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6224-12-2025 - City Council - Resolution
A Resolution No. 6224-12-2025 A RESOLUTION DETERMINING THE NECESSITY FOR ACQUIRING REAL PROPERTY AND AUTHORIZING ITS APPROPRIATION OR CONDEMNATION FOR PUBLIC USE WHEREAS the Fort Worth City Council on December 9, 2025, in M&C 25-1011, ordered and decreed that a public necessity existed to acquire 308,122 square feet of permanent water main easement rights and 178,013 square feet of temporary construction easement rights from real property as listed below. SCHEDULE OF PROPERTIES AND OWNERS (referred to herein as “Schedule.”): OWNER PROPERTYINTEREST/LEGAL DESCRIPTION/PROPERTY ADDRESS OFFER John M. Bonds (Parcels 01A, 01B, 01C, 03A, 03B) A permanent water facility easement of approximately 49,941 square feet and 22,817 square feet, a temporary construction easement of approximately 34,836 square feet, 3,145 square feet and 10,915 square feet, being a portion of Tract 3, Tract 3B, and Tract 3F, MEP & PRR CO Survey, Abstract No. 1110 and Tract 2D, out of the George A Criner Survey, Abstract No. 296, Tarrant County, Texas, otherwise known as 2701 Peden Road and 2600 W. Bonds Ranch Road, Tarrant County Texas and further described in Exhibit A, attached hereto and made a part hereof as if set forth here verbatim. $220,832.00 Pete and Jo Bonds Family Partnership, LTD (Parcels 02A, 02B, 04A, 04B) A permanent water facility easement of approximately 145,168 square feet and 72,372 square feet, a temporary construction easement of approximately 58,054 square feet and 58,003 square feet being a portion of Tract 1, Tract 3B1, Tract 3F1, and Tract 3G, out of the MEP & PRR CO Survey, Abstract No. 1110, Section 19, Tarrant County, Texas, and Tract 2D, George A Criner Survey, Abstract 296, Tarrant County, Texas, otherwise known as 3401 Peden Road and 2701 Peden Road, further described in Exhibit A, attached hereto and made a part hereof as if set forth here verbatim. $204,920.00 Steven M. Tidwell and Gwyneth Tidwell (Parcels 7A, 7B, 7C, 7D) A permanent water facility easement of approximately 17,824 square feet and a temporary construction easement of approximately 12,896 square feet being a portion of Tract 1C, WM Durham Survey, Abstract No. 1787, City of Fort Worth, Tarrant County Texas otherwise known as 12259 Business Highway 287 North and further described in Exhibit A, attached hereto and made a part hereof as if set forth here verbatim. $127,492.00 JenTexas31, LLC A temporary construction easement of approximately 3,219 square feet being a portion of Tract 4 & 4A, out of the MEP & RR CO Survey #17, Abstract No. 1131, City of Fort Worth, Tarrant County, Texas, otherwise known as 12985 NW Highway 287 and further described in Exhibit A, attached hereto and made a part hereof as if set forth here verbatim. $8,140.00 The necessary property interests are described in the exhibits attached to the above-referenced M&C; those exhibits are incorporated herein for all purposes (the “Property”); WHEREAS, the Fort Worth City Council has determined that: - the Property is needed for the Northside IV 24-inch Water Transmission Main. Phase 1C Project (the “Project”); - the land rights in the Property are needed to enhance system capacity and improve reliability and support continued growth and water demand in North Fort Worth; - public necessity required the acquisition by condemnation of the Property, located within the alignment of the Project; - the use of the Property will be a public use; and - the Real Estate Division of the Property Management Department is authorized to acquire by negotiation the Property needed for the Project. WHEREAS, negotiations between the City of Fort Worth and the property owners, listed above , have been unsuccessful due to the inability to negotiate agreeable terms for the property interest being acquired by the City of Fort Worth; and WHEREAS, on this 9th