate Systen% North Central lone, based upon 695 nneatenments. Distances and area hereon are surface values. A comba►ed scale factor of 099994402411 was used for this project A plat Of even date accompanies this metes and SURVEYOR'S CERTIFICATE- bounds description_ I hereby certify that this map is based on an accurate survey of the property made 0n the ground under my DUMWAy .f r d P 02112728 !la9t>"AW11MM-11Ra490•rot tMpnh,7ahM76107 t1.ROt Date hII739.1 M!1 1t)(ASREGBtER♦ StIRVEYPIGWNM Np. IDJ7e1co Registered Professional Land Surveyor State of Teas, No. 5439 Exhibit C-1 (Tract 3) HAL VOLLENKOPF 439 r e- �9,f, �FfSSnO� id �►� UR' 2001169.039 PAGE 2 of 9 Ordinance No. 26-28877 Page 17 of 36 r u � too I SCALE I'm 1-101 41'02 Rw50.00L=88.74' CH -N52' 47' 28'E 77 54' :m640'52- R-1,O55.t5' L=t23.C'' CH -N5' 18' 57'E 122.97' 4,10 Tl I1t °er �1 O. WALSH RANCHES LIMITED vi PARTNERSHIP ttoo VOLUME 1699. PACE 1765 D.R.P.C.T. VOLUME 12624, PACE 92 0, O.R.T.C.T, . 0 APpROltuA$ z L0CA1oN Of AEIs7RAEr UNE I I BENTLEY BRIDGE ROAD (110' WIDTH RIGHT—OF—WAY) DOCUMENT NO, D222256547 O,P.R.T,C.T. A�� FWkC 5/e-rnt►t .�4 n.9 IRON coRa11H lJ"_ 1�- tEL1A+r CAP STAHPEO �lp� 'OtAiAWAY ASSOC' ♦� FeuN; Y CUT N1445'1O'W 65.98' 9 C R= 195 C{4 ' Ls2$9.54' CH -S33' 52' 18'E 263 67' I \ SB'r0'37-E 60.00' LSS'2O'37`E 110.00' i /e -P4 H roar ROD MIN TELL* CAP SrAuPEE 'XNA'AAY ASSOC' CLLED A �S MD DN1 P4 LCC 5.794 ACRES DOCUMENT NO. 0225171388 O.P.R.LC.T. 252.381 SQUARE FEET 'wn, ALEDO CONNECTOR ROAD (6D' WIDTN RGHT-OF WAY) DOCUMENT NO. 0222256547 POINT OF O.P.R.T.C.T. /f BEGINNING NAJa, Ita6.d.V.' V4't ! rouhn 5/a-rr01 IRON Roo WIN YL11Orr CAP STMS'Th 1 aLifAMAY ASS+D;' 'I82'39'' yr-/ 205 1 N80'34'42"W 580'34'42'E ________ l 114 64' 60.01' ALEDOROAD ~". D.R.T.CT. Deed RKotds, TarnM COLaLty, Texas (YAf1� 18 j N1D fiC OF -WAY) O.PAT,C_T_ • Official PWbfk Records, Tarrant County, Texas A metes and bounds description of even date accompanies the put. The basis of bear for this survey the Tecex Cine state CoordinateSystem, No tera Zone, based upon GP S measurements. Distances and 0 4 9 areas hereon an surface values_ A combined scale a, factor of 0999Lbad?A15 was used for this project SURVEYOR'S CERTIFICATE' I hereby certify that this map is based on an accurate (4 HAL MDL1ENKOF n� survey of the property made on the ground under my 543955 DUNAWA 02111/24 i SW afta dar AA sue,Oo rot VWM. reed 7fta y TC tree MaieR SUR Date . • ra1117.1111LI 21 taxAsS>rDxvetrFK3 c�A "b' Impato) Registered Professional Land Surveyor State ofTexas, No 5459 2001169.039 PAGE 3 of3 Exhibit C-2 (Tract 3 - continued) Ordinance No. 26-28877 Page 18 of 36 N INTERSTATE HIGHWAY 20 (VARIABLE WIDTH RIGHT —CF —WAY) VOLUME 1152. PACE 1031, D.R.P.C.T. �'- f-- — - - f ff '1 BENTLEY BRIDGE ROAD f (110' WDTH RIGHT-OF-WAY) DOCUMENT N0. 0222256547 - - O.P.R.T.C.T. f tl I 0 low• ALEDO CONNECTOR ROAD (60' WIDTH RIGHT—OF—WAY) SC+LE FEET DOCUMENT NO. 0222256547 loco O.P.R.TC.T SEE ( SHEET 3 1 • BEGINNING NA0d3 T1$ V637.7CG 07 E-7.WA,7a7, R3 Ardev"' ALEDO ROAD accomp>sliesIbis plat (VARIABLE WIDTH RIGHT—OF—WAY) The , Or ?1 basis of beer*i s for this s evey B the Tesas state coordinate Sysrcm, Uorth cent I Zone, nsasu based upon GPS eenpeugc_ �ttances and area s hereon are surface values. A combined scale factor of 0.99914462415 was wad for •the project. ^W`DUNAWAy OV Arwmm . 31Ie � . Fa? 1M'.rlh. TRss )'1107 tati17]a&1t21 TW4 REGISTFItf UAVEYNG FPM *).10096100 SURVEYOR'S CERTIFICATE: I hereby comity that this map is based on an accurate fwey of the property made on the ground under my4+ o2o2:Registered Professional Land Surveyor state of Tens No. 5439 Exhibit C-3 (Tract 3) r T£fi 4 Pp LLNKUIF g 5439 Jg 9y p°£Srtd��yb� SUA� 2001169.039 PAGE 2 of 3 Ordinance No. 26-28877 Page 19 of 36 METES AND BOUNDS DESCRIPTION BEING a 5.794 acre parcel of land situated in the Henry Lane Survey, Abstract No. 928 and bung a portion of a tract of land described in deed to Walsh Ranches Limited Partnership, as recorded in Volume 1699, Page 1765, Deed Records of Parker County, Texas (D.R.P.C.T.) and Volume 12624, Page 92, Deed Records of Tarrant County, Texas (D.R.T.C.T.L said 5.794 acres being more particularly described by metes and bounds as follows: BEGINNING at a point for corner in said Walsh Ranches tract; said comer being the southwest terminus of Aledo Connector Road (60' width right-of-way), as recorded in Document No. D222256547, Official Public Records, Tenant County, Texas (O.P.R.T.C.T.), said corner being on the north right-of-way line of Aledo Road (a variable width right-of-way), from which a found 5/8 -inch iron rod with yellow cap stamped'DUNAWAY ASSOC" (hereinafter referred to as 5/8 -inch YCIR) for the southeast terminus of said Aledo Connector Road and the southwest comer of a called 119.4 acre tract of land described in deed to MD IND P1, LLC, as recorded in Document No. 0225171388, O.P.R.T.C.T. bears South 80 degrees 34 minutes 42 seconds East, a distance of 60.01 feet, said POINT OF BEGINNING being locatable by NAD83 Grid Coordinate N- 6,932,206.07, E. 2,264,745.83; THENCE North 80 degrees 34 minutes 42 seconds West, along the north right-of-way line of said Aledo Road and across said Walsh Ranches tract, a distance of 114.64 feet to a point for corner; THENCE North 82 degrees 39 minutes 11 seconds West, continuing along the north right-of-way line of said Aledo Road and across said Walsh Ranches tract, a distance of 205.05 feet to a point for corner; THENCE North 07 degrees 20 minutes 49 seconds East, departing the north right-of-way line of said Aledo Road and continuing across said Walsh Ranches tract, a distance of 675.31 feet to the southwest terminus of Bentley Bridge Road (a 110' width right-of-way), as recorded in Document No. 0222256547, O.P.R_T.C.T, for corner, ■ THENCE South 81 degrees 20 minutes 37 seconds East, along the south right-of-way line of said Bentley Bridge Road and continuing across said Walsh Ranches tract, a distance of 110.00 feet to the southeast terminus of Bentley Bridge Road for tie beginning of a non -tangent curve to the left having a radius of 1,05515 feet, a central angle of 06 degrees 40 minutes 52 seconds and a chord bearing of North 05 degrees 18 minutes 57 seconds East, a distance of 122.97 feet; THENCE Northeasterly continuing along said non -tangent curve to the left and the east right-of-way tine of said Bentley Bridge Road, an arc length of 123.04 feet for the beginning of a reverse curve to the right having a radius of 50.00 feet, a central angle of 101 degrees 41 minutes 02 seconds and a chord bearing of North 52 degrees 47 minutes 28 seconds East, a distance of 7754 feet; THENCE Northeasterly continuing along said reverse curve to the right and along the southwest right-of-way of said Aledo Connector Road, an arc length of 88.74 feet to a point on the southwest right-of-way of said Aledo Connector Road for the beginning of a compound curve to the right having a radius of 195.04 feet, a central angle of 85 degrees 03 minutes 23 seconds and a chord bearing of South 33 degrees 52 minutes 18 seconds East, a distance of 263.67 feet, from which a found "Vcut bears North 14 degrees 45 minutes 10 seconds West, a distance of 65.98 feet,; THENCE Southeasterly continuing along said compound curve to the right and the west rigs -of -way line of said Aledo Connector Road, an arc length of 289.54 feet for the end of said curve from which a found 5/8 -inch YCIR bears South 81 degrees 20 minutes 37 seconds East a distance of 60.00 feet; THENCE South 08 degrees 39 minutes 23 seconds West, continuing along the west right-of-way of said Aledo Connector Road, a distance of 656.08 feet to the POINT OF BEGINNING and containing 252,381 square feet or 5.794 acres of land, more or less. The basis of bearings for this survey is the Texas State Coordinate System, North Central Zone, based upon GPS measurements. Distances and areas hereon are surface values. A combined scale factor of 0.99984462415 was used for this project. G3 O A plat of even date accompanies this metes and bounds description. DUNAWAy suotb■.rA+II •aAa4D•r ,nanh.h,•o7.1m w n7psnrn TtXAt REClihtle)SURV YMG MM NO. IODra1DD SURVEYOR'S CERTIFICATE: I hereby certify that this map is based on an accurate survey of the property made on the ground under my supetvision. r , y 02rt2na Hal MDI Date Registered Professional Land Surveyor State of Texas, No. 5439 Exhibit D-1 (Bentley Bridge Road) HAL ),I0LIE\KQIF 5439 v 4. SUR�� 2001169.039 PAGE 1 of 3 Ordinance No. 26-28877 Page 20 of 36 A , INTERSTATE HIGHWAY 20 N (VARIABLE M'10TH RIGHT -(-WAY) \ � J - - - -1� - VOLUME 1152. PAGE 1031, O.RP.C.T. SEE SNEET 6 SEE SNEETS BENTLEY BRIDGE ROAD (110WIDTH RIGHT-OF-WAY) DOCUMENT NO. 0222256547 1000' - ilk SC►U! Flrr I'- 1000' A metes and bounds description of even dxe accompanies this piss. The basis of bearings far the survey is the Tessa State Coordinate System, No Central Zane, based on GPS m sureme nts. Distances and areas hereon We surface values. A ccrnbined scale factor of 0s9996i4624ts was used for this pre cr. -O DUNAWAy 500 Solar llrara. • iw 400 • Fart VMOrt 1, Tr0 7517 1M:a17Jlt1I41 TEXAS REGETERR)SURVEIM FPM NO, I0096i00 f i f f ALEDO CONNECTOR ROAD 60' MOTH RIGHT-OF-WAY) )OCUYENT NO. 022225654? ).P.R.tC.T. POINT OF BEGINNING AIM Tai. * CM Tau -CL L.. haa, ASSOC. vaPr � c..i f 02.214 ALEDO ROAD (VARIABLE WJOTH RIGHT—cF—WAY) SURVEYORS CERTIFICATE: I hereby certify that this map is based on an acclrate survey of the property made on the ground under my 0?113/28 ctrl Rlailrtftagf (late R- tel" Professional rand Surveyor statcofTaas, No. $439 -- Exhibit D-2 (Bentley Bridge Road) 0 F r!4 HAL MOLRENKO?F r °.p 5439 ar '. fSA +D SUR`I� 2001169.039 PAGE 3 of 6 Ordinance No. 26-28877 Page 21 of 36 MATCHLINE SEE PAGE 5 OF 6 I • a Found s/4 -inch Iron rod with cap stamped P --12.06 ACRES 'DUNAWAr ASSOC.` unless otherwise noted. n ✓ 00 525.340 SQUARE FEET O D.R.P.C.T. a Deed Records, Fatter County, Texas — c JAG DR.T.C.T. ■ Deed Records, Tarrant County, TexanE lift .T ` �� O.P.R.C.T. a Official Public Records• Tarrant County, Texas W W t .t17�Q• CAL CALLED 12.06 ACRES o Ol TARRANT COUNTY TEXAS 4 DOCUMENT NO. 0222256547 $ ,8328'24' O.P.R.TC.T. " R=50.00' L-72.84° CH -S41' 43' 43"E 66.57' BENTLEY BRIDGE ROAD- A 92'06'5O' (110' NIDTN GHT--OF-WAY) R=255.04' L-410.02' DOCUMENT NO. D222255547 O.P.R.T.C.T. I CH -537 24' 02"E 367.27' ALEDO CONNECTOR ROAD WALSH RANCHES LIMITED G (60' WIDTH RIGHT -OF -WA „� rJ DOCUMENT NO. 0222256547 PARTNERSHIP VOLUME 1699. PAGE 1765 O.P.R.T.C.T. D R.P.C.T. h8''lr�l'y VOLUME 12624, PAGE 92 110.00' O.R.T.C.T. S•85'O323 CALLED 119.4 ACRES A� R-195 O4' L=289.54` ■ MD IND P1. LLC A`'016 CH -N33' 52' 18'W 263.67' DOCUMENT NO. 1►OO�t 0225171388 O.P.R.T.P.R.T.C T. YtrW ;y. u1Ca70a I POINT OF aasTaA T llNC °� Om to BEGINNING _ 1n fuuw 5/e-wo+ stt rtm M111 YaLOer CAP STAMPW NAbe3 txo N: t.t i2.r94.25 WPR0xI ' Curve Table ALEDO ROAD (VARIA&E Curve Central Angle Radius Arc Length Chord Bearing 1WO>14 fT-OF_1yAy) Number and Distance Cl 101'41'O2" 50.00' 88.74' S52'47 28'W 77.54' C2 006'40'52 1,055.15' 123.O4' SO518'57'W 122.97' C3 008'39'23' 945.15' 142.79' N04'19.41 -E 142.66' A metes and bounds accompanies dcscnption of even date acco s this plat tE lE. i The basis of bearings for this survey u the Texas State Coordinate system, North cenuat zone, based icon GPS measurements Distances and areas hereon are surface values. A combined scale factor of 0.909114161415 was used for this project. suRVEYOR's CeRTFlCATE. Q �" I hereby certify that this map is based on an accurate HAL MCLLENK 0'F survey of the property made on the pound alder myDIJNAWAy 6fi e� r4u.}` 02!12120 G S U V t Sd060W A,lera! • S1ae 400 • Fort x h. 7000 75107 elal M0MRlr4 oNR ts:1173as1121 Repistared►rofessional Land Surveyor Teti ttGETRE SLRdFY1' G 9tt' 11O 10096100 State of Texas, No 5439 001164.039 PAGE 4 of 6 Exhibit D-3 (Bentley Bridge Road) Ordinance No. 26-28877 Page 22 of 36 MATCHLINE SEE PAGE 6 OF 6 CALLED 12.06 ACRES /ARRANT COUNTY TEXAS / DOCUMENT NO. 0222256547 O.P.R.T,C T. o 3Do' SCALE RPT �0 il1itIi 1' 300 A800� WALSH RANCHES LIMITED PARTNERSI#P VOLUME 1699, PACE 1765 i1 D.R.P.C.T. p + o N VOLUME 12624, PAGE 92 o ° O.R.T.C.T. WALSH RANCHES LIMITED b PARTNERSHP VOLUME 1699, PAGE 1765 — D.R.P.C.T. VOLUME 12624, PAGE 92 D.R.T.C.T. x-12.06 ACRES BENTLEY BRIDGE ROAD ✓ 525,340 SQUARE FEET (110' VAD1H RIGHT-OF-WAY) DOCUMENT NO. 0222256547 O.P.R.T.C.T. AF'P'4OXIMATE LACA1 OF AISTRACT LNE s 0'59'03' f R-13,947.17 L= 235.53' CH -NO' 29' 02'W 235.53' NOO'00'00'E__.- 1,173.70' • - Found S/a-inch iron rod with cap stamped 'DUNAWAY ASSOC.Un eS5 otherwise noted. D.Rl_C.T. c Deed Records, Parker COlnity, Texas D.R.T.C.T. a Deed Records, Tarrant County, Texas O..R.T.C.T. s Official Public Records, Tarrant County, Texas A metes and bounds description of even date accompanies this plat W-"*1j4VAE WCAD'. 7F a6=1Ra_T I.? '\ .h 03fl'03' VEY -R=14,057.17' L-237.39' RYIA ma920 CHESO' 29' 02'E 237.39' CALLED 119.4 ACRES 500 00 00•E MD IND P1. LLC '1,049.68' DOCUMENT NO. 0225171388 O.P.R.T.C.T. MATCHLINE SEE PAGE 4O16 The basis of bearings for this survey is the Texas State Coordinate System. North Central Zone, based upon GK meaprements. Distances and areas hereon ere surface vs. A combined stale lector of DAl904sf243! was need for this project. SURVEYOR'S CERTIFJCATE: s hereby certify that this map is based an an accurate survey of the property made on the pound under my DUNAWAY / 0?i1?t?6 ,r ffi9fcrerANAr•SW=•FOI $I.T/r07610 iHa1Mol5enkopf Date >r:f17iTldi121 Registeredpr6lttro LindSurvtyor TEXAS REC6TnGO SURVEly4 rRM NO. I W"100 State of Teats, N0.5439 Exhibit D-4 (Bentley Bridge Road) S-��;Vf OF HAL M0LLENK0PF rI 5439 Jt ��,O�fi£S5�fl t. SUR'I 2001169.039 PAGE 5 of 6 Ordinance No. 26-28877 Page 23 of 36 d g6� 1 TICH %0# -� _ nrhatoxllA1 L Lf WALSH RANCHES LIMITED PARTNERSIdP VOLUME 1699. PAGE 1765 O.R.P.C.T. VOLUME 12624. PAGE 92 D.R.T.C.T. INTERSTATE HIGHWAY 20 (VARIAOLUME1311 MAD H RIGHT -Or -WAY) D-WAC. VOLUME 1152, PAGE 1431, D.+R.P.C.T. NH SBi2a't4'E v8209'45"E 9 U9' 43.73' r`~ a- 10 3938' R=266.87' L-49.66' U'00'CCE_j' CH.S11' 25' 42'W 49.56' t�5.59' ��12 56'45` R=239.04' L.54.01' BENTLEY BRIDGE ROAD—.. CH=S1017 08•w 53.90' (110' VD1H RIGHT—OF—WAY) \S33'522' WALSH RANCHES UNITED DOCUMENT NO. 0222256547 24.23' PARTNERSHIP O.P.R.T.C.T. VOLUME 1699, PAGE 1765 h : D.R.T.C.T. > $ VOLUME 12624. PAGE 92 c . D.R.T.C.T. z 12.06 ACRES cm v � CALLED 12.06 ACRES 525.340 SQUARE FEET TARRANT COUNTYT22DD OCUMENT NO. 0222255 S //6547 O.P.R.T.C.T. x3'10'48' o-3'14'49' 0 3C0' R-1.055.12' L-58.56' t� CH -NO' 37' 12`E 50.55' / R:945.12' La52.46' k CH -SO' 37' 11'W 52.45' MATCHLINE SEE PAGE 5 OF 6 • - found 5J$ inch iron rod with cap stamped 'RUNAWAY ASSOC' utlann atlieiwise need. D.R.P_C.T. . Deed Iecofds, Parker County, Texas D.R.T.GT. ■ Deed Racards, Tenant County, Texas OP.LT.C.T. a Oflkad Public Records, Tarrant County, Texas A metes and boy rat description of even dace 4 tampenies this plat. The basis of bearings fey this Sauey is the Texas State Coordinate System, NoRA Central Zone, based upon GPS measxsem.MRi. Distances and areas hereon are su foce values. A combined scale factor of 0.99914462415 was used for this project. SURVEYOR'S CERTIFICATE: I hereby certi fy that this map is based on an accurate surveythe property made on the ground under my DUNAWAy7-4 , of 0zr12O6 d l DCW AAle. • sine ao0 • Nth w10 ih. TreO 761D7 Nal eL ..k4 1 Duct 1M:a7.LI IS1 Registered Professional Land Surveyor 1pIAs aEGL4TEiK>SIitYEY1NG FpM N.100P1100 State of Texas, No. 5439 Exhibit D-5 (Bentley Bridge Road) OF P Ii HAL M0LLENK0PF f 349 t' ,,, 0 5514' SURy 2001169.039 PAGE 6 of 6 Ordinance No. 26-28877 Page 24 of 36 METES AND BOUNDS DESCRIPTION ( BEING a 12.06 acre parcel of land situated in the William Robinson Survey, Abstract NO.1274 and the Hersey Lane Survey, Abstract No. 92$, Tarcant County, Texas, being all of Bentley Bridge Road (110' width right o( -way). as recorded in Document No. 0222256547, Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.), and being all of Aledo Connector Road (60' width right-of-way) as recorded in Document No, 0222256547, O.P.R.T.C.T and being described as a 12.06 acre tract of land described it deed to Tarrant County, Texas, as recorded in Document No. 0222256547, O.►.R,T.C.T., and being a part of a tract of land described in deed to Walsh Ranches Limited Partnership, as recorded in Volume 1699, Page 1765, Deed Records of Parker County, Texas (0-R.P.C.T.) and Volume 12624, Page 92, Deed Records of Tarrant County, Texas (D.R.T.C.T.), said 12.06 acre parcel of land being more particularly described by metes and bounds as follows BEGINNING at a found 5/a-mncit won rod with yellow cap Ramped DUNAWAY ASSOC' (hereinafter referred to as a 5/a -inch YCIR) for the southwest corner of a called 119.4 acre tract of land described in deed to MD of D Pi, tic, as recorded in Document No. 0225171399, O.P.R T.C.T., said corner being the southeast terminus of said Aldo Connector Road and being a corner on the north right-of-way line of Aledo Road (variable width right-of-way), said POMT Of BEGINNING being locatable by NADB3 Grid Coordinates: N: 6,932,19625, E:2,264,2l5.02; THENCE North 20 degrees 34 minutes 42 seconds West, along the north right-of-way line of said Akdo Road, a distance of 6001 feet to a point for corner and said corner being the southwest terminus of said Aledo Connector Road; THENCE North 01 degrees 39 minutes 23 seconds East, departing the north right-of-wey line of said Aldo Road, along the west right-of-way hue of said Akdo Connector Road, a distance of 6S9a2 feet to a point for the beginning ore curve to the left, having a radius of 195.04 feet, a central angle of 25 degrees 03 minutes 23 seconds, and a chord bearing of North 33 degrees 52 minutes 12 seconds West, a distance of 263.67 feet; THENCE Northwesterly along said curve to the left and continuing along the southwest right-of-way lee of said Aledo Connector Road, an arc length of 229.54 feet to the beginning of compound curve to the eft, having a radius of 5000 feet, a central angle of 101 degrees 41 minutes 02 seconds, and a chord bearing of South 52 degrees 47 minutes 2$ seconds west, a distance of 77.54 feet; THENCE Southwesterly along said curve to the left and continuing along said west rightaf-way line of said Aldo Connector Road, an arc length of 01.74 feet to the intersection of the west right-of-way tide of said Aldo Connector Road and the tact right-of-way line of said Bentley aridge Road for the beginning of a reverse curve to the right, having a radius of 1,035.13, a central angle of 06 degrees 40 minutes 52 seconds, and a chord bearing of South OS degrees 19 minutes 57 seconds West, a distance of 122 97 feet; THENCE Southwestedy along said reverse curve to the right and the east rigf-way fine of said bently Bridge Road, en arc length of 123.04 feet to the southeast terminus of said Bentley Bridge Road for the end of said curve, THENCE North 91 degrees 20 minutes 37 seconds West, along the south right-of-way line of said Bentley bridge Road, a distance of 110.00 feet to the southwest terminus of said Bentley Bridge Road for the beginning of a non -tangent cove to the left, having a radius of 94515, a central angle of 04 degrees 39 minutes 23 seconds, and a chord bearing of North 04 degrees 19 minutes 41 seconds East, a distance of 142.66 hat; THENCE Northeasterly along the west righaof-way lme of said Bentley bridge Road and along said non -tangent carve to the left, an arc length of 142.79 feet to the end of said curve; THENCE North 00 degrees 00 minuses 00 seconds East, continuing along the west right-of-way late of said Bentley Bridge Road, a distance of 1,173.70 feet to the beginning of a curve to the left, having a radix of 13,917.17, a central angle of CO degrees 59 minutes 03 seconds and a chord bearing of North 00 degrees 29 minutes 02 seconds West, a distance of 23553 feet; THENCE . „ , (along said curve to the left and continuing along the west right-of-way late of said Bentley Bridge Road, an arc length of 235.53 feet m a point for the end of said curve; THENCE North 00 degrees 59 minutes 03 seconds West, continuing along the west right-of-way bee of said Bentley Bridge Road. a distance of 1,156.27 feet to the beginning of a curve to the right, having a radius of 1,O5S.s2, a central angle of 03 degrees 10 minutes 49 seconds and a chord beefing of North 00 degrees 37 minutes 12 seconds East a distance of 56.55 feet; THENCE Northeasterly continuing along the west right-of-way line of said Bentley Bridge Road and along said curve to the right, an arc length of 59.56 feet to a point for the end of said curve; THENCE North 02 degrees 12 minutes 38 seconds East, continuing ng along the west right-of-way line of said Bentley Bridge Road, a distance of 760.23 het to a point for corner; COrhblWMg....... HAL t1OLLENKOPF A plat Od even date accompanies this meow and bounds description. SURVEYOR'S CERTIFICATE: 1 hereby c4*tify that the map is based on an accurate t f ��34 t 9y survey of the property made on the ground under my ,f � c?I,NAWAy . !1� AMrei • lute 4W . P07 W@d1, 1 na 71,177 TfY.9l1ia.fl2l ' am Registered Professional Land Surveyor 1D M RFC6tafDS vV*4G FRM NO.10096107 State of Texas, No. 5439 2001169.039 PAGE 1 of 6 Exhibit D-6 (Bentley Bridge Road) Ordinance No. 26-28877 Page 25 of 36 1 METES AND BOUNDS DESCRIPTION THENCE North 00 degrees 00 minutes 00 seconds East, continuing along the west right-of-way line of said Bentley Bridge Road, a distance of 1&639 feet to a point for the northwest terminus of said Bentley Bndge Road, said corner being on the south rightof-way line of Interstate Highway 20 (variable width rightof•way). as recorded in Volume 1152, Page 1031, D.A P.C.T.; THENCE South i3 degrees 24 minutes 34 seconds East, along the south right-of-way line of said interstate Highway 20, a distance of 89.09 feet to a point for corner; THENCE North 22 degrees 09 mantes 46 seconds East, continuing along said south right-of-way line of Interstate Highway 20,4 distance of 43.73 feet toe point for the northeast terminus of said Bentley Bridge Road and for the beginning of a non -tangent curve to the fight, having a radius of 266.57 feet a central angle of 10 degrees 39 minutes 38 seconds and a chord bearing of South 11 degrees 23 minutes 42 seconds West, a distance of 69.33 feet; THENCE Southwesterly departing said south right-of-way tote along the east right-of-way Wo of said Bentley Bndge Road and along said curve to the right, an arc length of 49.66 feet for the beginning of a reverse curve to the left, having a radius of 239.04 feat, a central angle of 12 degrees 56 minutes is seconds, and a chord beating of South 10 degrees 17 minutes 08 seconds West a distance of 53.90 feet; ITHENCE Southwesterly alonug said reverse curve to the left and continuing along the east right-of-way line of said Bentley bridge Road, an arc length of 5401 feet to the end of said curve; THENCE South 03 degrees 52 minutes 21 seconds west, continuing along the east right-of-way line of said Bentley Bridge Road, a distance of 24.23 feet to a point for corner; THENCE South 02 degrees 12 minutes 36 seconds West, continuing along the east right-of-way line of said Bentley Bridge Road, a distance of 741.00 feet to a point for the beginning of a curve to the left, having a radius of 665.12 feet, a central angle of 03 degrees 10 minutes 49 seconds, and a chord bearing of South 00 degrees 37 minutes 11 seconds West,a distance of 52.45 feet; THENCE Southwesterly along said curve to the left and continuing along the east right-of-way fake of said Bentley Bridge Road, an arc length of 5246 feet to the and of said cue; THENCE South 00 degrees SS minutes 03 seconds fast, continuing along the east right-of-way line of said Bentley Bridge Road, a distance of 1,656.27 het to a found S/4 -arch YCMR for the northwest corner said MD IND tract for the beginning of a curve to the right, having 4 radius of 14,05717 feet a central angle of 00 degrees eg minutes 03 seconds, and a chord bearing of South 00 degrees 29 minutes 02 seconds East, a distance of 237.39 feet; THENCE Southeasterly along said curve to the right and continuing along the east right-of-way line of said Bentley Bridge Road, an are length of 237.39 feat to a found S/B-inch YCIR for the end of said curve THENCE South 00 degrees 00 minutes 00 seconds East, continuing along the east right-of-way line of said Bentley Bridge Road, a distance of 1,049.66 feet to a found S/b-inch YCIR for the intersection of the east right-of-way rat of said Aledo Connector Road and the northeast right-of-way line of said Bentley Bridge Road for the beginning of a curve to the left having a radius of 30.00 feet, a central angle of $3 degrees 23 minutes 24 seconds, and a chord bearing of South 41 degrees 43 minutes 43 seconds East a distant. of 6657 feet; THENCE Sohheasteriy along the northeast right-of-way lane of said Alecto Connector Road and along said curve to the left, an arc length of 72.84 feet to a found'V cut for the beginning of a reverse curve to the right, having a radars of 255.04 feet, a central angle of 92 degrees 06 minutes So seconds and a chord bearing of South 37 degrees 24 minutes 02 seconds East, a distance of 36717 feet; THENCE Southeasterly continuing along the northeast eight -of -way line of said Alecto Connector Road and along said curve to the right, an arc length of 410.02 feet to a found S/S-inch YCIR for the end of said curve, THENCE South 08 degrees 39 minutes 23 seconds west, continuing along the east right-of-way the of said Alecto Connector Road, a distance of 656.66 feet to the POINT OE BEGINNING and containing $25,340 square feet or 12.06 acres of land, more or less. The basis of bearings for this survey h the Tesas State Coordinate System, North Central Zone, based upon GPS measurements. Distances and areas hereon are surface values. A combined scale factor ofo.9fr964&6241S was used for this project. P, 15 7 f p f 9 A plat of even date accompanies this metes and SW VEYu�Y CERTI►iCATE: (4 H wl. 41 ALLEN K OF F bounds descripforh. I hereby certify that this map is based on an accurate survey of the property made on the ground under my � DUN WAY ' 02/12120y0 S U R 3 Y 460.c.oy � . Side 4>D . Far warn, � 74iCr M Bt7AIKI121 Registered Professional Land Surveyor 17XAS RE00Tt SURhnfrP G FRM rep. 10096100 state of Tens, No. 5439 2001169.039 PAGE 2 of 6 L Exhibit E-1 (TxDOT Right -of -Way) Ordinance No. 26-28877 Page 26 of 36 INTERSTATE HIGHWAY 30 ` - (VARIABLE NtDTH RIGHT-OF-WAY) I ss zj� SEE §1 SHEETS II. SEE SHEET 10 a �F SEE SHEETS INTERSTATE HIGHWAY 20 (VARIABLE WEN RIGHT—OF—WAY) VOLUnf( 1152, PACE 1031, D.RP.C.T. f SEE A metes and bounds descs stiou of even date acco npanies this pies. The basis of beai i s for the wirer is the Texas State Coordinate System, Worth Central Zone, based upon GPS neuaremenfs. Distances and areas hereon ate surface valise&. A Cathbined Scale factor of 0.99/t4i6241S was used for this project. SEE Ii SHEET 7 SHEET S a�J SEE Sc�z SHEETS a�� I POINT OF BEGINNING rO ro S/8-MQI MICS3 I RIt ) „:6.937.33.�J f—z,Tea,a57 Ise BENTLEY BRIDGE ROAD -----� _- (VARIABLE 1MDTH RIGHT—OF—WAY) I I DOCUMENT NO. D222256547 I I 0.P.R.T.C.T. SURVEYOR'S CEenrmCATE: ALE DO ROAD I hereby artily that this map is based on an accuraw sw' ey of the property made oo the ground under my (VARIABLE W OTH RIGHT—OF—WAY) 1t29/2 Hal Mol4enkipfl Date R*OstuadProfessional LendSweyor ( F T Stet! of Texas, No. 5439 "�► HAL MCU.ENKO?F D NAWAY f �a 5439 ,r SW 900ey A set • 11Ia 410 . ran rtonh. TFm 76107 W.917l9L11m S U R ti` �' TEXAS RECIIIEREL+SURVEYy40 FNM NO. l,45100 2001169.039 PAGE 4 of 10 Exhibit E-2 (TxDOT Right -of -Way) Ordinance No. 26-28877 Page 27 of 36 • i Found TkDOT monument unless otherwise noted. 1S D.RA.CT. a Deed Record;, Patter County, Texas D.R.T.C.T. . Deed Records, Tarrant County, Texas 00 C1 �0 O.P.R.P.C.T.. Official Public Records, Parker county, Texas A metes and bounds description of even date companies this plan. 10 IR�i SCALE FE£t The basis of bearings for this survey is the Texas S57'57'25'E 1,- 300 state Coordinate system, North central Zone, 189.92' based upon GPS Measurements. Distances and S4 '25 E WALSH RANCHES LIMITED areashereon are surfacevatues.Acombined scale X1077.9.9 9' PARTNERS>'$ P fxmr of o.999aa461ats was used for this project. VOLUME 1699, PC 1765 S48'38'25 -E /218.58' �f D.R.P.C.T. VOLUTE 12624. PG 92 D.R.T.C.T. 0 .-t U. ND a z J 275.85' 305.00' 209.0 ACRES 9.105.973 SQUARE T INTERSTATE (VARIA HIGHWAY 20 fl?OVRICH OLUME 113 , P� IO3 , D.R P C T 58�Q� 39 h8'A 352.28' t �S/4'21'35`w 354.15' PO �GO WALSH RANCHES LIMITED PARTNERSHIP VOLUME 1699. PG 1765 D.R.P.C.T. VOLUME 12624. PG 92 D.R.T.C.T. DUNAWY Sao mauy Miwe.. tilts LCD . Nut YANOL rs m 7ditD7 1M 1117.7ISI121 TEXAS REG8IR SLMVfl'PIG NRM NO. I00PeI00 APPROXWATE LOCATIOP4 583'29'25-E OF ABT1 Act UNE 380.00' S85'53'25E 583.29'25`F $Q' 480.42' E3 34' DIn in ctORGE W. w?LKSsuRVIE - AacrRACTNQ 1872 N83.31'O9-ly 1,065.72 POINT OF -''f BEGINNING t CALLED 2.949 FOUND S/t-MN CN PION ROD p ACRES TRACT 2 AD - N83 GRID O r` DRY RANCH, LLC ,m,937,133.27 £-s, 2r0.t57.10 S " 1 Doc. NO. FOUND 1P_Is.CHQ.j 0217210159 IRON NOD O.P.RyT.C.T. CALLED 100.6611 ACRES Mm the MARKUM LAND PROPERTIES, LLC DOCUMENT NO. D217100297 TXm LINE ~ O.P.R.T.C.T. CALLED 5.146 ACRES CITY OF FORT WORTH DOCUMENT NO. 0221015413 O.P.R.T.C.T. _., SURV(YOR'S CERTIFICATE: I hereby artily that this map is based on an accurate survey of the property made en the ground under my D1r22a wfA9RwMtA�'e� am" Registered Professional Land Surveyor State of Texas, No. 5439 Exhibit E-3 (TxDOT Right -of -Way) HAL ) 0LLENKCPF r Og 5439 t� SURV 2001169.039 PAGE 5 of 10 Ordinance No. 26-28877 Page 28 of 36 a=11'3632' WALSH RANtl4ES LIMITED 011 R=5,474.58' L=1,109.22' PARTNERSHIP CH 554' 07' 59'E 1,107.33 VO IJ D R p 9 T 1699 C 1765 VOLUME 12624, PC 92 `pt►i'93�C1 Q r- 9) S73'l5'43"E t1b 240.67' 1482*21'5a L S79'49'25'E ul 3$ E S86'32'25`E t418fl2 2p 74B 559:,'57'25"F 76.28' 274 7S' 135.88' 569'48'25E I',177.14' Iw ua z S5T57'2 189. U \1�3*:W� I Bpd �i1 "F9 coUNO ax3 CM4CREIE MO%UH . N44'15'03W 9808' WALSH RANCHES LIMITED PARTNERSHIP VOLUME 1699, PC 1765 ae�l Lei D.R.P.C.T. SCARF F�7 VOLUME 12624. PC 92 I — 300' D.R.PC.T. • s found TRDOT monumerat idles otherwise noted. A'PROIP5tA7E LOCATAW 209.0 ACRES 9,105,973 SQUARE FEET INTERSTATE HIGHWAY 20 (VARIADLE )P.0N RIGHT-OF—WAY) VOLUME 1152, PACE 1031, D.R.P.C.T. N72in 1'51'W 221.45' paaso $JaINCH IRON R0D NTH YI]LOW CAP STA DO "OUNMrAY #.ssOC' S7427'39W N83'4'14 -W 354,15' o.R.P C.T. • Dead Rtmds, Pater Coealty, Texas D,R,T,C.T. c 0led R*0DrdssTarrant COluaty, Texas OF.R P.,L,T. • s Official Pubfic ittaords Paster Coaoty, Texas I A metes and bowls despiptien of wren dote > iesthisPU. BENTLEY BRIDGE ROAD The basis of bearir-Es for this — ey is the Texas (VARIABLE WIDTH RIGHT—OF—WAY) sseeCoordinatesyg.w4MorthCental p,, DOCUMENT NO. 0222256547 based upon GPS . ., ,,1 , . .. , DKtaaces and O.P.R.T.C.T. sites hereon art serfaca values. A oombirltd sale factor of o,999sa46xus was used for this project_ AIRVEYORY CERTIFWATE: I hereby certify tbat this map is based on an accurate survey of the property made on the ground ender my I NAWA s?