day of December 2025, at a regular meeting of the Fort Worth City Council, upon Motion of Councilmember Hill, to wit: “I move that the Fort Worth City Council adopt theresolution authorizing the use of the power of eminent domain to acquire the following: 49,941 square feet and 22,817 square feet of permanent water main easement rights and 34,836 square feet, 3,145 square feet, and 10,915 square feet of temporary construction easement rights from real property owned by John M. Bonds, owner of property located at 2701 Peden Road and 2600 Bonds Ranch Road, situated in the M.E.P. & P.R.R. Co. Survey, Abstract No. 1110, and Tracts 3B1, 3F1, 3G, and 2D, George A. Criner Survey, Abstract No. 296; 145,168 square feet and 72,372 square feet of permanent water main easement rights and 58,054 square feet and 58,003 square feet of temporary construction easement rights owned by Pete and Jo Bonds Family Partnership, Ltd., owner of property located at 2701 and 3401 Peden Road, situated in the M.E.P. & P.R.R. Co. Survey, Abstract No. 1110, and the George A. Criner Survey, Abstract No. 296, and being part of Tract 3; 17,824 square feet of permanent water main easement rights and 12,896 square feet of temporary construction easement rights owned by Steven M. Tidwell and Gwenyth Tidwell, owners of property located at 12259 Business Highway 287 North, situated in the W.M. Durham Survey, Abstract No. 1787, and being part of Tract 1C; and 3,219 square feet of temporary construction easement rights owned by Jen Texas 31, LLC, owner of property located at 12985 NW Highway 287, situated in the M.E.P. & R.R. Co. Survey, Abstract No. 1131, City of Fort Worth, Tarrant County, Texas. The land rights in the subject property are needed for the Northside IV 24-inch Water Transmission Main project, a public project which will enhance system capability, improve reliability, and support continued growth and water demand in North Fort Worth. The property interest to be acquired is described by metes and bounds and depicted by survey exhibits attached to the Mayor and Council Communication; and the first record vote applies to all units of property to be condemned, and the minutes shall reflect that the first vote applies to all units.” Seconded by Councilmember Crain, duly put and carried: RESOLUTION. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FORT WORTH, TEXAS THAT: The City of Fort Worth, Texas, is authorized to use the power of eminent domain to acquire the Property for the public use and inclusion in the Project; and The City Attorney be and is hereby authorized and directed to file or cause to be filed, to spend all reasonable and necessary legal expenses, and to carry through to final judgment proceedings in eminent domain for the acquisition of the property interest listed above and attached to the M&C. Adopted this day of 20 . ATTEST: By: Jannette S. Goodall, City Secretary MAYOR AND COUNCIL COMMUNICATION MAP P1A, 1B9 & 1C - 2600 W. Bonds Ranch Road Council District 07 4. Aw Northside IV WTM P I C Alignment Study Project Parcel IA Permanent Water Easement Parcels 113 and 1C - Temporary Construction Easement Copyright © 2025 City of Fort Worth. Unauthorized reproduction is a violation of applicable laws. This data is to be used for graphical representation only. The accuracy is not to be taken/used as data produced for engineering purposes or by a registered professional land surveyor. The City of Fort Worth assumes no responsibility for the accuracy of said data. N A 0 100 FORT WORTH,, General MAYOR AND COUNCIL COMMUNICATION MAP P2A & 2B - 2701 Bonds Ranch Road Council District 07 Copyright © 2025 City of Fort Worth. Unauthorized reproduction is a violation of applicable laws. This data is to be used for graphical representation only. The accuracy is not to be taken/used as data produced for engineering purposes or by a registered professional land surveyor. The City of Fort Worth assumes no responsibility for the accuracy of said data. FORT WORTH.., MAYOR AND COUNCIL COMMUNICATION MAP P3A & 3B - 2701 W. Bonds Ranch Road Council District 07 4 r ■ A, I Y 1. 