�'' r 0,73til3fl seo Ie r..eras • SIa.4W . ImI Mbd4 Teo 75107 �iy Mo0enkopf Date rint si31 121 Repsttred Prafesxioaal l and surveyor TfJ(AS REgS1BII133IJRVYprG iitM rap.1004610o state of Texas, No. 543P Exhibit E-4 (TxDOT Right -of -Way) U. 0 in t? a ui UI z —a 0 HAL MOLLEEKOPF p� 5439 r pay �°£SS�Q� yU $uRN �` 2001169.039 PAGE 6 of 10 Ordinance No. 26-28877 Page 29 of 36 Line Table ti��. °o•sF rOIMO sip -Linda R04 ROO 1.77' N17'4347W 116.78' N64'55'37W 208 06' 0 300' a rr.lr SCALE FE0 ,•_ 300' Line gearing Distance Number L1 N46'16'03W 159.99' S24'06'26"E 109.66' WALSH RANCHES LIMITED PARTNERSHIP VOLUME 1699, PG 1765 D.R,P.C.T. VOLUME 12624, PG 92 a0 D.R.T. C. 1. d WALSH RANCHES UMITED PARTNERSHIP VOLUME 1699, PC 1765 D.R.P.C.T. VOLUME 12624. PG 92 D.R.T.C.T. • ■ Found ThDOT monument unless ottmwiee toted. O.R.P.C.T. s Deed Records, Patkif County, Texas O.R.T.C.T. s Deed Records, Tarrant County, Texas O.P P GT_ - Of5ciatl P�lic Records, Parker County, Teas A metes and bounds description of even date accompanies this plat. The basis of beatings for this survey a the Texas State Coordinate System, North Central Zone, based upon GPS m ssurements. Distances and area hereon are staface valtrls. A combined scale factor of o.999a4462e15 was used for this project. R 45 SURVtTOR'S CERnFICATE 1 hereby certify that this map is based on an accurate survey of the property made on the ground under my DUNAWA 5BLltberfMtwlR • alaaAOo • Fo I$s.Tma ThIDr 'Hal Mollenkopf Data Ti m731S11I1 Registered Professional Land Surveyor T*XAS REG61 S 0114"N G FpM NO. 961X State of Teas, No, 5139 Exhibit E-5 (TxDOT Right -of -Way) tiP o°st£� s HAL M0LLENK0PF 5439 SURN�` a c0 W C9 a- LU W LA W z hV- 2001169.039 PAGE 7 of 10 Ordinance No. 26-28877 Page 30 of 36 4 5� 0•� QP� so L�ocAA11 iAor ABSTRACr LNCY $60'02'26E �PtC�� 110,30' WALSHTM�LIWJ1tD PARz a N44'44'22W S VOLUME 1699. PG 1765 m a 180.77' 1, D.R.P.C.L �U br• VOLUME 12624, PG 92 ► ►9 ?s� D.R.TC.T x d y�y a IV33 0 3x r� gyp_ SCALE rEEr 1. 1. .100" u F' "TT fiss $ frd i p044 Q'O'GG 91' WALSH RANCHES LIMITDE9k� C SJP.'52'ib"E PARTNERSHIP VOLUME 1699. PG 1765? 1fRs+049//i►-hiH O.R.P.CT �. I VOLUME 12824, PG 92 S48' 9'26'E D.R.T.C.T. • a round 1kDOT monument unless otheswwse noted_ D.R.P_C_T. a Deed Ratords, Pieter County, Tex D.R.T.C.T. a Deed Records, Tamnt County, Texas O.P.* P.C.T. a Official Public Records, Pastor Coway, Texas A tortes and bounds descrjtion of even date accompanies this Plat. The basis of bearings for this surveys is the Texas State coordinate System, IIorth Cerural Zone, based upon GPS measurements. Distances and areas hereon as. soffact values. A combined scale factor of O.999s446Z&IS was used for the project. $6O9eeW Avema . i,J,a 400 • f rt Mb61. Aorta Tar 1W0t7a1L1121 TEXAS REGIS1ERo)9A EYINGFWaNO,100"100 �� G' 5 ' C•f 9 HAL MMCLLENK0PF 4�r0�x55,O �Q Exhibit E-6 N64^58'00W 313.21' 4' N4816'03'W c. 159.99' SURVEYORS CERT)flCAT5. i hereby certifV that this map is based on an accurate survey of the property made on the gourd under my OTr2a2e 111x1 ae(itered Professional Land Surveyor State of Tex, No. 5439 2001169.039 P8of of 10 (TxDOT Right -of -Way) Ordinance No. 26-28877 Page 31 of 36 0 300' III mm p SCALE FUr ' 1' 300' Q U A. 200.06' N5616'08W /� DEED UNE A metes and bounds description of even date CALLED 28.30 ACRES rBOARD accompar4m this plot. OF REGENTS OF THE SSb O4'. aE UMVERSITY OF TEXAS The bass of besriRgs for this survey is the Texas 207 CE' SYSTEM state Coordinate System, North Cenral Zone, DOCUMENT ND. 202502037 baud upon GPS meauuenunts. Distances and C.P.R.P.C.T. I areas hereon are surface values. A combined scale factor of o.eeesaiused for this project 6241s was �� b�� 9?0 G • found T*DOT monument e unless otherwise noted. D.R.P.CT. • Deed Records, Parker County, Texas R,� n; t--1�. H S00.16'26'E D.R.T.C.T. s Deed Records, Tarrant CourRy, Texas r F. 200.08' O.P.RP.C.T. • Official Public Records, ►arker County, Texas 543'47'43E 199.96' FbuND s/m-INH---... ION ROO ?D.M 5/0-IHCN Ia+ROD 209.0 ACRES 9,105,973 SQUARE FEET INTERSTATE HIGHWAY 20 (VARIABLE WIDTH RIGHT-OF-WAY) VOLUME 1152, PAGE 1031, D R P.C.T. 62'42'OY,' %215.41' 533'43'31"E 201.56' v7O12O5W� 244 31' SHIP NC N63'1219W v 219.17' 'ISs, W 1 54 ?00 Y 'O �p WALSH RAESLIMITED 8g• VOLUME 1699, PG 1765 N46'35'18'W D.R,P.C T 209.77' VOLUME 12624, PG 92 D.R.T.C.T. N44- 44'22-W,/' 180.77' S75'2 7'54E 207.76' WALSH RANCHES LIMITED PARTNERSHIP VOLUME 1699, PG 1765 D.R,P C.T. VOLUME 12624, PC 92 DR T.C.T. S78*44'24"E /199 37' FOUND a/b--1yCN IRON ROO S34'O1'29'E 197.27' FOu.C sin-.i a'i Fr04 ROD S40'46'22E 196.03' .yO S4527'26'E lO 474,17' P(q SURVEYOR'S CERTIFICATE: I hereby certify that this map is based on an accurate { survey of the property made on the ground under my C UNA Ay olrzorte 3x eley uii. • 71aF 4oD • Far sgonR Te•Ya 7�I07 LpL RMRwoR bate tee:Q7.7ai1121 Registered Professional Land Surveyor 1E%AS REOWERH)SI RVEYNG FRM NO, IOODSIO State of Texas, No. 5439 Exhibit E-7 (TxDOT Right -of -Way) HAL M0LLENK0 F j 5439 a q l4G0rswo b 2001169.039 PAGE 9 of 10 Ordinance No. 26-28877 Page 32 of 36 LOT 9X. BLOCK 3 WALSH RANCH CABINET G, SLIDE 22 P.R.P.C.T. APPROrr ,MLOCAflJN ABSTRACT J iii 0 3C0 SCALE rE 'r is 300' 7"a Sip IJf � WALSH RANCHES LIMIIET) PARTNERSHIP VOLUME 1699. PG 1765 D.R.P.C.T. VOLUME 12624, PG 92 D.R.T.C.T. DEED LINE DIED t: CALLED 78.642 ACRES TRUST TRACT 2 at WALSH RANCHES UMITEO VOLUME R 2922, PAGE 413D. \> v" FOUR 0 5/-4%t1 R0N R00 N3000'19W 334.38' FOiva 5/6-1NCR IPDN — WALSH RANCHES LED PARTNERSHIP 01111 YELLOW CAP STwPED LIMITED 'DUNAWAY Alo^ W' VOLUME 1699. PG 1765 D.R.R..C.T. vOLUME 12624, PG 92 N1870'19`W D.R.T.C.T. 298.08' ?, • ■ Found TeDOT monument ' • �+p unless othervvae noted. DJl P.C.T. • Deed Re00NIS, Patter County Texat DJ1.T.C.T. i Deed Records, Tarrant County, Texas O.P.R.P.C.T. s Official Public Records, Patter County, Texas A metes and bounds description of even date accompanies this plat. N22'51'43W 210.30' The basis of beuwj for this survey a the Texas State Coordnate System, North Central Zone, based upon OPS measuremancs. Distances and N3058'08W areas hereon are surface values. A combined sole 203.04' factor of 0.99964462415 was used for this project. CALLED 28.30 ACRES BOARD OF REGENTS OF THE UNIVERSITY OF TEXAS SYSTEM DOCUMENT NO. 202502037 O.P.R.P.C.T. S� �9>,, S48'0802'E 1236.91' S51 SURVEYOR'S CERT1f1CATt: r hereby certify that this map is based on an accurate i survey of the property made on the ground under any A DUNAWAY ma- UpAllyJaILIM � atr29fa6 M allay Av%mw • StAi ADD . Fat *I. Into T61m . 1- Dait Registered Professional Land Surveyor I2X*31tf3GISTfaiO StdtvEYING FftAA tt0. I DDf6100 State of Teas, No. 5439 Exhibit E-8 (TxDOT Right -of -Way) FOUND 0f lC �i HAL UCLLENKCP F fiJ4JS y 5$0, yO 2001169.039 PAGE 10 of 10 Ordinance No. 26-28877 Page 33 of 36 METES AND BOUNDS DESCRIPTION BEING a 209.0 acre parcel of find situated in Jonathan Burks" Survey, Abstract No. 78, the wham Robinson Survey, Abstract No. 1274, the J. Woad Survey, Abstract No. 1921, Section 20, G.E. and Alt. Tandy Swvey, Abstract NO. 2355 and In Section 19, Houston Tap & IlMoria Railroad Company Survey, Abstract No, 634, Parker County and Tarrant County, Texas and being a portion of overstate Highway 20 (a variable width r(htof way), as recorded in Volume 1152, page 1031, Deed Records of Parker County, Texas (O.R P.C.T.), said 209.0 acres being more pa ticidarly described by metes and bounds as tosowt: BEGINN9IG at a found 3/6-inch'son rod in a tract of land described in deed to Walsh Ranches limited PartnenMp, as recorded in volume 1699, Page 1765, D,RP.C.T. and Volume 12624, Page 92, Deed Records of Tarrant County, Texas (D.R.T.C.T.). said corner being on the south west righto6way he of said interstate Highway 20, said corner being the northwest corner of a coifed 2.949 acre tract of land described as Tract 2 in deed to Dry Ranch, LLC, as recorded in Document No. 0217210135, Official Public Records, Tarrant County, Tens (O.P.R.T.C.T.j, from which a foetid 1/2 -inch rat rod for the southwest corner of said Tract 2 bean south 00 degrees Do minutes 24 seconds West, a distance of 317.17 feet said POINT Of BEGINNING being locatable by NAD83 Grid Coordinate N- 6,937,13327, Es 2,266,657.10; THENCE North 8) degrees 31 minutes 09 seconds West, along that southwest right-of.way fine of said interstate Highway 20, a distance of 1,065.72 feet to a found TSDOT aluminum disc in concrete (be tinafet referred to as TxDOT monument); THENCE continuing along the southwest right-of-way fine of said Interstate Highway 20 the following courses and &stances: THENCE North 89 degrees 57 minutes 53 seconds West, a distance of 35228 feet to a found TXDOT monument for corner; THENCE South 90 degrees 09 minutes 39 seconds West, a distance Of 261.37 feet to a point for caner; THENCE South 74 degrees 27 minutes 39 seconds West, a distance of 354.15 feet to a found TxOOT monument for cornet; THENCE South 82 degrees 09 minutes 46 seconds West, a distance of 231 72 feet to a point for corner; THENCE North 83 degrets 24 minutes 14 seconds west, passirnga found S/i,uch iron rod with yellow cap stamped 'DUNAWAY ASSOC' (hereinafter Merced to as 5/3 -inch YCI t) for the northwest terminus of Bentley srdgt Road (a variable width nght-of way), as recorded in n Document No, 0222256347, 0.P.R.T.C.T. at a distant of $9.09 feet, continuing For a total distance of 222.34 feet to a found TxDOT monument for corner; THENCE North 72 degrees 21 minutes 51 seconds West, a di tancst a of 221AS feet to a point for Comm; THENCE North 58 degrees 56 minutes 13 seconds Wort, a distance of 24939 feet to a found TXDOT monument for Corner; THENCE North 44 degrees 1S minutes 03 seconds West, a distance of 68.Os feet to a found TxOOT monument for corner; THENCE North 44 degrees 37 minutes 13 seconds West, a distance of 383.61 fret to a found concrete monument (broken) for comer; THENCE North 53 degrees 44 minutes 57 seconds West, a distance of 296.89 feet to a found TsDOT monument for corner; THENCE North 60 degrees 14 minutes 22 seconds West, a distance of 52332 het to a found TxDOT monument for the beg6rrng of a cum to tit right having a radius of 3,964.58 be, a central angle of 11 degrees 36 minutes 32 seconds and a chord beating of North 54 degrees 06 minutes 38 seconds west, a distance of 1,210A8 feet; THENCE Northwesterly continuing along the southwest right -of wey fine of said interstate Highway 20 and along said cum to the right, an arc length at 1,212.55 feet to a found TxDOT monument for corner; THENCE North 48 degrees 21 minutes 16 seconds West, a distance of 789.67 feat to a found TXDOT monument for caner; THENCE North 64 degrees 55 minutes 37 seconds West, a distance 01201.06 het to a found TsVOT monument for comet THENCE North 48 degrees 20 main tes 22 seconds West;, a distance of 349.69 hint to a found TxDOT monument for corner; THENCE North 17 degrees 43 minutes 47 seconds West, a distance of 116.78 feet to a point for Come; THENCE North 4$ degrees 16 minutes 03 seconds Wert, passing a found TxDOT monument at a distance of 79.77 feet, continuing for a total distance of 159.99 feet to a point for corner; THENCE North 64 degrees SB minutes 00 seconds West, a distance of 31321 feet to a found ThDOT monument for corner; THENCE North 48 degrees 20 minutes 19 seconds West, a distance of 1,250.21 feet to a point for corner, THENCE North 33 degrees 37 minutes 29 seconds west, a distance of 36133 he to a found 15001 monument for c 11L THENCE North 46 degrees 15 minutes 22 seconds West, a distance of 434.43 feet to a point for comer; ,,,E 0 F r, continuing /Aplatofevoedaftaccompaointhismttesre1W SURVEYORSCERTIFICATE: HAL VOLLF't9(V,F bounds description. i hereby certify that this map is based on an accwato f ' rw suety oldie property made on the ground under my 543 5 S"Jr o DUNAWA . otJzarie s u � y�� 930M"Aw Psw • SWs40 • Fm? Ywpih.1 76107 Daft 1U:fli7ifil121 Registered Professional Land Surveyor TEJSS RECBI6IBOWKW4GFNM NO. hra6IO i State of Texas, No. 5439 2001169.039 PAGE 1 of 10 Exhibit E-9 (TxDOT Right -of -Way) Ordinance No. 26-28877 Page 34 of 36 METES AND BOUNDS DESCRIPTION Corstirslrng....... THENCE South 28 degrees 44 minutes 24 seconds East, a distance of 199 37 feet to a found 5/8 -inch iron rod for comer; THENCE South 34 degrees 01 minute 29 seconds East a distance of 197.27 feet to a found 5/a -inch ion rod for comer; THENCE South 40 degrees 46 minutes 22 seconds East, a distance of 196.03 feet to a found TXDOT monument for corner; THENCE South 45 degrees 27 minutes 26 seconds East, a distance of 474.17 feet to a poet for corner; THENCE South 60 degrees 02 minutes 26 seconds East, a distance of 110.30 feet to a point for caner, THENCE South 46 degrees 04 minutes 26 seconds East, a distance of 479.54 feet to a point for corner; THENCE South 53 degrees SS minutes 26 seconds East, a distance of 512.45 feet to a found TXOOT monument for corner; THENCE South 48 degrees 19 minutes 26 seconds East, passing a found TxDOT monument at a distance of 438.09 feet, continuing fore distance of 653.00 het to a farts 15001 monument for corner; THENCE South 38 degrees $2 minutes 26 seconds East, a distance of 182.48 feet to a found S/4+nch ion rod for corner; THENCE South as degrees 19 minutes 26 seconds East, a distance of 595.00 feet to a found S/g-inch iron rod for corner; THENCE South 24 degrees 06 minutes 26 seconds East, a distance of 109.66 feet to a pant for corner; THENCE South at degrees 19 minutes 26 seconds East, a distance of 989.12 feet for the beginning of a curve to the left having a radius of 5,174.54 feet a central angle of 11 degrees 36 minutes 32 seconds and a chord bearing of South 54 degrees 07 minutes 59 seconds East, a distance of 1,107.33 feet; THENCE Southeasterly continuing along the northeasterly right-of-way of said Interstate Highway 20 and along said curve to the left, an arc ' length of 1,109.22 feet for the end of said curve; THENCE South 64 degrees 47 minutes 43 seconds East a distance of 239.00 feet to point for corner; THENCE South 73 degrees 15 minutes 43 seconds East a distance of 240.67 feet to a point for comer; THENCE South 96 degrees 32 minutes 25 seconds East, a distance of 276.75 feet to a point for corner; THENCE North 78 degrees 03 minutes 33 seconds East, a distance of 35120 feet to a point for comer; THENCE North 82 degrees 21 minutes 53 seconds East, a distance of 144.54 feet to a point far comer; THENCE South 85 degrees 57 minutes 2S seconds East, a distance of 135.66 feet to a point for corner; THENCE South 79 degrees 49 minutes 25 seconds East a distance or 17628 feet to a pout far corner; THENCE South 69 degrees 48 minutes 2S seconds East a distance of 177.14 feet to a point for comer; THENCE South 57 degrees 57 minutes 25 seconds East a distance of 1899.92 feet to a point for corner; THENCE South 46 degrees 41 minutes 2S seconds East, a distance of 107.99 feet to a point for corner, THENCE South 1$ degrees 34 minutes 25 seconds East, a distance of 218.58 feet to a point for corner, • THENCE South 56 degrees 29 minutes 25 seconds East a distance of 275,45 feet to a point for corner; THENCE South 73 degrees 06 minutes 25 seconds East, a distance of 305,00 feet to a point for corner; THENCE South 83 degrees 29 minutes 25 seconds East, a distance of 34000 feet to a point for corner; THENCE North 86 degrees 11 minutes 35 seconds Last, a distance of 111.80 feet to a pout for comer, THENCE South 85 degrees 53 minutes 2$ seconds East, a distance of 640,42 feet to a point for corner; THENCE South 43 degrees 29 minutes 25 seconds East, a distance of 83.34 het to a point for corner; THENCE South 00 degrees 00 minutes 24 seconds west, departing the northeast right-of-way of said Interstate Highway 20, across said Interstate Highway 20, a distance of 553.03 feet to the POINT Of 6EGINN ING and containing 9,105,973 square feet or 209.0 acres of land, more or less. The basis of bearings for this survey is the Ten State Coordinate System, North Central Zone, 0 I. based upon