1op • i 1 Y i u k � ce N Northside IV WTM PIC Alignment Study Project Parcel 3A Permanent Water Easement Parcels 313 - Temporary Construction Easement 0 100 Copyright © 2025 City of Fort Worth. Unauthorized reproduction is a violation of applicable laws. This data is to be used for graphical representation only. The FORT WORTH - accuracy is not to be taken/used as data produced for engineering purposes or by a registered professional land surveyor. The City of Fort Worth assumes no responsibility for the accuracy of said data. MAYOR AND COUNCIL COMMUNICATION MAP NA & 4B - 3401 Peden Road Council District 07 7 �-- w r. left I i W `` t � Northside IV WTM PIC Alignment Study Project Parcel 4A Permanent Water Easement Parcels 4B - Temporary Construction Easement Copyright © 2025 City of Fort Worth. Unauthorized reproduction is a violation of applicable laws. This data is to be used for graphical representation only. The FORT WORTH, accuracy is not to be taken/used as data produced for engineering purposes or by a registered professional land surveyor. The City of Fort Worth assumes no responsibility for the accuracy of said data. MAYOR AND COUNCIL COMMUNICATION MAP P7A, 7B, 7C, & 7D - 12259 Business Highway 287 Council District 07 C. V Northside IV WTM PIC Alignment Study Project Parcel 7A Permanent Water Easement Parcels 713, 7C, 7D - Temporary Construction Easements Copyright © 2025 City of Fort Worth. Unauthorized reproduction is a violation of applicable laws. This data is to be used for graphical representation only. The FORT WORTH, accuracy is not to be taken/used as data produced for engineering purposes or by a registered professional land surveyor. The City of Fort Worth assumes no responsibility for the accuracy of said data. MAYOR AND COUNCIL COMMUNICATION MAP P8 - 12985 Northwest Highway 287 Council District 07 w 1. Northside IV WTM P1CAlignment Study Project - Parcel 8 Temporary Construction Easement Copyright © 2025 City of Fort Worth. Unauthorized reproduction is a violation of applicable laws. This data is to be used for graphical representation only. The accuracy is not to be taken/used as data produced for engineering purposes or by a registered professional land surveyor. The City of Fort Worth assumes no responsibility for the accuracy of said data. N A 0 100 FORTWORTH. ON General P3A PWFE, 3B TCE & EXHIBITS FOR JOHN MILLARD BONDS P1A PWFE, 1B TCE, 1C TCE P3B P1A S 24°28'24" E, a distance of 45.36 feet to a 3/8 inch iron rod set; S 65°35' 19" W, a distance of 25.00 feet to a 3/8 inch iron rod set; N 24°28'24" W, a distance of 51.90 feet to a 3/8 inch iron rod set; S 65°32'35" W, a distance of 34.97 feet to a 3/8 inch iron rod set; S 41'42' 14" W, a distance of 129.08 feet to a 3/8 inch iron rod set; N 89°32'36" W, a distance of 201.06 feet to a 3/8 inch iron rod set; S 45°29'02" W, a distance of 49.56 feet to the POINT OF BEGINNING and containing 49,941 square feet or 1.146 acres of land THERav w. SIMS .� Date: April 24, 2025 iq 5887 '� T eron W. Sims, R.P. .S. �'Or �0 •"`� Texas Registration No. 87 O SUR%4 Surveyed on the ground April 22, 2025 1. Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterra Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. 2. Integral parts of this survey: a. Legal Description b. Sketch Sheet 2 of 4 FTW23548 Remainder JOHN MILLARD BONDS (PARCEL VOL. 8945, PG. 1547 D.R.T.C.T. N24'28'24"W 690.31' VARIABLE WIDTH WATER LINE EASEMENT 49,941 S1= 1.146 ACRES CITY C / 20' CONSTRI S24'28'24"E 703.62' \ P£NDENS NOTICE FOR \ 'TY OF FORT WORTH NT WATER FACILITY EASEMENT INST. ID224076600 O.P.R.TC.T. 