GPS measurements. Distances and areas hereon are surface values. A combined scale KG1 r E f factor of o.999a4442ais was used for this project. e* �('o 9^ A plee of even data accompanies this metes and SURVEYOR'S CERTIFICATE: HAL (,MULLENKCPF bounds description. thereby certify that this map is based an an accurate 1 survey of the properly made on the ground under my sy'c 5w3S S g4`l~{V .lam DUNAWA 0112W2E S U R C sso6wr/warlua • wa400. wrtMrllL tame, 7rntn Date teI:u17,886.1121 Registered PrafessiorW Land Surveyor IFW RWAY8M SLVvFnN* FPM NO,100v8100 State of Texas, No, 5439 2001169.039 PAGE 3 of 10 Ordinance No. 26-28877 Page 35 of 36 Exhibit F Municipal Services Agreement (to be inserted upon full execution by all parties) Ordinance No. 26-28877 Page 36 of 36 CSC No. 66029 MUNICIPAL SERVICES AGREEMENT BETWEEN THE CITY OF FORT WORTH, TEXAS AND MD IND P1, LLC AND WALSH RANCHES LIMITED PARTNERSHIP This Municipal Services Agreement ("Agreement") is entered into on 29th day of sir , 2026 by and between the City of Fort Worth, Texas, a home -rule municipality of the State of Texas, ("City") and MD IND P1. LLC & WALSH RANCHES LIMITED PARTNERSHIP ("Owner"). RECITALS The parties agree that the following recitals are true and correct and form the basis upon which the parties have entered into this Agreement. WHEREAS, Section 43.0671 of the LGC permits the City to annex an area if each owner of land in an area requests the annexation; WHEREAS, where the City elects to annex such an area, the City is required to enter into a written agreement with the property owner(s) that sets forth the City services to be provided for the Property on or after the effective date of annexation (the "Effective Date"); WHEREAS, Owner owns certain parcels of land situated in TARRANT County, Texas, which consists of approximately 312.354 acres of land in the City's extraterritorial jurisdiction, such property being more particularly described and set forth in Exhibits "A-1 thru A-6" attached and incorporated herein by reference ("Property"); WHEREAS, Owner has filed a written request with the City for full -purpose annexation of the Property, identified as Annexation Case No. AX -26-004 ("Annexation Case"); WHEREAS, City and Owner desire to set out the City services to be provided for the Property on or after the effective date of annexation; WHEREAS, the Annexation Case and execution of this Agreement are subject to approval by the Fort Worth City Council; and NOW THEREFORE, in exchange for the mutual covenants, conditions and promises contained herein, City and Owner agree as follows: 1. PROPERTY. This Agreement is only applicable to the Property, which is the subject of the Annexation Case. 2. INTENT. It is the intent of the City that this Agreement provide for the delivery of full, available municipal services to the Property in accordance with state law, which may be accomplished through any means permitted by law. For purposes of this Agreement, "full OFFICIAL RECORD Owner -Initiated Annexation Service Agreenieut CITY SECRETARY I of 24 FT. WORTH, TX municipal services" means all services provided by the City within its full -purpose boundaries, including water and wastewater services and excluding gas or electrical service. 3. MUNICIPAL SERVICES. a. Commencing on the Effective Date, the City will provide the municipal services set forth below. As used in this Agreement, "providing services" includes having services provided by any method or means by which the City may extend municipal services to any other area of the City, including the City's infrastructure extension policies and developer or property owner participation in accordance with applicable city ordinances, rules, regulations, and policies. i. Fire — The City's Fire Department will provide emergency and fire protection services comparable with the provision of services available in other parts of the municipality with topography, land use and population density similar to the level of service contemplated or projected in the area. ii. Police — The City's Police Department will provide protection and law enforcement services. iii. Emergency Medical Services — The City's Fire Department and MedStar (or other entity engaged by the City after the Effective Date) will provide emergency medical services. iv. Planning and Zoning — The City's Development Services Department will provide comprehensive planning, land development, land use, and building review and inspection services in accordance with all applicable laws, rules, and regulations. v. Parks and Recreational Facilities — Residents of the Property will be permitted to utilize all existing publicly -owned parks and recreational facilities and all such facilities acquired or constructed after the Effective Date (including community service facilities, libraries, swimming pools, etc.), throughout the City. Any private parks, facilities, and buildings will be unaffected by the annexation; provided, however, that the City will provide for maintenance and operation of the same upon acceptance of legal title thereto by the City and appropriations therefor. In the event the City acquires any other parks, facilities, or buildings necessary for City services within the Property, the appropriate City department will provide maintenance and operations of the same. vi. Other Publicly Owned Buildings — Residents of the Property will be permitted to use all other publicly owned buildings and facilities where the public is granted access. vii. Stormwater Utility Services — The Property will be included in the City's Stormwater Utility service area and will be assessed a monthly fee based on the amount of impervious surface. The fees will cover the direct and indirect costs of stormwater management services. viii. Roads and Streets (including Street lighting) — The City's Transportation and Public Works Department will maintain the public streets and streetlights over which the City has jurisdiction. The City will provide regulatory signage services in accordance with the City policies and procedures and applicable laws. ix. Water and Wastewater to Existing Structures — Occupied structures that are Owner -Initiated Annexation Service Agreement 2 of 24 using water -well and on -site sewer facilities on the Effective Date may continue to use the same. If a property owner desires to connect an existing structure to the City water and sewer system, then the owner may request a connection and receive up to 200 linear feet of water and sewer extension at the City's cost for each occupied lot or tract in accordance with the City's "Policy for the Installation of Community Facilities" and applicable law. Once connected to the City's water and sanitary sewer mains, the water and sanitary sewage service will be provided by the City at rates established by City ordinances for such service. x. Solid Waste Services — The City will provide solid waste collection services in accordance with existing City ordinances and policies, except where prohibited by law. xi. Code Compliance — The City's Code Department will provide education, enforcement, and abatement relating to code violations within the Property. xii. Full Municipal Services — Commencing on the Effective Date, the City will provide to the Property all services provided by the City within its full -purpose boundaries and not otherwise listed above, except as provided in Section 3(b). b. The City will provide water service and wastewater treatment service to developments established after the Effective Date in accordance with, and on the schedule determined by, the City's extension policies and applicable law and at rates established by City ordinances for such services. c. It is understood and agreed that the City is not required to provide a service that is not included in this Agreement. d. Owner understands and acknowledges that the City departments listed above may change names or be re -organized by the City Manager. Any reference to a specific department also includes any subsequent City department that will provide the same or similar services. 4. SERVICE LEVEL. The City will provide the Property with a level of services, infrastructure, and infrastructure maintenance that is comparable to the level of services, infrastructure, and infrastructure maintenance available in other parts of the City with topography, land use, and population density similar to those reasonably contemplated or projected for the Property. 5. AUTHORITY. City and Owner represent that they have full power, authority and legal right to execute, deliver and perform their obligations pursuant to this Agreement. Owner acknowledges that approval of the Annexation Case is within the sole jurisdiction of the City Council. Nothing in this Agreement guarantees favorable decisions by the City Council. 6. SEVERABILITY. If any part, term, or provision of this Agreement is held by the courts to be illegal, invalid, or otherwise unenforceable, such illegality, invalidity, or unenforceability will not affect the validity of any other part, term or provision, and the rights of the parties will be construed as if the part, term, or provision was never part of the Agreement. 7. INTERPRETATION. The parties to this Agreement covenant and agree that in any litigation relating to this Agreement, the terms and conditions of the Agreement will be interpreted Owner -Initiated Annexation Service Agreement 3 of 24 according to the laws of the State of Texas. The patties acknowledge that they are of equal bargaining power and that each of them was represented by legal counsel in the negotiation and drafting of this Agreement. 8. GOVERNING LAW AND VENUE. Venue shall be in the state courts located in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division and construed in conformity with the provisions of Texas Local Government Code Chapter 43. 9. NO WAIVER. The failure of either party to insist upon the performance of any term or provision of this Agreement or to exercise any right granted hereunder shall not constitute a waiver of that party's right to insist upon appropriate performance or to assert any such right on any future occasion. 10. GOVERNMENTAL POWERS. It is understood that by execution of this Agreement, the City does not waive or surrender any of its governmental powers or immunities. 1.1. COUNTERPARTS. This Agreement may be executed in any number of counterparts, each of which shall be deemed an original and constitute one and the same instrument. 12. CAPTIONS. The captions to the various clauses of this Agreement are for informational purposes only and shall not alter the substance of the terms and conditions of this Agreement. 13. AGREEMENT BINDS AND BENEFITS SUCCESSORS AND RUNS WITH THE LAND. This Agreement is binding on and inures to the benefit of the parties, their successors, and assigns. The term of this Agreement constitutes covenants running with the land comprising the Property, is binding on the Owner and the City, and is enforceable by any current or future owner of any portion of the Property. 14. ENTIRE AGREEMENT. This Agreement constitutes the entire agreement between the parties and supersedes all prior oral and written agreements between said parties. This Agreement shall not be amended unless executed in writing by both parties. Executed as of the day and year first above written to be effective on the effective date of annexation of the Property. Owner -Initiated Annexation Service Agreement 4 of 24 CITY OF FORT WORTH By: Name: Jesica McEachern Assistant City Manager Approved as to Form and Legality: By::. ,4„t.. Name: Melinda Ramos Deputy City Attorney By: Stephen ane oct 2. 2026 10:40 26 Co11 Name: Stephen Murray Contract Manager By: (1 Name: Jannette S. Goodall City Secretary Approvals: M&C: By: 26-0845 Ordinance No. By: 26-28877 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Owner -Initiated Annexation Service Agreement 5 of 24 State of Texas § County of Tarrant § This instrument was acknowledged before me on the V� day of , 2O, by Jesica McEachern, Assistant City Manager of the City of Fort Worth, a Texas municipal corporation, on behalf of said corporation. f 1 � u►. By: J �.yJ�� xr p�e TIFFANY BACON Notary ID #128261860 +� My Commission Expires Notary Public, State of January 20, 2027 Owner -Initiated Annexation Service Agreement 6 of 24 MD IND P1, LLC By: Name: icv`ann/Dickerson Title: President State of Te? �' § County of ?GICJ[ § M. NOBLES a`t4'' , Notary Public, State of Texas Comm, Expires 0&07.2027 Notery iD 132042804 w r This instrument was acknowledged before me on the . day of M ,02{Qby Ryan Dickerson, President, on behalf of MD IND P1, LLC, By:j)4[P AdL c Notary Public, State of Owner -Initiated Annexation Service Agreement 7 of 24 WALSH RANCHES LIMITED PARTNERSHIP a Texas limited partnership By: Walsh North Star Company, LLC a Delaware limited liability company Its General Partner Name: Ryan Dickerson Title: Vice President .�+t'n'��, BEXIE M. NOBLES .�� `��IY Pr/3, vn,�lotery Public, State of Texas State of l�-t"'� & ' Comm. Expires 06-07-2027 Notary ID 132042804 County of V cex- This instrument was acknowledged before me on the i 1 day of m , ^),02 bi y Ryan Dickerson, Vice President, on behalf of WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership. By: L A4i't&Lj Notary Public, State of Te-4.a Owner-lnitiatcd Annexation Service Agreement 8 of 24 EXHIBIT A-1 V - - - INTERSTATE HIGHWAY 20 \� (VARIABLE WIDTH RIGHT-OF-WAY) J - - - _ VOLUME 1152, PAGE 1031, D.R.P.C.T. ~ r 'Tiii:: - �►. 11 ( � SEE SHEET 4 BENTLEY BRIDGE ROADS I (11O' WIDTH RIGHT-OF-WAY) DOCUMENT NO. D222258547 SEE 1 0 moo' SHEET3 rALEDO CONNECTOR ROAD / (6O' WIDTH RIGHT-OF-WAY) SCALE FEET •'''+.. 7 - `r� DOCUMENT NO. D222256547 t 1000' POINT OF J O.P.R.T.C.T. BEGINNING r l---�.--.____E-z2%88$,83._ 11 I ------ A metes and bounds description of even date ALE DO ROAD accompanies this plat. (VARIABLEE WIDTH R(GHT—OF—WAY) � OF T The basis of bearings for this survey Is the Texas State Coordinate System, North Central Zone, based upon GPS measurements. Distances and areas hereon are surface values. A combined scale factor of 099984462415 was used for this project. RUNAWAY` 550 Bolay Avenue , 5upe400 • red Worth.Texos 76107 Te1:817.75.1121 1EXAS REG$TBtED *URVEYING RRM NO. i 1f81 W SURVEYOR'S CERTIFICATE: I hereby certify that this map Is based on an accurate survey of the property made on the ground under my� supervision. 02112/26 a Moiienk pf Date Registered Professional Land Surveyor State of Texas, No, 5439 F HAL MOLLENKOPF 5439 k ._ � 2O01169.039 PAGE 2 of 4 Owner -Initiated Annexation Service Agreement 9 of 24 EXHIBIT A-1 Continued U) ro d w in 0 0 8 Z N65'05'28"W_/ 18.05' MATCH LINE SEE PAGE 4 OF 4 62.46 ACRES w CALLED 119.4 ACRES 2,720,598 SQUARE FEET I MD IND P1, LLC i DOCUMENT NO. w 0225171388 I O.P.R.T.C.T. 0 N /-BENTLEY BRIDGE ROAD 1/ (110' WIDTH RIGHT-OF-WAY) DOCUMENT NO. D222256547 O.P.R.T.C.T. POINT OF BEGINNING ( FOUND 5/8 -INCH FOUND 5/6 -NIGH IRON ROD IRON ROD WITH NAD83 GRID YELLOW CAP STAMPED N-8,933.106.93 •DUNAWAY ASSOC' o E-2,284,528.53 '1a24• N54'39'19E p�� Rex�s4 2 N90'00'00•W 134.88' "�1f7T 32. 44,W 648.99' 364'00' 1 \ tr WALSH RANCHES LIMITED PARTNERSHIP VOLUME 1899. PAGE 1765 D.R.P.C.T. VOLUME 12624, PAGE 92 D.R.T.C.T. 0 300'.�S1' L`� v' A� SCALE FEET C( t.- soo, 1.—i ') pr, t I 5t1� I 150 lti `�s I U 11C00 �`{i O o ~cf �, oIt LOCATION OF� ABSTRACT UNE • ° `� `'c�• � � UNION PACIFIC (VARRAILROAD 4�Lj�9tig 1A9 W10TH �Of1T- ^WA1� IFOUND 5/6 —INCH IRON ROD SIN YELLOW CAP STAMPED •DUNAWAY ASSOC" ALEDO= ROAD D.R.P.C.T. Deed Records, Parker County, Texas D.R.T.C.T. Deed 1 A8LE V4O H R OIT WA I1r} = Records, Tarrant County, Texas O.P.R.T.C.T. - Official Public Records, Tarrant County, Texas A metes and bounds description of even date accompanies this plat. The basis of bearings for this survey Is the Texas State Coordinate System, North Central Zone, based upon GPS measurements. Distances and 0 F areas hereon are surface values. A combined scale T factor of 0.99984462415 was used for this project. I P�.•• S 7 •••�'•.a h r•F'G �eR'o•. d e' SURVEYOR'S CERTIFICATE: I hereby certify that this map Is based on an accurate HAL M0LLENK0PF ~DUNAWAY/ survey of the property made on the ground under my a +,.o • �••ti� D2/12f28 s559o;:�O '�� ••......• �� U R V 550 Halley Avenue • Sulle 400 • Fat WorSt Texas 76107 lIsi )ttolle- fiefe Td: 617.335.1121 TEXAS REG61BtE)SURVEWM RRM NO. 15096100 Registered Professional Land Surveyor State of Texas, No. 5439 2001169.039 PAGE 3 of 4 Owner -Initiated Annexation Service Agreement 10 of 24 EXHIBIT A-i Continued BENTLEY BRIDGE ROAD (110' WIDTH RIGHT-OF-WAY) N24'18'Z8 "E DOCUMENT NO. D222256547 55.00' de O.P.R.T.C.T. S�7• S1 ��74140' N9000'00'E 47� 735.8T 245.51' E �1I15p1�� we=nat_'a� 62.46 ACRES a'Z 2 2,720,598 SQUARE FEET 3' WALSH RANCHES LIMITED PARTNERSHIP VOLUME 1699, PAGE 1765 D.R.P.C.T. VOLUME 12624, PAGE 92 -M D.R.T.C,T. P So _ in ttrpr7 nn r1 FOUND 5/8 -INCH IRON ROD WITH a�Q'58'D3' YELLOW CAP STAMPED •DUNAWAY ASS0C' R■•13,947.17' L=235.53' CH -SO' 29' 02'E 235.53' , Q� -L Z APPROXIMATE LOCATION OF ABSTRACT LINE N8901'57E 110.02' SSS' D 300' A metes and bounds description of even date accompanies this plat. gyLANQ� a>•I aT�l SCALE FEET The bask of bearings for this survey Is the Texas q - CALLED 119.4 ACRES E t'. 300' State Coordinate System, North Central Zone, o^ MD IND P1, LLC based upon GPS measurements. Distances and Q N DOCUMENT NO. areas hereon are surface values. A combined scale o I 0225171388 factor of 0.99964462415 was used for this project. O.P.R.T.C.T. MATCHLINE SEE PAGE 3 OF 4 D.R.P.C.T. - Deed Records, Parker County, Texas D.R.T.C.T. : Deed Records, Tarrant County, Texas O.P.R.T.C.T. Official ;F� - Public Records, Tarrant County, Texas �O S SURVEYOR'S CERTIFICATE: I hereby certify that this map Is based on an accurateKOPFsurvey of the property made on the ground under my•DUNAWAy UUMOLLENKOPF E 550 holey Avenue • tulle 400 • Fart Worth, Taxos 76107 Hai Moen Rat s Ta1:a17. 35.1121 1DfA5 REGISTet13SI1RVEYING NRM NO. 10095100 Registered Professional Land Surveyor State of Texas, No. 5439 2001169.039 PAGE 4 of 4 Owner -Initiated Annexation Service Agreement II of 24 EXHIBIT A-2 Metes & Bounds METES AND BOUNDS DESCRIPTION BEING a 62.46 acre parcel of land situated in the William Robinson Survey, Abstract No. 1274 and the Henry Lane Survey, Abstract No. 928, Tarrant County, Texas and being a portion of a tract of land described In deed to Walsh Ranches Limited Partnership, as recorded in Volume 1699, Page 1765, Deed Records of Parker County, Texas (D.R.P.C.T.) and Volume 12624, Page 92, Deed Records of Tarrant County, Texas (D.R.T.C.T.), said 62.46 acres being more particularly described by metes and bounds as follows: BEGINNING at a point for corner In said Walsh Ranches tract, said corner being on the west right-of-way line of Bentley Bridge Road (a 110' width right-of-way), as recorded in Document No. D222256547, Official Public Records, Tarrant County, Texas (O2,R.T.C.T.), from which a found 5/8 -Inch Iron rod with yellow cap stamped "DUANWAY ASSOC" (hereinafter referred to as 5/8 -Inch YCIR) for a point on the common east right-of-way Una of said Bentley Bridge Road and the west line of a called 119.4 acre tract of land described In deed to MD IND P1, LLC, as recorded in Document No. 0225171388, O.P.R.T.C.T. bears North 54 degrees 39 minutes 19 seconds East, a distance of 134.88 feet, said POINT OF BEGINNING being locatable by NAD83 Grid Coordinate N= 6,933,108.93, E= 2,264,526.53.; THENCE North 90 degrees 00 minutes 00 seconds West, departing the west right-of-way line of said Bentley Bridge Road, across said Walsh Ranches tract, a distance 364.00 feet to the beginning of a curve to the right having a radius of 1,500.00 feet, a central angle of 24 degrees 54 minutes 32 seconds and a chord bearing of North 77 degrees 32 minutes 44 seconds West, a distance of 646.99 feet, from which a found 5/8 -inch YCIR for the southwest corner of said MD IND tract and the southeast terminus of Aledo Connector Road (60' width right-of-way), as recorded in Document No. 222256547, O.P.R.T.C.T. bears South 35 degrees 08 minutes 30 seconds East, a distance of 1,116.28 feet, - THENCE Northwesterly continuing along said curve to the left and across said Walsh Ranches tract, an arc length of 652.11 feet for the end of said curve; THENCE continuing across said Walsh Ranches tract the following courses and distances: North 65 degrees 05 minutes 28 seconds West, a distance of 18.05 feet to point for corner; North 00 degrees 00 minutes 05 seconds East. a distance of 2,655.05 feet to point for corner; North 24 degrees 16 minutes 26 seconds East, a distance of 55.00 feet to point for the beginning of a non -tangent curve to the left having a radius of 1,750.00 feet, a central angle of 24 degrees 16 minutes 26 seconds and a chord bearing of South 77 degrees 51 minutes 47 seconds East, a distance of 735.87 feet; Southeasterly along said curve to the left and continuing across said Walsh Ranches tract, an arc length of 741.40 feet for the end of said curve; North 90 degrees 00 minutes 00 seconds East, a distance of 245.51 feet to a point corner on the west right-of-way line of saki Bentley Bridge Road; THENCE South 00 degrees 58 minutes 03 seconds East, alongthe west right-of-way line of said Bentley Bridge Road, a distance of 1,334.57 feet to the beginning of a curve to the right having a radius of 13,947.17 feet, a central angle of 00 degrees 58 minutes 03 seconds and a chord bearing of South 00 degrees 29 minutes 02 seconds East, a distance of 235,53 feet, from which a found 5/8 -inch YCIR on the east right-of-way line of said Bentley Bridge Road and the northwest corner of said MD IND tract bears North 89 degrees 01 minute 57 seconds East, a distance 110.02 feet; THENCE Southeasterly along said curve to the right and the west right-of-way line of said Bentley Bridge Road, an arc length of 235.53 feet for the end of said curve; THENCE South 00 degrees 00 minutes OOseconds East, continuing along the west ►Ight-of-way One of said Bentley Bridge Road, a distance of 1,127.71 feet to the POINT OF BEGINNING and containing 2,720,598 square feet or 62.46 acres of land, more or less. The basis of bearings for this survey is the Texas State Coordinate System, North Central Zone, based upon GPS measurements. Distances and areas hereon are surface values. A combined scale factor of 0.99984462415 was used for this project. A plat of even date accompanies this metes and SURVEYOR'S CERTIFICATE: bounds description. I hereby certify that this map Is based on an accurate survey of the property made on the ground under my �� IMNAwAy supervision DQ 550 Daley Avenue • Sulia 400 • Fort Worth. To= 76107 Hal Mollenk Date Tata17.335.1121 Registered Professional land Surveyor TEXAS REGISTHt® SURVEYING RRM NO.10098100 State of Texas, No. 5439 OF cam; Q� * HAL MOLLENKOPF 9�•••p ES90:•• Al SUR'4 2001169.039 PAGE 1 of 4 Owner -initiated Annexation Service Agreement 12 of24 EXHIBIT A-3 INTERSTATE HIGHWAY 10 � SHEET4 (VARIABLE WIDTH RIGHT-OF-WAY) ` VOLUME 1152, PAGE 1031. D.R.P.C.T. SEE r POINT OF- - SHEET9 I BEGINNING FOUND 5/6 -INCH IRON ROD NAD83 GRID N-6,937,133.27 t-2,266,857.10 - -. I 1 f 1 SEE SEE SHEET 8 SHEET 5 BENTLEY BRIDGE ROAD , (10' WIDTH RIGHT -OF --WA . _ I DOCUMENT N0. D22225�4� - ' - - - 0 1000' I rALEDO CONNECTOR LOAD L_._ rr� I (60' WIDTH RIGHT-OF-WAY SCALE FEET w DOCUMENT NO./)22225654 1'- 100o' SEE u O.P.R.T.C.T. SHEET 7 ' SEE r SHEET6 A metes and bounds description of even date ALE DO ROADS accompanies this plat. (VARIABLE WIDTH RIGHT—OF—WAY) Of ,,- The basis of bearings for this survey is the Texas G R�'•�9 State Coordinate System, North Central Zone, SURVEYOR'S CERTIFICATE: oq ;' Fp• 1P based upon GPS measurements. Distances and I hereby certify that this map is based on an accurate • 2 areas hereon are surface values. A combined scale survey of the property made on the ground under my HAL MOLLENKOPF factor of 0.99984462415 was used for this project. su erviston _ ZA 5439 �s� �r 02112128 gy'iy0,' S :10�f�0 'Uv DUNAWAy' Hal Molle`nk�pf Date S U R N ti Registered Professional Land Surveyor 550 6opsy Avenue • Suite 400 • Fort Wath, Texas 76107 State of Texas, No. 5439 Tei: 617.335.1121 TWA RFG SIERID SURVEt1NG RRM NO. 10098100 2001169.039 PAGE 3 of 9 Owner -Initiated Annexation Service Agreement 13 of 24 EXHIBIT A-3 Continued to E F OT U- 0 OT LLJ L7 0 LLJ LU LJJ z J U D.R.P.C.T. = Deed Records, Parker County, Texas D.R.T.C.T. = Deed Records, Tarrant County, Texas SOti q9 O.P.R.T.C.T. = Official Public Records, Tarrant County, Texas 6" GT00, 0 A metes and bounds description of even date a� accompanies this plat. SCALE FEET The basis of bearings for this survey Is the Texas 1•' State Coordinate System, North Central Zone, based upon GPS measurements. Distances and WALSH RANCHES LIMITED areas hereon are surface values. A combined scale PARTNERSHIP factor of 0.99984462415 was used for this project. VOLUME 1699, PAGE 1765 D.R.P.T. N. VOLUME 12624, PAGE 92 D.R.T.C.T. APPROXIMATE LOCATION OF ABSTRACT LINE INTERSTAT1I,, APPROXIMATE LOCATION OF ABSTRACT LINE V 11s GHW wa 20 1, D.R.P,CT N80 09 3g 589'57'53E 264 352.28' N74.27'39E 2RA I K' APPROXIMATE LOCATION OF A85T14CT LINE GEORGE W. 947LKS S83 31'09" 1065 SURVEY z AnurRacrNo. 1672 POINT OF949 BEGINNING CALLED 2.949 FOUND 5/6-RR71 RON ROD ACRES "TRRACT 2" HAD83 GRID N-6,237,13].27 DRY RANCH, LLC 244.1 ACRES E-R266JL57.10 DOG. NO. D217210159 10,633,090 SQUARE FEET 0.P.R.T.C.T. WALSH RANCHES LIMITED PARTNERSHIP VOLUME 1699, PAGE 1765 D.R.P.C.T. VOLUME 12624, PAGE 92 D.R.T.C.T. MATCHLINE SEE PAGE 5 OF 9 CALLED 100.6811 ACRES DEED LINE 27 �- MARKUM LAND PROPERTIES, LLC DOCUMENT NO. 0217100297 - -- DEED LINE O.P.R.T.C.T. CALLED 5.146 ACRES 500'00'24"W CITY OF FORT WORTH DOCUMENT NO. 0221015413 X5,288.60' O.P.R.T.C.T. SURVEYOR'S CERTIFICATE: I hereby certify that this map is based on an accurate 1, survey of the property made on the ground under my supervision A DUNAWAy. ��j!�''�Jj� {y/02h2/W 550 Rarwy Avenue • Suite 100 • Foil Worth TeXas 7610�A4P� Date Tat 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO.10D9810D Registered Professional Land Surveyor State of Texas, No. 5439 A,l' 'ST HAL MOLLENKOPF c 5439 SURD 2001169.039 PAGE 4 of Owner -Initiated Annexation Service Agreement 14 of 24 C EXHIBIT A-3 Continued MATCHLINE SEE PAGE 4 OF 9 DEED UNE J D.R.P.C.T. = Deed Records, Parker County, Texas D.R.T.C.T. = Deed Records, Tarrant County, Texas O.P.R.T.C.T. = Official Public Records, Tarrant County, Texas A metes and bounds description of even date accompanies this plat. The basis of bearings for this survey Is the Texas State Coordinate System, North Central Zone, based upon GPS measurements. Distances and areas hereon are surface values. A combined scale factor of 099984462415 was used for this project. 5 p08S1, � 0000 G 0 300' SCALE FEET t.- 30 244.1 ACRES fAPPROXIMATE 10.633.090 SQUARE FEET LOARION OF ABSTRACT UNE WALSH RANCHES LIMITED PARTNERSHIP VOLUME 1699, PAGE 1765 N D.R.P.C.T. (0 w m VOLUME 12624, PAGE 92 D.R.T.C.T. pp<pp .Fy�U 3 oN� 'a�za 'o teTI A� ¢UL,J 10 DEED LINE 1 i CALLED 119.4 ACRES MV IND P1, LLC DOCUMENT NO. D225171388 O.P.R.T.C.T. �0- MATCHLINE SEE PAGE 6 OF 9 SURVEYOR'S CERTIFICATE: I hereby certify that this map Is based on an accurate survey of the property made on the ground under my DUNAWAYCE p2,r12f2fi 550 twby Avenue • Sutla 400 • Fart worth, Texas 76107 Hal Mollee r Tf Rate Tatgl7.335.112t Registered Professional Land Surveyor TL7LA3 REGMWED SURVEYING RRM NO.10098100 State of Texas, No. 5439 DEED UNE x z�► nz ►-Qti `P� ��OzeRFf HAL MOLLENKOPF ��Ago5439Po: 5UR� 2001169.039 PAGES of 9 Owner -Initiated Annexation Service Agreement 15 of 24 EXHIBIT A-3 Continued I MATCHLINE SEE PAGE 5 OF 9 D.R.P.C.T. = Deed Records, Parker County, Texas v D.R.T.C.T. = Deed Records, Tarrant County, Texas O.P.R.T.C.T. = Official Public Records, Tarrant County, Texas Z uo'i H A metes and bounds description of even date accompanies this plat. O 300 >i § N a ■ p0 The basis of bearings for this survey Is the Texas SC FEET o 0 State Coordinate System, North Central Zone, based upon GPS measurements, Distances and t•� X00 areas hereon are surface values. A combined scale APPROXIMATE factor of 0.99984462415 was used for this project. LOCATION or �- a9 ABSTRACT LINE Ae21'34'23' LL R=1,000,00' L-376.52' LOCATION Of / APPROXIMATE �4-0 O CH=N57' 47' 53•W 374.30' ABSTRACT NE V T N. LU o to w CALLED 119.4 ACRES N cwil MD iND P1, LLC ui w DOCUMENT NO. 0225171388 Z O.P.R.T.C.T. I 244.1 ACRES N Q 1�gyt3 ,y 10,633.090 SQUARE FEET 4O F 06�Pg5`' I ? &�• Gt APPROXIMATE Of ABSTRACT LINE FOUND 5/5 -INCH ON ROD NTH YIILOW CAP STAMPED 'RUNAWAY ASSOC' Na035,58•w Sse7 ALEDO 468.07' 29444"£ (VARIABLE V40TH RIGHT ROAD pF� wAI) N77' 212.02' 49 FOUND 1/2-PlCH FWND 1/2 -INCH IRON ROD IN IRON ROD CONCRETE P:'�STFRF-71 SURVEYOR�SCERTIFICATE: HAL MOLLENKOPF I here btr certify that this map is based on an accurate survey of the property made on the ground under my fo 5439 ., i 1/ DUNAWA)761!0z7EB^W_�I� 021�6 �yo :::::°•�� URN550 BalbyAvsnue • SuNs SOD • Fort Worlh,TmmDate Ts1:et7.335.1121 Registered Professional Land Surveyor TEXAS REGLSTER®SURVEYMG RRM NO. 10098100 State of Texas, No. 5439 2001169.039 PAGE 6 of 9 Owner -Initiated Annexation Service Agreement 16 of 24 EXHIBIT A-3 Continued MATCHLINE SEE PAGE 8 OF 9 WALSH RANCHES LIMITED PARTNERSHIP VOLUME 1699, PAGE 1765 D.R.P.C.T. VOLUME 12624, PAGE 92 D.R.T.C.T. I APPROXIMATE LOCATION OF ABSTRACT LINE BENTLEY BRIDGE ROAD (110' WIDTH RIGHT—OF—WAY) 8 to DOCUMENT NO. 0222256547 O.P.R.T.C.T. g 9 I ( I -837.8'24• R=50.00' L=72.84' CH=N41' 43' 43"W 66.57' I U) t'ZF-nCS oiabn� �0000 FOUND 5/8 -INCH IRON ROD VAIN YELLOW CAP STAMPED 'DUNAWAY ASSOC' ii ,'-FOUND V' 92'06'50'� R=255.04' L=410.02' ' CH=N37' 24' 02'W 367.27' S08'39'23W 198.82' D 3[x)' FOUND 5/8 —INCH IRON ROD 84TH if YELLOW CAP STAMPED SCALE FEET t' ALEDO CONNECTOR ROAD- DUNAWAY ASSOC goo (60' WIDTH RIGHT—OF—WAY) _ DOCUMENT NO. 0222256547 O,P.R.T.C T, FOUND d/B INCH IRON ROD WITH UNION P NI AC(FiC YELLOW CAP STAMPED ABLE WID TH Rr 11 ` AD RO �^ - 'DUNAWAY ASSOC' 'IvGHr wA�ry D.R.P.C.T. - Deed Records, Parker County, Texas D.R.T.C.T. = Deed Records, Tarrant County, Texas O.P.R.T.C.T. =Official Public Records, Tarrant County, Texas A metes and bounds description of even date accompanies this plat. The basis of bearings for this survey Is the Texas State Coordinate System, North Central Zone, based upon GPS measurements. Distances and areas hereon are surface values. A combined scale factor of 099984462415 was used for this project. ALE'pO ROAD (VARIABLE VMDTH .,,,T —OF ►1AV) SURVEYOR'S CERTIFICATE: I hereby certify that this map Is based on an accurate survey of the property made on the ground under my DUNTF!pf,2126 550 WI" Avenue . Me Data Ta1:817.x16.1121 Registered Professional Land Surveyor TEXAS R!Gtfl5URVFflNG RRM NO. 15098150 State of Texas, No. 5439 1' '�F:•�F f:F �1 ��•Q�G Y � RF�9 HAL M0LLENK0PF r4.; 5439 r:& 9'yQ Tess l oxkC3 SURD OT U- 0 to LU (D 0 LU w to LU J JZ U I- 2001169.039 PAGE 7 of 9 Owner- Initiated Annexation Service Agreement 17 of 24 EXHIBIT A-3 Continued MATCHLINE SEE PAGE 9 OF 9 D.R.P.C.T. ; Deed Records, Parker County, Texas N0212'38•E--_ O.R.T.C.T. m Deed Records, Tarrant County, Texas 781.00' O.P.R.T.C.T. = Official Public Records, Tarrant County, Texas A-310'49" R-945.12' L=52.46' �I CH=NO' 37' 11"E 52.45' ( WALSH RANCHES LIMITED PARTNERSHIP VOLUME 1699, PAGE 1765 D.R.P.C.T. VOLUME 12624, PAGE 92 D.R.T.C.T. 0 300' SCALE FEET 1'. 