'ITY OF FORT WORTH IATER FACILITY EASEMENT INST. ID223077915 D.R. T. C. T. INST DD.TC.T. 915 \ \� D.RT.C.T \ 35' PIPELINE EASEMENT \ \ \ \ —EAGLE MOUNTAIN PIPELINE COMPANLY L.P. VOL. 16265, PG. 424 — D.R.T.C.T. — — NOTES: I LU K—U—YY 1) Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterra Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. All coordinates shown are surface. 2) Integral parts of this survey: C . Legal Description b. Sketch 3) • is 3/8" iron rod set with cap stamped 'TNP INC ESMT" unless otherwise noted. S T 1. THERON W. SIMS, R i1�S. °•�THERON ............W... SIMs°° TEXASREGISTRATION N0. 5887 ••,..................... •° q 5887 GE0RGSTj CE R 2 9 ABST N� APPROXIMATE LOCATION 50' RIGHT—OF—WAY & EASEMENT \ LONE STAR GAS COMPANY VOL. 3062, PG. 414 \ D.R. T C. T L3\ L 13 `/ ///4tx L1 vyI 1 /2" CIRS TNP INC ESMT TUNE # I L1 I L2 I L3 L4 L5 L7 L8 L9 I L10 DATE: APRIL 24, 2025 '•°Fessl°?'o� I L12 SURVEYED ON THE GROUND S ...�j I L14 �APRIL 22, 2025 T.•\Proiects\FTW23548\Sur—CJD\cad\survev\Easements\Water tine Esmt — John Millard Bonds 1.146 Ac.dwo POC RD 5/B" CIRF BROOKES BAKER SURVEYORS � UNE TABLE I DIRECTION LENGTH I N 89'32'30" W 42.45' N 4529'02" E 92.01' S $9'32'36" E 199.89` N 41'42'14" E 121.82` N 6532'35" E 41.30' S 65'32'35" W 25.00` S 24'28'24" E 45.36' S 65'35'19" W 25.00' � N 24'28'24" W 51.90' S 65'32'35" W 34.97' 1 S 41'42'14" W 129.08' N 8932'36" W 201.06' S 4529'02" W 49.56' SCALE 1 "=60' EXHIBIT "B" WATER LINE EASEMENT Situated in the GEORGE A. CRINER Survey, Abstract No. 296, Fort Worth, Tarrant County, Texas. teague Hall 8t perkins ittnp 5237 N. Riverside Drive, Suite 100 Fort Worth, Texas 76137 817.336.5773h 817.332.7756fx w.tnpinc.com / TBPLS Registration No. 100116.00 SHEET 3 OF 4 r PETS & JO BONDS FAMILY PARTNERSHIP, LTD (TRACT Ill) INST. ID213039813 D.R. T. C. T. LIS VARIABLE WIDTH WATER LINE EASEMENT 49,941 SF 1.146 ACRES Remainder JOHN MILLARD BONDS (PARCEL E ) VOL. 8945, PG. 1547 D.R.T.C.T. GE01? SURvg6 CJRI -E N 0 2 A I LINE TABLE LINE # DIRECTION LENGTH I L6 S 89'31'36" E 55.15' I L15 IS 89'31'36" E 5.51' NOTES. 1) Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterro Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. All coordinates shown are surface. 2) Integral parts of this survey: a. Legal Description b. Sketch 3) 0 is 3/8" iron rod set with cap stamped 'TNP INC ESMT" unless otherwise noted. 5/8" CIRF ILLEGIBLE \5 RIN V SCALE 1 "=60' EXHIBIT "B" WATER LINE EASEMENT Situated in the GEORGE A. CRINER Survey, Abstract No. 296, Fort Worth, Tarrant County, Texas, teague nail & perkins 5237 N. Riverside Drive, Suite 100 DATE: APRIL 24, 2025 tnp Port worth, Texas 76137 SURVEYED ON THE GROUND 817.336.5773 ph$17.332.7756 fx w.fnpinc.com / TBPLS Registration No. 100116-00 APRIL 22, 2025 SHEET 4 OF 4 T\Pm:we/a\FrW9.S56R\Ciir—(`.3n�rn,/\aurw.v\Fn_e'mwn/c\Wn/wr linw Fam/ — .khn A/iIMM Rnnrle 1. 149 Ad— 1\ P1B S 65°32'35" W, a distance of 41.30 feet to a 3/8 inch iron rod set; S 41 °42' 14" W, a distance of 121.82 feet to a 3/8 inch iron rod set; N 89°32'36" W, a distance of 199.89 feet to a 3/8 inch iron rod set; S 45°29'02" W, a distance of 92.01 feet to the POINT OF BEGINNING and containing 34,836 square feet or 0.800 acres of land STF �t Ri Jd m � III te: April 24, 2025 •• »•••••«••THERON W. ••••SIMS .... Theron W. Sims, R.P.L. ' .p 7= Texas Registration No. 58 7 �q;�»°.';;as;�� Surveyed on the ground April 22, 2025 suR 1. Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterra Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. 