300' 244.1 ACRES a, 10,633,090 SQUARE FEET 0 WALSH RANCHES LIMITED Lf1 PARTNERSHIP Lu VOLUME 1699, PAGE 1765 L9 ro D.R.P.C.T. VOLUME 12624, PAGE 92 w D.R.T.C.T. 3 I o W z aJ in J = z U BENTLEY BRIDGE ROAD i (VARIABLE WIDTH RIGHT-OF-WAY) DOCUMENT NO. 0222256547 O.P.R.T.C.T. FOUND 5/8 -INCH IRON 1100 WITH YELLOW APPa)XINATE LOCATION RU'NAWAY ASSOC'AAA STAMPED )F ABSTRACT LINE A-0'58'03" I DEED LINE R-14,057.17' L-237.39' I _ _ _ CH=NO' 29' 02"W 237.39'` yjfy APPROXIMN ATE LOCATIO- OF ABSTRACT LINE 8 AL7' 928 A metes and bounds description of even date FOUND 5 8 —INCH accompanies this plat. /NW►��•�� CALLED 119.4 ACRES YELLOW CAP STAMPED MD IND P1, LLC 'DUNAWAY ASSOCyl _ The basis of bearings for this survey Is the Texas I' DOCUMENT NO. State Coordinate System, North Central Zone, 8 W 0225171388 based upon GP5 measurements. Distances and I I i� t O.P.R.T.C.T. areas hereon are surface values, A combined scale IP p factor of 0.99984462415 was used for this project. ^ I 0 f • MATCHLINE SEE PAGE 7 OF 9 �r4�G RFo�y,.s SURVEYOR'S CERTIFICATE: I hereby certify that this map Is based on an accurate ' • HAL MOLLENKOPF survey of the property made on the ground under my "'qh hlon A"_:•••' - , 5439aP�DUNAA,Ac 0?1Date 4i0flai".At, OSUR550 Basay Avenue • Sulfa a00 • Forl WaO+. Texas 76107 Dale %1:817=61121 Registered Professional Land Surveyor TEXAS PEGISTEItEGEURVEYING ARM NO.1009810D State of Texas, No. 5439 2001169.039 PAGE 8 of 9 Owner -Initiated Annexation Service Agreement 18 of 24 EXHIBIT A-3 Continued WALSH RANCHES LIMITED PARTNERSHIP VOLUME 1699, PAGE 1765 D. $ 016 VOLUME 12624, PAGE 92 0Op�4$A�0 D.R.T.C.T. ti APPROXIMATE LOCATION OF ABSTRACT UNE INTERSTATE HIGHWAY 20 (VARIABLE WIDTH RIGHT—OF—WAY) VOLUME 1152, PAGE 1031, D.R.P.C.T. N74'27'39E \ e=1D'39'38" 354.18' WALSH RANCHES LIMITED PARTNERSHIP R=266.87' L-49.68' CH -N11' 25' 42"E 49.58' N82E 0 300' VOLUME 1699, PAGE 1765 187,89' tlt� D.R.P.C.L t SCALE FEET VOLUME 12624, PAGE 92 X12'58'45" I.'- 300. D.R.T.C.T. R-239.04' L-54.01' CH-N1O' 17' 08"E 53.90' D.R.P.C.T. = Deed Records, Parker County, Texas NO3'52'21"E—/' D.R.T.C.T. = Deed Records, Tarrant County, Texas 24.23' O.P.R.T.C.T. = Official Public Records, Tarrant County, Texas A metes and bounds description of even date 324.4 ACRES accompanies this plat. 14,131,409 SQUARE FEET N The basis of bearings for this survey Is the Texas rap State Coordinate System, North Central Zone, BENTLEY BRIDGE ROA D -NN Z n based upon GPS measurements. Distances and (VARIABLE WIDTH RIGHT—OF—WAY) areas hereon are surface values. A combined scale DOCUMENT NO. 0222256547 ' factor of 0.99984462415 was used for this project. 0 F O.P.R.LC.T. �� ....•,� F MATCHLINE SEE PAGE 8 OF 9 SURVEYOR'S CERTIFICATE; I hereby certify that this map is based on an accurate survey of the property made on the ground under my 'W DUNAWAY supervision. 02/12/26 550BoteyAveraie • Suite 400 • Fort Wath,Texas761o7 Ha Mollenk pt ' — Date 7.1:817.335.1121 Registered Professional Land Surveyor TEXAS REGISTERED SURVEYING RRM NO. 10098100 State of Texas, No. 5439 HAL M0LLENK0PF c_%� 5439 P;'e- 9�D0 p�44�p,,'' SURN___ Crl tl- 0 w (9 d w w VT w z J U ►9 2001169.039 PAGE 9019 Owner -Initiated Annexation Service Agreement 19 of 24 EXHIBIT A-4 Metes & Bounds METES AND BOUNDS DESCRIPTION BEING a 244.1 acre parcel of land situated In the William Robinson Survey, Abstract No. 1274, the Henry lane Survey, Abstract No. 928, the S.A. & M.G. Railroad Company Survey, Abstract No. 1479, Tarrant County, Texas and being a portion of a tract of land described in deed to Walsh Ranches Umited Partnership, as recorded in Volume 1699, Page 1765, Deed Records of Parker County, Texas (D.R.P.C.T.) and Volume 12624, Page 92, Deed Records of Tarrant County, Texas (D.R.T.C.T.) and being a portion of a called 119.4 acre tract of land described in deed to MD IND P1, LLC, as recorded In Document No. D225171388, Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.), said 244.1 acres being more particularly described by metes and bounds as follows: BEGINNING at a found 5/8 -inch Iron rod on the east line of said Walsh Ranches tract, said corner being on the south right-of-way line of Interstate Highway 20 (a variable width right-of-wayl, as recorded in Volume 1152, Page 1031, D.R.P.C.T., said corner being the northwest o corner of a called 2.949 acre tract of land described as Tract 2 in deed to Dry Ranch, LLC, as recorded in Document No. 0217210159, Official Public Records of Tarrant County, Texas (O.P.R.T.C.T.), said POINT OF BEGINNING being locatable by NAD83 Grid Coordinate N= 6,937,133.27, a E= 2,266,857.10; THENCE South 00 degrees 00 minutes 24 seconds West, departing the south right-of-way line of said Interstate Highway 20, along the east line of said Walsh Ranches tract and along the west line of said Tract 2, the west line of a called 100.6611 acre tract of land described in deed to Markum Land Properties, LLC, as recorded in Document No. 0217100297, O.P.R.T.C.T., the west line of a called 5.146 acre tract of land described In deed to the City of Fort Worth, as recorded in Document No. D221015413, O.P.R.T.C.T., the west line of a called 36.0248 acre tract of land described indeed to Mc Estates, I.I.C. as recorded in Document No. 0222245826, O.P.R.T.C.T., the west line of a tract of land described as Tract 3 in deed to Dry Ranch, LLC, as recorded In Document No. D217210159, O.P.R.T.C.T. and the east line of said MD IND tract, a 8 total distance 5,288.60 feet to a found 1/2 -inch Iron rod in concrete for the southwest comer of said Tract 3 and the southeast corner of said MD IND tract, said corner being on the north right-of-way line of Aledo Road (a variable width right-of-way), from which a found 1/2 -Inch Iron rod bears South 69 degrees 14 minutes 04 seconds East, a distance of 294.49 feet; THENCE North 77 degrees 49 minutes 14 seconds West, along the common south fine of said MD IND tract and the north right-of-way One of said Aledo Road, a distance of 212.02 feet to a found 5/8 -inch Iron rod with yellow cap stamped'DUNAWAY ASSOC" (hereinafter referred to as 5/8 -inch YCIR) for corner, THENCE North 80 degrees 35 minutes 58 seconds West, continuing along said common line, a distance of 468.07 feet to a point for corner; THENCE North 47 degrees 00 minutes 42 seconds West, departing said common line, across said MD IND tract, a distance 1,281.72 feet for the beginning of a curve to the left having a radius of 1,000.00 feet, a central angle of 21 degrees 34 minutes 23 seconds and a chord bearing of North 57 degrees 47 minutes 53 seconds West, a distance of 374.30 feet; THENCE Northwesterly along said curve to the left and continuing across said MD IND tract, an arc length of 376.52 feet for the end of said curve; THENCE South 08 degrees 39 minutes 23 seconds West, continuing across said MD IND tract and said Walsh Ranches tract, a distance of 196.62 feet to a found 5/8 -Inch YCIR for corner on the common east right-of-way line of Aledo Connector Road (60' width right.of-way), as recorded In Document No. 0222256547, O.P.R.T.C.T. and the west line of said MD IND tract for the beginning of a non -tangent curve to the left having a radius of 255.04 feet, a central angle of 92 degrees 06 minutes 50seconds and a chord bearing of North 37 degrees 24 minutes 02 seconds West, a distance of 367.27 feet, from which a found 5/8 -Inch YCIR for the southeast terminus of said Aiedo Connector Road and the southwest corner of said MD IND tract bears South 08 degrees 39 minutes 23 seconds West, a distance of 656.88 feet; THENCE Northwesterly along said non -tangent curve to the left and the common northeast right-of-way line of said Aledo Connector Road and the west line of said MD IND tract, an arc length of 410.02 feet to a found V" cut for the beginning of reverse curve to the right having a radius of 50.00 feet, a central angle of 83 degrees 28 minutes 24 seconds and a chord bearing of North 41 degrees 43 minutes 43 seconds West, a distance of 66.57 feet; THENCE Northwesterly along said reverse curve to the right and said common line, an arc length of 72.84 feet to a found 5/8 -Inch YCIR on the common west line of said MD IND tract and the east right-of-way line of Bentley Bridge Road (a 110' width right-of-way), as recorded in Document No. D222256547, O.P.R.T.C.T. for the end of said curve; THENCE North 00 degrees 00 minutes 00 seconds East, along said common line, a distance of 1,049.68 feet to a found 5/8 -Inch YCIR for the beginning of a curve to the left having a radius of 14,057.17 feet, a central angle of 00 degrees 58 minutes Q,e,,ndsandord bearing of North 00 degrees 29 minutes 02 seconds West, a distance of 237.39 feet; TE CR�'+� q Continuing....... Fo i P LLENKOPF A plat of even date accompanies this metes and SURVEYOR'S CERTIFICATE:bounds description, 1 hereby the y that this map Is property made oralhe ground undeased on an r mySS 90s; 6 Osurve of trhe ss 1 0yDUNAWAVIC 0 }12 U R 650 Bnaey Avenue • Suite 400 • Foil Worth, That 76107' oOen Date Te1:817.335.11Y1 Registered Professional Land Surveyor TE?W REGMEREDSURVEYING FIRM NO, 1)981C0 State of Texas, No. 5439 2001169.039 PAGE 1 of 9 Owner -Initialed Annexation Service Agreement 20 of 24 EXHIBIT A-4 Metes & Bounds Continued METES AND BOUNDS DESCRIPTION E Continuing....... THENCE Northwesterly along said curve to the left and along the west line of said MD IND tract, an arc length of 237.39 feet to a found 5/8 -inch YCIR for the northwest corner of said MD IND tract and a point on the east right-of-way line of said Bentley Bridge Road for the end of n said curve; THENCE North 00 degrees 58 minutes 03 seconds West, along the east right-of-way line of said Bentley Bridge Road and across said Walsh Ranches tract, a distance of 1,656.27 feet to the beginning of a curve to the right having a radius of 945.12 feet, a central angle of 03 degrees 10 minutes 49 seconds and a chord bearing of North 00 degrees 37 minutes 11 seconds East, a distance of 52.45 feet; THENCE Northeasterly along said curve to the right and the east right-of-way line of said Bentley Bridge Road and continuing across said Walsh Ranches tract, an arc length of 52.46 feet to the end of said curve; THENCE North 02 degrees 12 minutes 38 seconds East, continuing along the east right-of-way line of said Bentley Bridge Road and continuing across said Walsh Ranches tract, a distance of 781.00 feet to a point for corner; THENCE North 03 degrees 52 minutes 21 seconds East, continuing along the east right-of-way line of said Bentley Bridge Road and continuing across said Walsh Ranches tract, a distance of 24.23 feet to the beginning of a curve to the right having a radius of 239.04 feet, a central angle 8 of 12 degrees 56 minutes 45 seconds and a chord bearing of North 10 degrees 17 minutes 08 seconds East, a distance of 53.90 feet; THENCE Northeasterly along said curve to the right and the east right-of-way line of said Bentley Bridge Road and continuing across said Walsh Ranches tract, an arc length of 54.01 feet to the beginning of a reverse curve to the left having a radius of 266.87 feet, a central angle of 10 degrees 39 minutes 38 seconds and a chord bearing of North 11 degrees 25 minutes 42 seconds East, a distance of 49.58 feet; THENCE Northeasterly along said reverse curve to the left and the east right-of-way line of said Bentley Bridge Road and continuing across said Walsh Ranches tract, an arc length of 49.66 feet to the northeast terminus of said Bentley Bridge Road and a point on the south right-of-way line of said Interstate Highway 20 for the end of said curve; THENCE North 82 degrees 09 minutes 46 seconds East, along the south right-of-way line of said Interstate Highway 20, a distance of 187.99 feet to a point for corner; THENCE continuing along the south right-of-way line of said Interstate Highway 20 the following courses and distances: North 74 degrees 27 minutes 39 seconds East, a distance of 354.15 feet to a point for corner; North 80 degrees 09 minutes 39 seconds East, a distance of 264.37 feet to a point for corner; South 89 degrees 57 minutes 53 seconds East, a distance of 352.28 feet to a point for corner; South 83 degrees 31 minutes 09 seconds East, a distance of 1,065.72 feet to the POINT OF BEGINNING and containing 10,633,090 square feet or 244.1 acres of land, more or less. The basis of bearings for this survey is the Texas State Coordinate System, North Central Zone, based upon SIPS measurements. Distances and areas hereon are surface values. A combined scale factor of 0.99984462415 was used for this project. A plat of even date accompanies this metes and SURVEYOR'S CERTIFICATE: bounds description. I hereby certify that this map is based on an accurate survey of the property made on the ground under my �UNAway su ervislon. �J� 02/12/26 550 Bailey Avenue • SuIe 400 • Fort Worth Texas 76107 Hal Mollen'kolpf Date tat: 817.335.1121 Registered Professional Land Surveyor TEXAS REGISTERED SURVEYING FIRM NO. 10098103 State of Texas, No. 5439 PaiSTf`� c' Rta 9 �u1 HAL MOLLENKOPF `Lt': 5439 90� UR� 2001169.039 PAGE 2 of 9 ■ Owner -Initialed Annexation Service Agreement 21 of 24 EXHIBIT A-5 \ INTERSTATE HIGHWAY 20 \� (VARIABLE WIDTH RIGHT-OF-WAY) -- _ VOLUME 1152, PAGE 1O31, D.R.P.C.T. T- - - 'I I ( / BENTLEY BRIDGE ROAD I , (110' WIDTH RIGHT-OF-WAY) DOCUMENT NO. D222255547 O.P.R.T.C.T. II I I II 0 TGoa ALEDO CONNECTOR ROAD i ( (6O' WIDTH RIGHT-OF-WAY) SCALE FEET - DOCUMENT NO. D222256547 1000 SEE O.P.R.T.C.T. SHEET 3 POINT OF - BEGINNING NA083 GRID N-6,932,206.07 E-2,264,745.83 A metes and bounds description of even date ALEDO ROAD accompanies this plat. (VARIABLE WIDTH RIGHT—OF—WAY) �� . 0� ••� The basis of bearings for this survey Is the Texas P •• + s T� •tip State Coordinate System, North Central Zone, SURVEYOR'S CERTIFICATE: y 2f�G �Fo9� based upon GPS measurements. Distances and I hereby certify that this map is based on an accurate • areas hereon are surface values. A combined scale survey of the property made on the ground under my HAL MOLLENKOPF factor of 0.99984462415 was used for this projectAmu vislon » ��02/12/26 �e`''en o Date00 Registered Professional Land Surveyor 550SaleyAvenue • SuNe4• Fort Worth Texas 76107 State of Texas, No. 5439DUNAWAyr Tel: 817.3351121 TEXAS REGISTERED SURVEYING RRM NO. 100961(5) 2001169.039 PAGE 2 of 3 Owner -Initiated Annexation Service Agreement 22 of 24 EXHIBIT A-5 Continued BENTLEY BRIDGE ROAD (110' WIDTH RIGHT-OF-WAY) DOCUMENT NO. 0222256547 O.P.R.T.C.T. FOUND 5/8 —INCH . sti6 �0•g�� RN RODWITI D 200' CAP /'D'NAWAti ASSOCOW SCALE FEET 1'- 200' 0=101'41'O2' FOUND 'V" CUT R=50.00' L=88.74'- N14'45'10"W CH=N52' 47' 28'E 77.54' 11 65.98' R=119595..0404' L=289.54' \ 0=6'40'52" CH S33' 62 18"E 263.67' R=1,055.15' L-123.04' CH -N5' 18' 57"E 122.97' 881'20'37"E 60.00' 5 9gi500 j71 881'20'37"E �� fo ettvC00 110.00' _s3s" _i✓' FOUND 5/8 �� I IRON ROD PATHTH YELLOW CAP STAMPED 'DUNAWAY ASSOC' WALSH RANCHES LIMITED ( PARTNERSHIP I M O � ro CALLED 119.4 ACRES VOLUME 1699, PAGE 1765 D.R.P.C.T. W MD IND P1, LLC 5.794 ACRES DOCUMENT NO. D225171388 O. P. T. VOLUME 12624, PAGE 92 ` R. T. C. D.R.T.C.T. a 252,381 SQUARE FEET M ALEDO CONNECTOR ROAD L0CATI N1 OF (60' WIDTH RIGHT—OF—WAY) ABSTRACT LINE DOCUMENT NO. 0222256547 POINT OF O.P.R.T.C.T. BEGINNING NAD83 GRIt) FOUND 5 B -INCH IRON ROD N-2,232,745.83 WTH YELLOW CAP STAMPED E E-2,284,75.83 l "DUNAWAY ASSOC ' N82'39'11"W.J' 205.05' I N8034'42W 80'34'42E 114.64' ALEDO D.R.P.C.T. = Dead Records, Parker County, Texas (VARIA&LE MI)TH RI ROAD D.R.T.C.T. = Deed Records, Tarrant County, Texas HT —— WAY) O.P.R.T.C.T. = Official Public Records, Tarrant County, Texas A metes and bounds description of even date accompanies this plat. The basis of bearings for this survey Is the Texas Fl State Coordinate System, North Central Zone, P i••••S•TE' 1 based upon GPS measurements. Distances and areas hereon A ••�G ST R —Y are surface values. combined scale factor of 0.99984462415 was used for this project. SURVEYOR'S CERTIFICATE: 4 HAL MOLLENKOPF I hereby certify that this map Is based on an accurate survey of the property made on the ground under my ° 5439 per: supervision. i P 4 DUNAWAZ fsst :•• m. 07117128 9yo :.•o*** �� 550 Ba0ey Avenue • Salle 4pD• Fort Worth, Texas 76107 Hal Mollenk pF Date Tel:817.335.1121 TEXAS REGISTERED SURVEYING ARM NO.10D98100 Registered Professional Land Surveyor State of Texas, No. 5439 2001169.039 PAGE 3 of 3 Owner -Initiated Annexation Service Agreement 23 of 24 EXHIBIT A-6 Metes & Bounds METES AND BOUNDS DESCRIPTION BEING a 5.794 acre parcel of land situated in the Henry Lane Survey, Abstract No. 928 and being a portion of a tract of land described in deed to Walsh Ranches Limited Partnership, as recorded in Volume 1699, Page 1765, Deed Records of Parker County, Texas (D.R.P.C.T.) and Volume 12624, Page 92, Deed Records of Tarrant County, Texas (D.R.T.C.T.), said 5.794 acres being more particularly described by metes and bounds as follows: BEGINNING at a point for corner in said Walsh Ranches tract, said corner being the southwest terminus of Aledo Connector Road (60' width right.of-way), as recorded in Document No. O222256547, Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.), said corner being on the north right-of-way line of Aiedo Road (a variable width right-of-way), from which a found 5/8 -inch iron rod with yellow cap stamped "DU NAWAY ASSOC" (hereinafter referred to as 5/8 -inch YCiR) for the southeast terminus of said Aiedo Connector Road and the southwest corner of a called 119.4 acre tract of land described in deed to MD IND P1, LLC, as recorded in Document No. D225 17 138 8, O.P.R.T.C.T. bears South 80 degrees 34 minutes 42 seconds East, a distance of 60.01 feet, said POINT OF BEGINNING being locatable by NAD83 Grid Coordinate N= 6,932,206.07, E= 2,264,745.83; THENCE North 80 degrees 34 minutes 42 seconds West, along the north right-of-way line of said Aledo Road and across said Walsh Ranches tract, a distance of 114.64 feet to a point for corner; THENCE North 82 degrees 39 minutes 11 seconds West, continuing along the north right-of-way line of said Aledo Road and across said Walsh Ranches tract, a distance of 205.05 feet to a point for corner; THENCE North 07 degrees 20 minutes 49 seconds East, departing the north right-of-way line of said Aledo Road and continuing across said Walsh Ranches tract, a distance of 675.31 feet to the southwest terminus of Bentley Bridge Road (a 110' width • right-of-way), as recorded in Document No. D222256547, O.P.R.T.C.T. for corner; THENCE South 81 degrees 20 minutes 37 seconds East, along the south right-of-way line of said Bentley Bridge Road and continuing across said Walsh Ranches tract, a distance of 110.00 feet to the southeast terminus of Bentley Bridge Road for the beginning of a non -tangent curve to the left having a radius of 1,055.15 feet, a central angle of 06 degrees 40 minutes 52 seconds and a chord bearing of North 05 degrees 18 minutes 57 seconds East, a distance of 122.97 feet; THENCE Northeasterly continuing along said non -tangent curve to the left and the east right-of-way line of said Bentley Bridge Road, an arc length of 123.04 feet for the beginning of a reverse curve to the right having a radius of 50.00 feet, a central angle of 101 degrees 41 minutes 02 seconds and a chord bearing of North 52 degrees 47 minutes 28 seconds East, a distance of 77.54 feet; THENCE Northeasterly continuing along said reverse curve to the right and along the southwest right-of-way of said Aiedo Connector Road, an arc length of 88.74 feet to a point on the southwest right-of-way of said Aledo Connector Road for the beginning of a compound curve to the right having a radius of 195.04 feet, a central angle of 85 degrees 03 minutes 23 seconds and a chord bearing of South 33 degrees 52 minutes 18 seconds East, a distance of 263.67 feet, from which a found "V' cut bears North 14 degrees 45 minutes 10 seconds West, a distance of 65.98 feet; THENCE Southeasterly continuing along said compound curve to the right and the west right-of-way line of said Aiedo Connector Road, an arc length of 289.54 feet for the end of said curve, from which a found 5/8 -inch YCiR bears South 81 degrees 20 minutes 37 seconds East, a distance of 60.00 feet; THEN CE South 08 degrees 39 minutes 23 seconds West, continuing along the west right-of-way of said Aiedo Connector Road, a distance of 656.08 feet to the POINT Of BEGINNING and containing 252,381 square feet or 5.794 acres of land, more or less. The basis of bearings for this survey is the Texas State Coordinate System, North Central Zone, based upon GPS measurements. Distances and areas hereon are surfaceOMOLLENKOPF values. A combined scale factor of 0.99984462415 was used for this project. SURVEYOR'S CERTIFICATE: plat of even date accompanies this metesand I hereby certify that this map is based on an9 NKOPFA bounds description. Pr=yaccurate survey of the property made on the�o.+�o1r ground under my supervision.DtJNAWA�/ `i 02/f 2128 MA BaAey Avenue • sane loo • Fo,$ Yrath Texas fllo7 kn pf Date Te1:a17.7Js.1121 Registered Professional Land Surveyor TEXAS REGI$TM SURVEY94G RRM NO.10098100 State of Texas, No. 5439 2001169.039 PAGE 1 of 3 Owner -Initiated Annexation Service Agreement 24 of 24 FORT WORTH. City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: Paul Rodriguez Subject of the Agreement: Municipal Services Agreement M&C Approved by the Council? * Yes © No 0 Ifso, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes ❑ No 121 If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes © No 0 If unsure, see back page for permanent contract listing. Is this entire contract Confidential? *Yes © No ❑ If only specific information is Confidential, please list what information is Confidential and the page it is located. Effective Date: September 29, 2026 Expiration Date: If different from the approval date. If applicable. Is a 1295 Form required? * Yes © No ❑ *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: If applicable. AX -26-004 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes © No ❑ Contracts need to be routed for CSO processing in the following order: 1. Katherine Cenicola (Approver) 2. Jannette S. Goodall (Signer) 3. Allison Tidwell (Form Filler) *Indicates the information is required and if the information is not provided, the contract will be returned to the department. Permanent Contracts Advanced Funding Agreements Architect Service Community Facilities Completion Agreement Construction Agreement Credit Agreement/ Impact Fees Crossing Agreement Design Procurement Development Agreement Drainage Improvements Economic Development Engineering Services Escrow Agreement Interlocal Agreements Lake Worth Sale Maintenance Agreement/Storm Water Parks/Improvement Parks/Other Amenities Parks/Play Equipment Project Development Property/Purchase (Property owned by the City) Property/Sales (Property owned by the City) Property/Transfers (Property owned by the City) Public Art Sanitary Sewer Main Replacements Sanitary Sewer Rehabilitations Settlements (Employees Only) Streets/Maintenance Streets/Redevelopment Streets/Repairs Streets/Traffic Signals Structural Demolition (City owned properties) Utility Relocation Water Reclamation Facility Water/Emergency Repair Water/Interceptor Water/Main Repairs Water/Main Replacement Water/Sanitary Sewer Rehabilitation Water/Sewer Service Water/Storage Tank FORT WORTH. I..."NICATIOt 11.4 OWNER -INITIATED ANNEXATION OF WALSH INDUSTRIAL (AX -26-004) DATE: - M&C FILE M -R NUMBER: DEPARTMENT: SUBJECT (Future CD 3) Conduct Public Hearing, Authorize Execution of a Municipal Services Agreement with Walsh Ranches Limited Partnership and MD IND P1, LLC and Consider Adoption of an Ordinance for the Proposed Owner -initiated Annexation of Approximately 312.354 Acres of Land in Tarrant County and 221.06 Acres of Right -Of -Way in both Tarrant and Parker Counties, Known as Walsh Industrial, South of Interstate Highway 30, North of Aledo Road, and West of Markum Ranch, in the Far West Planning Sector, AX -26-004 (PUBLIC HEARING - a. Staff Available for Questions: Stephen Murray; b. Public Comment; c. Council Action: Close Public Hearing and Act on M&C) RECOMMENDATION It is recommended that the City Council: 1. Conduct a public hearing for the proposed owner -initiated annexation of approximately 312.354 acres of land in Tarrant County and 221.06 acres of right-of-way in both Tarrant and Parker Counties, known as Walsh Industrial, located South of Interstate Highway 30, north of Aledo Road, and west of Markum Ranch, as shown on the attached Exhibits; 2. Authorize execution of a Municipal Services Agreement between the City of Fort Worth and property owner, Walsh Ranches Limited Partnership and MD IND P1, LLC; and 3. Adopt an ordinance annexing approximately 312.354 acres of land in Tarrant County and 221.06 acres of right-of-way in both Tarrant and Parker Counties (AX -26-004) for full purposes. DISCUSSION The purpose of this Mayor and Council Communication (M&C) is to conduct a public hearing for the proposed owner -initiated annexation of approximately 312.354 acres of land in Tarrant 1 of 4 FORT WORTH. County and 221.06 acres of right-of-way in both Tarrant County and Parker County, known as Walsh Industrial, south of Interstate Highway 30, north of Aledo Road and west of Markum Ranch, as shown on the attached Exhibits, to authorize the execution of a Municipal Services Agreement between the City of Fort Worth and the property owner, Walsh Ranches Limited Partnership and MD (ND P1, LLC, and to adopt an ordinance annexing approximately 312.354 acres of land and 221.06 acres of right-of-way in both Tarrant County and Parker County (AX - 26 -004) for full purposes. On April 2, 2026, representatives for Walsh Development Company, LLC., submitted a request for full -purpose annexation of the property shown on the attached Exhibits into the City of Fort Worth (City). The owner -initiated annexation is consistent with the urban development annexation criteria as established by the City's Annexation Policy. The subject area is currently agricultural and vacant land. The property owner proposes the land use for the site to be developed for industrial types uses. The future land use map in the 2023 Comprehensive Plan designates the property as "Industrial Growth Center" which is consistent with the proposed land use. Furthermore, this area has been previously zoned to K, Heavy Industrial. As a result, there is no need for this to go before City Plan Commission. The site is currently in the City's Certificate of Convenience and Necessity (CCN). This site is included in the City's 20 -year Planned Service Area. Subchapter C-3 of Chapter 43 of the Texas Local Government Code (LGC) provides for the process of annexation of an area upon the request of an owner of land. Section 43.0672 of the LGC requires a municipality that elects to annex an area upon the request of an owner first negotiate and enter into a written agreement with the owners of land in the area for the provision of municipal services. The agreement must include: 1. A list of each service the municipality will provide on the effective date of the annexation; and 2. A schedule that includes the period within which the municipality will provide each service that is not provided on the effective date of the annexation. 3. The Municipal Services Agreement includes these provisions in accordance with state law. Emergency services will be provided through the City. The City's Fire Department will provide emergency and fire protection services comparable with the provision of services available in other parts of the municipality with topography, land use and population density similar to the level of service contemplated or projected in the area. The City will also provide operation and maintenance of water and wastewater facilities; roads and streets, including road and street lighting; and of any other publicly owned facility, building, or service in the annexed area. 2 of 4 FORT WORTH. The proposed uses were considered while assessing the financial impact on the General Fund. The city tax revenue is expected to have a positive fiscal impact over the next 10 years after the proposed development has been built. Based on the operating costs projected by the Police, Code Compliance and Transportation and Public Works Departments, the fiscal impact shows that the City is expected to make a return on public investment by the first year and a positive impact will continue thereafter. Based on the projected positive fiscal impact of the proposed annexation and its alignment with departmental goals, City staff recommend that Walsh Industrial (AX -26-004) be considered for annexation at this time. Section 43.0673 in Subchapter C-3 of Chapter 43 of the Texas Local Government Code (LGC), requires a municipality that elects to annex an area upon the request of an owner to provide notice of public hearing on the proposed annexation. Notice was posted on the City of Fort Worth Annexation webpage on Friday, September 18, 2026, and was published in the Fort Worth Star -Telegram on Friday, September 18, 2026. Additional notices were sent by certified mail to public entities including Tarrant County Appraisal District, Emergency Services District No. 1, Tarrant County Administrator, Fort Worth Independent School District and public utilities. The City Council will conduct a public hearing on the proposed annexation. After the City Council has conducted the one required public hearing, the Council may close the hearing and vote on authorizing the City Manager to execute the Municipal Services Agreement between the City and property owner and to adopt an ordinance annexing this property. Upon approval of the annexation request, the property will become part of COUNCIL DISTRICT 3. This contract requires a Form 1295. FISCAL INFORMATION/ CERTIFICATION The Director of Finance certifies that based upon approval of the above recommendations and adoption of the attached ordinance, the annexation will have a long-term positive impact to the General Fund. SUBMITTED FOR CITY MANAGER'S OFFICE BY: ORIGINATING BUSINESS UNIT HEAD: ADDITIONAL INFORMATION CONTACT: ATTACHMENTS Jessica L. McEachern, #5804 DJ Harrell, # 8032 Stephen Murray #6226 1. Map - Walsh Industrial Annexation (AX -26-004) [11.4.1 - 1 page] 2. Ordinance - Walsh Industrial Annexation (AX -26-004) [11.4.2 - 36 pages] 3 of 4 FORT WORTH. 3. Fiscal Impact Analysis - Walsh Industrial Annexation (AX -26-004) [11.4.3 - 6 pages] 4. Municipal Services Agreement ( MS A) - A X-26-004 Walsh Industrial 9.09.2026 [11.4.4 - 24 pages] 4 of 4 Walsh Industrial FORT WORTH,. Development Services AX-26-004 �/ June 2026 1:250,000 �qT ? IH:30INTERST 1! �s! Aledo +•,t�� .� / �,� ✓Q OLD�WEATHERFORD •�1 1 J •' .•��i#•. W W 4 U CHAPIN CAMP -,BOWIE WEST '-1 ♦`'r••tY.Y.. FFZ �WALSKRANCH.MINOR#1 " ALEDO.ioNA i ALEDO RD ___I - ••gip, Yh - •U.......i.f.arY.k�' V V vicjn. nfu.iT ti M Fort Worth Full Purpose Extraterritorial Jurisdiction rI County Boundaries Limited Purpose Subject Property Adjacent Cities A 0 1,500 3,000 Feet I I I 1 Annexation Request: Owner -Initiated Case #: AX -26-004 Name: Walsh Industrial Phase I Size: 533.46 Acres (including Right -of -Way) Staff Report on Fiscal Sustainability Impact Prepared for City Council by City Manager's Office - Planning Division N � waver GaluahiM_9aarda y - - Proposed Major Asm +� Plan d 5 ice A e E,sbng Minor Anenais AX -26-004 A0 " Fxhtlre Pnncpal s Proposed Mlnor mortals 0.1 0.2 0.4 Miles , , , , , Walsh Industrial Phase 1 l Eandrg l:arrhed.Aaeas Rarbs Existing Major CaNeotors - E:istnq Major Artcnals Reposed Major CDIIectars 2 EXISTING CONDITIONS Property Description Request Type Council District Comprehensive Plan's Future Land Use Floodplain Proposed Zoning Existing Land Use Included in Planned Service Area Enclave Planning Sector Right -of -Way (ROW) Concept Plan Provided Preliminary Plat Provided Final Plat Provided Independent School District (ISD) Approximately 324.41 acres of land located south of Interstate 20 and adjacent to Bentley Road. Annexation - Full Purpose. 