2. Integral parts of this survey: a. Legal Description b. Sketch Sheet 2 of 4 FTW23548 / MATCHLINE E o R G E U R E y S24' 28' 24"E 690.31 ' G E R S 2 9 6 \ N24'28'24"W 654.61' CAB S T N 0 VARIABLE A IAB E WIDTH TEMP EASORARY \ \ EMENT 34,836 SF / \ �� 0.800 ACRES \ ao• \ \ Remainder 10 JOHN MILLARD BONDS 0 SCALE 1 "=60' APPROXIMATE LOCA710N PARCEL E) 50' RIGHT-OF-WAY &EASEMENT VOL. 8945, PG. 1547 � CITY OF FORT WORTH LONE STAR GAS COMPANY \ D.R.TC.T. / 20' TEMPORARY VOL. 3062, PG. 414 1 CONSTRUCT70N E4SEMENT D.R. T C. T. \ \ INST /D223077915 \ �.I D. R. T C.T. �/ \ LIS PENDENS N077CE FOR \ CITY OF FORT WORTH ►PERMANENT WATER FACILITY EASEMENT \ INST. 40224076600 O.P.R.T.C.T \ ��' ♦ � ��— �i— - — — �—_ - L \ - — — - — — �� CITY OF FORT WORTH 25' WATER FACILITY EASEMENT \ / `/ \ INST. I D 230 7915 \ \ \ \ 35' PIPELINE EASEMENT \ \ \ \ -EAGLE MOUNTAIN PIPELINE COMPANLY L.P. VOL. 16265, 424 \ \ \ -G•�L Il. D.R.T. T.C.T.T. L1 — _ — — N89'32'30"W 524.26'— — POB \ POC BONDS RANCH RD 5/8" CIRS BROOKES BAKER SURVEYORS NOTES. 120' R—O—W 1) Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterro Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. All coordinates shown are surface. 2) Integral parts of this survey: U. Legal Description b. Sketch EXHIBIT "B" 3) 0 is 3/8" iron rod set with cap stamped "TNP INC ESMT" unless otherwise noted. \ I LINE TABLE TEMPORARY CONSTRUCTION O F T I LINE # DIRECTION LENGTH EASEMENT � S TERF F(- G 1 L1 N 89'32'30" W 63.67' * °• I L2 N 45'29'02- E 155.67' Situated in the GEORGE A. CRINER Survey, Abstract No. 296, i L3 S 89'32'36" E 198.12' Fort Worth, Tarrant County, Texas. THERON W. SIMS, R.P.L. °°•THERON.W.•SIMS� Oe I L4 N 41'42'14- E 110.93' lopTEXAS REGISTRATION N0. 5 7 ••%••••••••••••••<••••••V.. I L5 N 65'32'35" E 30.78' league nail 8, perkins 0 5887 P ° I L7 S 6532'35" W 41.30' t np 5237 N. Riverside Drive, Suite too DATE: APRIL 24, 2025 ••'•�Ff S S \ y0� L8 S 41'42' 14" W 121.82' Fort Worth, Texas 76137 SURVEYED ON THE GROUND ���•SUR��` L9 N 89'32'36- W 199.89' 817.336.5773ph 817.332.7756fx L1 0 S 45°29'02" W 92.D 1 , w I TBPLS Registration No. 100116-00 APRIL 22, 2025 SHEET 3 OF 4 T \Proiects\FTW235"\Sur—C3D\cad\survey\Easements\Temp Const Esmt — John Millard Bonds 0.800 Ac.dwo PETE & JO BONDS FAMILY PARTNERSHIP, LTD (TRACT ill) INST. ID21JOJ981J D.R.T.C.T. 5/8" CIRF — — ILLEGIBLE \ — L6 \ L11 \ V SCALE 1 "=60' VARIABLE WIDTH TEMPORARY JA CONSTRUCTION EASEMENT ` \ 34,836 SF 0.800 ACRES Q . Remainder vc%wWes. JOHN MILLARD BONDS (PARCEL E) VOL. 8945, PG. 1547 �� ��� \ D.R.T.C.T. 1�- \ EGRGEURVEy G R S 2 9 6 \ CRINT N 0 A B S \ I LINE TABLE ! \ LINE # DIRECTION LENGTH I L6 S 89'31 '36" E 122.06' I I L11 IS 89'31'36" E 60.66' I \ \ MATCHLINE NOTES. EXHIBIT trBtt 1) Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of tom (North Central Zone; Continuously Operating TEMPORARY CONSTRUCTION as derived locally from Allterra Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid EASEMENT coordinates and distances to surface. All coordinates shown are surface. 2) Integral parts of this survey: Situated in the GEORGE A. CRINER Survey, Abstract No. 296, a. Legal Description b. Sketch Fort Worth, Tarrant County, Texas. 3) 0 is 3/8" iron rod set with cap stamped "TNP INC ESMT" unless otherwise noted. t teague nail & perkins 5237 N. Riverside Drive, Suite 100 DATE: APRIL 24, 2025 Fort Worth, Texas 76137 1117.336.5773 ph 817.332.7756 fx SURVEYED ON THE GROUND p wAnpinacom ITBPLS Registration No. 100116-00 APRIL 22, 2025 SHEET 4 OF 4 .4/ T-\Pmi—ts\FTW23548\Sur—C3D\cad\ survev\Easements\ Temo Comt Esmt — John Millard Bonds 0.800 Ac.dwa P1C Y1oRTM of" Q Y af( �3 Go2 �.OMjON ""Se ORGE RYEY G°"Nsl�#DRT3Gt \ CRjNER T 0U' 296 <� \ A B S T . Remainder JOHN MILLARD BONDS tIl (PARCEL "E") VOL. 8945, PG. 1547 Q D.R.T.C.T. 0,/\20' TEMPORARY ,-% CONSTRUCTION EASEMENT 3,145 SF 0.072 ACRES /f 35' PIPELINE EASEMENT EAGLE MOUNTAIN PIPELINE COMPANLY L.P.— VOL. 16265, PG. 424 D.R.T.C.T. BONDS RANCH RD 120' R-O-W NOTES: 1) Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterro Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. All coordinates shown are surface. 2) Integral parts of this survey: a. Legal Description b. Sketch 3) • is 3/8" iron rod set with cap stamped "TNP INC ESMT" unless otherwise noted f THERON W. SIMS, R.P.L TEXAS REGISTRATION NO. 5887 DATE: APRIL 24, 2025 SURVEYED ON THE GROUND APRIL 22, 2025 LIS PENDENS NOTICE FOR CITY OF FORT WORTH PERMANENT WATER FACILITY EASEMENT INST. ID224076600 0.P.R.T.C.T. CITY OF FORT WORTH 25' WATER FACILITY EASEMENT INST. ID223077915 0.R.T.C.T. L6 LINE TABLE LINE # DIRECTION LENGTH L1 N 89'32'30" W 22.06' I L2 N 24'28'24" W 152.62' L3 N 6532'35" E 20.00' L4 S 24'28'24" E 51.90' L5 S 24'28'24" E 110.02' L6 N 89'32'30" W 60.65' 1 POC 5/8" CIRF BROOKES BAKER SURVEYORS 0 t SCALE 1 "=40' EXHIBIT "B" TEMPORARY CONSTRUCTION EASEMENT Situated in the GEORGE A. CRINER Survey, Abstract No. 296, Fort Worth, Tarrant County, Texas. teague nail & perkins tn 5237 N. Riverside Drive, Suite 100 _ Fort Worth, Texas 76137 817.336.5773 ph 817.332.7756 fx �tp ,,Anpinc.com / TBPLS Registration No. 100116.00 SHEET 2 OF 2 .--a T.•\Proiects\FfW23548\Sur-C30\cod\survev\Easements\Tema Const Esmt - John Millard Bonds 0.072 Ac.dwa P3A S 24°28'24" E, parallel to and 5.00 feet west of the east line of said Bonds tract and the west line of said Business 287, a distance of 252.85 feet to the POINT OF BEGINNING and containing 22,817 square feet or 0.524 acres of land. . �tLD te: April 24, 2025 Theron W. Sims, R.P.L.Q Texas Registration No. 5887 Surveyed on the ground April 22, 2025 1. Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterra Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. 2. Integral parts of this survey: a. Legal Description b. Sketch Sheet 2 of 3 FTW23548 rd 5/8" CIRF BROOKES BAKER BEARS SO1'43'31 "E, 0.28' PETE & JO BONDS FAMILY PARTNERSHIP, LTD (TRACT Ill) INST. ID21JO39813 D.R.T.C.T. PEDEN ROAD 50' RIGHT—OF—WAY EASEMENT AS RECORDED IN BOOK 2, PAGE 49 _ OF THE TARRANT COUNTY COMMISSIONERS COURT RECORDS N88.57'49"E 329.51' c,' S88'57'49"W 267.27' � p . R 'R - I 13 M E p.SUR pEYilip A B S T. N SCALE 1 "=100' NOTES: 1) Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterro Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. All coordinates shown are surface. 2) Integral parts of this survey: C. Legal Description b. Sketch 3) • is 3/8" iron rod set with cap stamped "TNP INC ESMT" unless otherwise noted. VARIABLE WIDTH WATER LINE EASEMENT 22,817 SF — 0.524 ACRES Remainder JOHN MILLARD BONDS (PARCEL E ) VOL. 8945 PG. 1547 D. R. T.C. T. PETS & JO BONDS FAMILY PAf (TRACT III) INST. ID213039813 O.R.T.C.T. S LINE TABLE LINE # DIRECTION LENGTH THERON W. SIMS, R.P.Lf.— a°..HERON°W.OSIMS•°°• Li S 89.35'30" W 54.76' TEXAS REGISTRATION NO. 5887 .•...•...............:. •• L2 N 69*28'19" W 17.41' 5887 �r L3 N 00.23'51 " W 25.00' DATE: APRIL 24, 2025 °-`�oFESSt0^'PO� L4 S 2,V28'24" E 57.27' ' •SUR`I�y L5 S 64'15'58" W 5. SURVEYED ON THE GROUND L6 S 89'35'30" W 5.4848' 22, 2025 �APRIL T.•\Proiects\FTW23548\Sur—C30\cad\survey\Easements\Water line Esmt — John Millard Bands 0.524 Ac.dwa \ E.W. & M.K. PLASEK VOL. 7504, PG. 145 \ D.R.T.GT 1 /2" IRF \ \ Nam• ,CIl 0 lw \ /' tJ 11' P005/8" CIRF ILLEGIBLEL L6 POB \ \ EXHIBIT "B" WATER LINE EASEMENT Situated in the M.E.P.&P. R.R. CO. Survey, Abstract No. 1110, Fort Worth, Tarrant County, Texas. teague nail & perkins tn 5237 Riverside Drive, Suite 100 Fort Worth, Texas 76137 's a 817.336.5773 ph 817.332.7756 fx t ' p w.tnpinacom / TBPLS Registration No. 100116-00 SHEET 3 OF 3 r✓ P3B 5/8" CIRF BROOKES BAKER BEARS PETE & JO BONDS FAMILY PARTNERSHIP, LTD (TRACT Ill) INST ID213OJ9813 D. R. T.C. T. C 0 . I?•R I M E •p S U R v E Y1 1 1 0 N 0 . A g S T SCALE 1"=100' PEDEN ROAD 50' RIGHT—OF—WAY EASEMENT AS RECORDED IN BOOK 2, PAGE 49 OF THE TARRANT COUNTY COMMISSIONER'S COURT RECORDS \ E.W. & M.K. PLASEK VOL. 7504, PG. 145 \ D.R.T.C.T. IRF N88°57'49"E 267.27' �4 S88'57'49"W 263.69' �2 \ 20' TEMPORARY 2 �� CONSTRUCTION EASEMENT 10,915 SF a 0 \ 0.251 ACRES �; �; `y '1 \ Remainder JOHN MILLARD BONDS \ (PARCEL E) 6' s VOL, 8945, PG. 1547 D.R.T.C.T. UI L5 Ll PETE & JO BONDS FAMILY PARTNERSHIP, LTD POB (MACT Ill) INST. JD213039813 D.R.TC.T. NOTES. 1) Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Aliterro Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. All coordinates shown are surface. 