3 The adopted 2023 Comprehensive Plan's Future Land Use designations are Industrial Growth Center. Yes Current Industrial Zoning will remain the same. Vacant Walsh Ranch South/Veale Ranch No Far West Yes, at approximately 209.04 acres. Yes Yes No Fort Worth ISD FISCAL IMPACT ANALYSIS HIGHLIGHTS Overview of Expenditures: The table below illustrates the City's projected cumulative expenditures in this annexation area over a 40 -year timeframe, should the City choose to approve this annexation request. Expenditures included in this analysis involve costs associated with capital improvements, operations, and maintenance. Highlighted major costs to consider for this annexation include: - Build out of 2.10 miles of new roadways to be maintained by the City. - Potential maintenance and reconstruction of 0.51 miles of arterial roadway. - Potential maintenance and reconstruction of 1.35 miles of collector roadway. - Build out and maintenance of 155 drain inlets, 3735 linear feet of stormwater channels, and 43,000 linear feet of stormwater pipelines. Program Area Year 1 Year 5 Year 10 Year 20 Year 40 Water $86,153 $471,118 $1,017,273 $2,470,556 $6,777,053 Stormwater $31,572 $287,340 $613,358 $1,381,431 $3,381,492 Roadways $99,360 $215,280 $2,135,280 $2,284,320 $27,681,480 Parks & Recreation $0.00 $0.00 $0.00 $0.00 $0.00 3 Police $29,835 $158,398 $342,025 $801,678 $2,249,597 Fire $91,822 $487,499 $1,052,645 $2,467,313 $6,923,556 Code Compliance $374 $2,027 $4,492 $11,142 $35,557 Animal Control $10,801 $58,499 $129,673 $321,620 $1,026,328 IlejaiN,lldkh11k4.. $349,917 $1,680,161 $5,294,746 $9,738,060 $48,075,063 Overview of Revenue: The table below illustrates the City's projected inflation -adjusted cumulative revenue that will be generated in this annexation area over a 40 -year timeframe, should the city choose to approve this annexation request. Highlighted major revenue streams to consider for this annexation include: - Construction generating an estimated $4,471,352 in property tax revenue in year 1. - Buildout of 204 acres of Industrial land area and 24.4 acres of Commercial land area Program Area Year 1 Water $216,112 Stormwater $1,139,045 Proprietary/Enterprise $1,355,157 Fund Total Property Tax $3,564,114 Sales Tax $197,278 Governmental/General $3,761,392 Fund Total $5,116,549 Year 5 Year 10 Year 20 Year 40 $904,957 $1,856,076 $3,906,339 $8,672,814 $5,695,226 $11,390,453 $22,780,906 $45,561,813 $6,600,183 $13,246,529 $26,687,245 $54,234,627 $18,922,364 $40,858,569 $95,769,070 $268,738,662 $1,047,374 $2,261,567 $5,300,924 $14,874,982 $19,969,738 $43,120,136 $101,069,994 $283,613,644 $26,569,921 $56,366,665 $127,757,239 $337,848,271 COMPREHENSIVE PLAN CONSISTENCY Comprehensive Plan Alignment: The annexation aligns with the following Comprehensive Plan policies: 1. Promote industrial development within the Walsh Ranch & Veale Ranch Industrial Growth Centers and the NAS-JRB/Lockheed-Martin Industrial Growth Center (that is compatible in use and height with the area flight operations) 2. Identify and preserve strategically located sites within emerging employment/business districts (i.e. Chisholm Trail Parkway, Walsh Ranch) to encourage development of high -value, high density employment nodes. 3. Promote fiscally sustainable growth on the periphery of the city by encouraging development adjacent to existing adequate infrastructure and discouraging leapfrog development 4. Industrial growth centers are defined as having a concentration of 10,000+ employees per square mile, with residential uses generally discouraged within them. Designation criteria also include proximity to one or more major transportation facilities, such as an airport, railroad, highway, public transit station, or arterial roadway. Land Use Recommendation: 4 The adopted 2023 Comprehensive Plan Future Land Use (FLU) Map designates the 324.41 annexation area as Industrial Growth Center, with Private Park, Recreation, and Open Space designated on FEMA flood plains as shown. Based on the concept plan provided, these Future Land Use Map designations do not need to be amended to support the proposed development. The concept plan is consistent with the approved development agreement and the Adopted Future Land Use Map. Economic Impact - Walsh Ranch Development Agreement The proposed annexation is a key component of the Walsh Ranch Development Agreement and should be considered as the integral Walsh Ranch Industrial Growth Center of the overall Walsh Ranch development. The Development Agreement contemplated a phased, mixed -use community consisting of residential, commercial, employment, and industrial that together create a balanced tax base. The employment and industrial uses planned along the 1-20 corridor provide a substantial source of tax revenue that helps balance the long-term fiscal performance of future residential development within Walsh Ranch. The Fiscal Impact Analysis projects a cumulative positive fiscal net of more than $350 million, making the Industrial Growth Center one of the largest positive fiscal contributors within the Walsh Ranch area. This positive fiscal performance supports the overall financial assumptions of the Development Agreement and strengthens the long-term fiscal outlook for the Walsh Ranch development. Adopted Future Land Use 0 Industrial Growth Center ft Private Park, Recreation, Open Space 9 FIRE DEPARTMENT The following table outlines the estimated response times for nearby fire stations to reach the center of the proposed annexation area, should an emergency occur. Fire Companies Fire Station Estimated Response Time 1st Company Due Station 23 10.4 minutes 2"d Company Due Station 30 11.6 minutes 31 Company Due I Station 43 12.3 minutes 4th Company Due I Station 39 13.0 minutes Closest Aerial Truck I Station 23 10.4 minutes The responding fire stations within proximity to the proposed annexation are shown on the map below. // �/� /� nsam V � /�� , �1r,/may#32%f/ White Settlement rI� ° _#43 O �� #23 O#16 p X�j / Benbrook Miles j'/ f;' Fire Department Comments: Fire and EMS first responder services will be dispatched from existing Fire Station 23, located at 2200 Walsh Ranch Pkwy, to the proposed annexation. Current Fire Department response time goal is to arrive at the scene of emergencies within five minutes from the time of dispatch at 75% of the time. Based on the existing fire stations located close to this proposed annexation area, the Fire Department will not be able to meet this response time goal. I1 SUMMARY AND OVERALL RECOMMENDATION Summary of Total Fiscal Impact: The table below illustrates the City's projected inflation -adjusted cumulative site cost/revenue which will be generated in this area over a 40 -year timeframe, should the city choose to approve this annexation request. As the table highlights, the city is expected to make a positive net return on public investment by Year 1 and continuing through Year 40. Program Area Year 1 Year 5 Year 10 Year 20 Year 40 Total Expenditures $349,91: $1,680,161 $5,294,746 $9,738,060 $48,075,063 Total Revenue $5,116,549 $26,569,921 $56,366,665 $127,757,239 $337,848,271 • - $4,766,632 $24,889,760 $51,071,919 $118,019,179 $289,773,208 Program Area Recommendations: Program Area Recommendation Condition Water Approve Without conditions Stormwater Approve Without conditions Roadways Approve Without conditions Parks & Recreation Approve Without conditions CMO - Planning Division Approve Without conditions Police Approve Without conditions Code Compliance Approve Without conditions Animal Control Approve Without conditions Overall Recommendation: Based on the positive fiscal impact of the proposed annexation and the alignment with numerous departmental goals, City staff recommend that Walsh Industrial Phase I (AX -26-004) be considered for annexation at this time. FORT WORTH. MAYOR AND COUNCIL COMMUNICATION 11.4 OWNER -INITIATED ANNEXATION OF WALSH INDUSTRIAL (AX -26-004) DATE: 09/29/26 M&C FILE M&C 26-0845 NUMBER: DEPARTMENT: DEVELOPMENT SERVICES (Future CD 3) Conduct Public Hearing, Authorize Execution of a Municipal Services Agreement with Walsh Ranches Limited Partnership and MD IND P1, LLC and Consider Adoption of an Ordinance for the Proposed Owner -Initiated Annexation of Approximately 312.354 Acres of Land in Tarrant County and 221.06 Acres of Right -Of -Way in both Tarrant and Parker Counties, Known as Walsh Industrial, South of Interstate Highway 30, North of Aledo Road, and West of Markum Ranch, in the Far West Planning Sector, AX -26-004 (PUBLIC HEARING - a. Staff Available for Questions: Stephen Murray; b. Public Comment; c. Council Action: Close Public Hearing and Act on M&C) RECOMMENDATION It is recommended that the City Council: 1. Conduct a public hearing for the proposed owner -initiated annexation of approximately 312.354 acres of land in Tarrant County and 221.06 acres of right-of-way in both Tarrant and Parker Counties, known as Walsh Industrial, located South of Interstate Highway 30, north of Aledo Road, and west of Markum Ranch, as shown on the attached Exhibits; 2. Authorize execution of a Municipal Services Agreement between the City of Fort Worth and property owner, Walsh Ranches Limited Partnership and MD IND P1, LLC; and 3. Adopt an ordinance annexing approximately 312.354 acres of land in Tarrant County and 221.06 acres of right-of-way in both Tarrant and Parker Counties (AX -26-004) for full purposes. DISCUSSION The purpose of this Mayor and Council Communication (M&C) is to conduct a public hearing for the proposed owner -initiated annexation of approximately 312.354 acres of land in Tarrant 1 of 4 FORT WORTL County and 221.06 acres of right-of-way in both Tarrant County and Parker County, known as Walsh Industrial, south of Interstate Highway 30, north of Aledo Road and west of Markum Ranch, as shown on the attached Exhibits, to authorize the execution of a Municipal Services Agreement between the City of Fort Worth and the property owner, Walsh Ranches Limited Partnership and MD IND P1, LLC, and to adopt an ordinance annexing approximately 312.354 acres of land and 221.06 acres of right-of-way in both Tarrant County and Parker County (AX - 26 -004) for full purposes. On April 2, 2026, representatives for Walsh Development Company, LLC., submitted a request for full -purpose annexation of the property shown on the attached Exhibits into the City of Fort Worth (City). The owner -initiated annexation is consistent with the urban development annexation criteria as established by the City's Annexation Policy. The subject area is currently agricultural and vacant land. The property owner proposes the land use for the site to be developed for industrial types uses. The future land use map in the 2023 Comprehensive Plan designates the property as "Industrial Growth Center" which is consistent with the proposed land use. Furthermore, this area has been previously zoned to K, Heavy Industrial. As a result, there is no need for this to go before City Plan Commission. The site is currently in the City's Certificate of Convenience and Necessity (CCN). This site is included in the City's 20 -year Planned Service Area. Subchapter C-3 of Chapter 43 of the Texas Local Government Code (LGC) provides for the process of annexation of an area upon the request of an owner of land. Section 43.0672 of the LGC requires a municipality that elects to annex an area upon the request of an owner first negotiate and enter into a written agreement with the owners of land in the area for the provision of municipal services. The agreement must include: 1. A list of each service the municipality will provide on the effective date of the annexation; and 2. A schedule that includes the period within which the municipality will provide each service that is not provided on the effective date of the annexation. 3. The Municipal Services Agreement includes these provisions in accordance with state law. Emergency services will be provided through the City. The City's Fire Department will provide emergency and fire protection services comparable with the provision of services available in other parts of the municipality with topography, land use and population density similar to the level of service contemplated or projected in the area. The City will also provide operation and maintenance of water and wastewater facilities; roads and streets, including road and street lighting; and of any other publicly owned facility, building, or service in the annexed area. 2 of 4 FORT WORTH® The proposed uses were considered while assessing the financial impact on the General Fund. The city tax revenue is expected to have a positive fiscal impact over the next 10 years after the proposed development has been built. Based on the operating costs projected by the Police, Code Compliance and Transportation and Public Works Departments, the fiscal impact shows that the City is expected to make a return on public investment by the first year and a positive impact will continue thereafter. Based on the projected positive fiscal impact of the proposed annexation and its alignment with departmental goals, City staff recommend that Walsh Industrial (AX -26-004) be considered for annexation at this time. Section 43.0673 in Subchapter C-3 of Chapter 43 of the Texas Local Government Code (LGC), requires a municipality that elects to annex an area upon the request of an owner to provide notice of public hearing on the proposed annexation. Notice was posted on the City of Fort Worth Annexation webpage on Friday, September 18, 2026, and was published in the Fort Worth Star -Telegram on Friday, September 18, 2026. Additional notices were sent by certified mail to public entities including Tarrant County Appraisal District, Emergency Services District No. 1, Tarrant County Administrator, Fort Worth Independent School District and public utilities. The City Council will conduct a public hearing on the proposed annexation. After the City Council has conducted the one required public hearing, the Council may close the hearing and vote on authorizing the City Manager to execute the Municipal Services Agreement between the City and property owner and to adopt an ordinance annexing this property. Upon approval of the annexation request, the property will become part of COUNCIL DISTRICT 3. This contract requires a Form 1295. FISCAL INFORMATION/ CERTIFICATION The Director of Finance certifies that based upon approval of the above recommendations and adoption of the attached ordinance, the annexation will have a long-term positive impact to the General Fund. SUBMITTED FOR CITY MANAGER'S OFFICE BY: Jessica L. McEachern, #5804 ORIGINATING BUSINESS UNIT HEAD: DJ Harrell, # 8032 ADDITIONAL INFORMATION CONTACT: Stephen Murray #6226 ATTACHMENTS 1. Map - Walsh Industrial Annexation (AX -26-004) [11.4.1 - 1 page] 2. Ordinance - Walsh Industrial Annexation (AX -26-004) [11.4.2 - 36 pages] 3 of 4 FORT WORTH 3. Fiscal Impact Analysis - Walsh Industrial Annexation (AX -26-004) [11.4.3 - 6 pages] 4. Municipal Services Agreement ( MS A) - A X-26-004 Walsh Industrial 9.09.2026 [11.4.4 - 24 pages] 4 of 4