2) Integral parts of this survey: o. Legal Description b. Sketch 3) • is 3/8" iron rod set with cop stomped "TNP INC ESMT" unless otherwise noted --I L:� '--� - S. -- (Z� THERON W. SIMS, L.S. TEXAS REGISTRATION 5887 LINE # I L1 ••:°THERON°W.°SIMS°• ( L2 .......................... 'sq 5887 P- ( L3 1 L4 DATE: APRIL 24, 2025 l 9•°°°FeS S\°o� I L5 SURVEYED ON THE GROUND °SUR`1I L6 eAPRIL 22, 2025 T.AProiects\F1W23548\Sur—CJD\cad\survev\Easements\Tema Const Esmt — John Millard Bonds 0.251 Ac.dwa POC \ 5/8" CIRF ILLEGIBLE \ \ 9 EXHIBIT "B" TEMPORARY CONSTRUCTION EASEMENT LINE TABLE I DIRECTION LENGTH I Situated in the M.E.P.&P. R.R. CO. Survey, Abstract No. 1110, S 89°35'30" W 21.90' Fort Worth, Tarrant County, Texas. N 69*28'19" W 5.31' N 00°23'51" W 20.00' teague nail & perkins S 69'28'19" E 17.41' 5237 N. Riverside Drive, Suite 100 S 89°35'30" W 60.24' Fort Worth, Texas 76137 N 00°22'58" W 24.72' 817.336.5773 h 817.332.7756 fx �;,Ptnp w.lnpinaeom / TBPLS Registration No. 100116-00 4 SHEET 2 OF 2 P2A PWFE, 2B TCE P4A PWFE, 4B TCE EXHIBITS FOR PETE & JO BONDS FAMILY PARTNERSHIP, LTD & P2A Remainder JOHN MILLARD BONDS (PARCEL E ) VOL. 8945, PG. 1547 D. R. T. C. T. �Lf2 C � . I? I? M .E °p 5 U R y E Y1 1 1 0 A B S T . N p . 50' WATER LINE EASEMENT 145,168 SF 3.333 ACRES RE PETE & JO BONDS FAMILY PARTNERSHIP, LTD (TRACT ill) INST. ID213039813 D.R.T.C.T. 9. SCALE 1"=60' I LINE TABLE LINE # DIRECTION ILENGTHI L1 S 89-35.30: W 1 5.48' 1 L2 N 89'35'30E 54.76' 1 NOTES.- 1 ) Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterra Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. All coordinates shown are surface. 2) Integral parts of this survey: a. Legal Description b. Sketch 3) • is 3/8" iron rod set with cap stamped "TNP INC ESMT" unless otherwise noted. ( G 1 THERON W. SIMS, R.P.LCS. °°°THERON•W..SIMS•°• TEXAS REGISTRATION N0. 87 •°•°•••°•°°••°°°••°°°:°°• 5887 °•,P Pl N POC 5/8" CIRF L1 EXHIBIT "B" WATER LINE EASEMENT Situated in the M.E.P.&P. R.R. CO. Survey, Abstract No. 1 110 & the GEORGE A. CRINER Survey, Abstract No. 296, Fort Worth, Tarrant County, Texas. 44 teague nail & perkins 5237 N. Riverside Drive, Suite 100 DATE: APRIL 24, 2025 °'°°Fe S S?° o� Fort Worth, Texas 76137 gti0 °•••°••°°��� n p 817.336.5773 ph 817.332.7756 fx SURVEYED ON THE GROUND SURD wwwlnpinc.com/TSPLSRegistrationNo.100116-00 APRIL 22, 2025 SHEEP 2 OF 3 T•\Pm1..,N°\FTW935dB\.Sur—C3D\end\survey\Fnxements\Water line Famt — Pete & do Bonds 3.333 Ae.dwo / MATCHLINE --Y�- 7 - - PETE & JO BONDS FAMILY PARTNERSHIP, LTD (TRACT lll) INST. IiD213OJ9813 D.R.T.C.T. 50' WATER LINE EASEMENT 145,168 SF 3.333 ACRES R .R M.E•P'SUR oEYi A B 5 T N \ \ cP. 0 �LO 01 � ou, 0 .o o. \ C 0 . 1 1 0 APPROX. SURVEY LINE / s CRjNER GBOBGEURVEY 296 A B S ST . N 0 I LINE TABLE 1 LINE # ECCT TQ LENGTH QQ I� I L3 IN 8� 31'16" W 55.15' 1 L4 S 89'31'36" E 5.51' NOTES: 1) Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterre Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. All coordinates shown are surface. 2) Integral parts of this survey: a. Legal Description b. Sketch 3) • is 3/8" iron rod set with cap stamped "TNP INC ESMT" unless otherwise noted. Remainder ✓OHN MILLARD BONDS (PARCEL E ) VOL. 8945, PG. 1547 D.R.T.C.T. \ V SCALE 1"=60' \ \ 5/8" CIRF ILLEGIBLE EXHIBIT "B" WATER LINE EASEMENT Situated in the M.E.P.&P. R.R. CO. Survey, Abstract No. 1110 & the GEORGE A. CRINER Survey, Abstract No. 296, Fort Worth, Tarrant County, Texas. teague nail & perkins 5237 N. Riverside Drive, Suite 100 DATE: APRIL 24, 2025 Fort Worth, Texas 76137 � tnp817.336.5773 ph 817.332.7756 fx SURVEYED ON THE GROUND`"'� w.tnpinacom / TBPLS Registration No. 10011640 APRIL 22, 2025 SHEET 3 OF 3 F\Pml.rls\FTW7.3.SOA\Sur—C3n\cad\survey\Easements\Water Line Esrnt — Pete & Jo Bonds 3.333 Ac.dwo P2B Remainder JOHN MILLARD BONDS (PARCEL 'E ) VOL. 8945, PG. 1547 D. R. T. C. T. C 0 R •R ' M E ,p S U R v E Y1 1 1 0 A B S T . N 0 . M SCALE 1"=60' POB POC L2 5/8" CIRF ILLEGIBLE �f f L1 s Op \ 3?'. PETE & JO BONDS FAMILY PARTNERSHIP, LTD LO (TRACT IN INST. ID213039813 NO D. R. T. C. T. 03 LO TABI IF INE LINL1 # S L9 30N W ON24LEGTH I L2 N 89'35'30" E 21.90' cP. f 20' TEMPORARY CONSTRUCTION EASEMENT 58,054 SF AC 1.333 ACRES NOTES: 1) Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Aliterra Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. All coordinates shown are surface. 2) Integral parts of this survey: a. Legal Description b. Sketch 3) • is 3/8" iron rod set with cap stamped 'TNP INC ESMT" unless otherwise noted. THrRL�W. SIMS, R.P.L.S(— TEXAS REGISTRATION NO. 5887 DATE: APRIL 24, 2025 SURVEYED ON THE GROUND APRIL 22, 2025 P •G\STEpc'F-t THERON W. SIMS ................ •...... . 5887 �. •SURv. y0 EXHIBIT "B" TEMPORARY CONSTRUCTION EASEMENT Situated in the M.E.P.&P. R.R. CO. Survey, Abstract No. 1110 & the GEORGE A. CRINER Survey, Abstract No. 296, Fort Worth, Tarrant County, Texas. i teague nail & perkins 5237 N. Riverside Drive, Suite 100 Fort Worth, Texas 76137 np817.336.5773 w ph 817.332.7756 fx r w.tnpinacom / TRPLS Registration No. 10011 "0 SHEET 2 OF 3 J T.-\P-i.Cf9\FTW23548\Sur—C3D\cad\survev\Easements\Temo Const £smt — Pete & Jo Bonds 1.333 Ac.dwa / MATCHLINE — 7-- \ �Y 20' TEMPORARY \ CONSTRUCTION EASEMENT \ \ 58,054 SF 1.333 ACRES \ SCALE 1 "=60' rcp_ \ PETE & JO BONDS FAMILY PARTNERSHIP, LTD 00 O (TRACT lIl) O. O. INST. ID21 JO39813 0"t�_ D.R. T.C.T. /.� \ 0 C Q R•R. M .E •p . SU R 7.13 1 1 O \ A B 5 T N \ APPROX. SURVEY LINE CRINER GEORGSU1? 296 \ N 0 . A B 5 T \ I LINE TABLE I _ _ L4 ALINE # IR �fi�ON LENGTH Remainder L3 \ L3 I N 9• I J6� W I `EN06' ✓OHN MILLARD BONDS I CIRF L4 S 89'31'36" E 60.66' (PARCEL . SILL ILLEGIBLE \ VOL. 8945, PG. 1547 ILLEGIBLE D.R.T.C.T. NOTES EXHIBIT "B" Bearings lines shown hereon refer to Grid North the Texas C TEMPORARY CONSTRUCTION Coordinate System of 1983 (North Control Zone; NAD83(2011) 2010.00) as derived locally from Ailterro Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An EASEMENT overage Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. All coordinates shown are surface. 2) Integral parts of this survey: Situated in the M.E.P.&P. R.R. CO. Survey, Abstract No. 1110 a. Legal Description & the GEORGE A. CRINER Survey, Abstract No. 296, b. Sketch Port Worth, Tarrant County, Texas. 3) • is 3/8" iron rod set with cap stamped -rNP INC ESMT' unless / otherwise noted. teague nail & perkins 5237 N. Riverside Drive, Suite 100 DATE: APRIL 24, 2025 \ port worth, Texas 76137 SURVEYED ON THE GROUND 817.336.5773 ph 817.332.7756 fx ittnp w.tnpinacom / TBPLS Regislrofion No. 100116-00 APRIL 22, 2025 SHEEP 3 OF 3 T•\Pmiects\FlW23548\Sur—C3D\cad\survev\Easements\Tema Const Esmt — Pete & Jo Bonds 1.333 Ac.dwo P4A N 88°57'49" E, continuing along the south line of said Peden Road, a distance of 710.94 feet to a 3/8 inch iron rod set; S 01'02' 11" E, leaving the south line of said Peden Road, a distance of 27.59 feet to a 3/8 inch iron rod set; N 88°57'49" E, a distance of 142.94 feet to a 3/8 inch iron rod set; N 00'40' 11" W, a distance of 27.59 feet to a 3/8 inch iron rod set in the south line of said Peden Road; N 88°57'49" E, along the south line of said Peden Road, a distance of 1,664.46 feet to the POINT OF BEGINNING and containing 72,372 square feet or 1.661 acres of land. OF -April 24, 2025 k58 7HERON w SIMS { W. Sims, R. •.% ..e..............Theron ;a 8887Texas Registration �?'a,� Eo'2 ...�Jr 5�.� ci ����`��� Surveyed on the ground April 22, 2025 1. Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterra Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. 2. Integral parts of this survey: a. Legal Description b. Sketch Sheet 2 of 7 FTW23548 i PEDEN ROAD 50' RIGHT—OF—WAY EASEMENT AS RECORDED IN BOOK 2, PAGE 49 OF THE TARRANT COUNTY ' COMMISSIONERS COURT RECORDS — N88.57'49"E 1664.46' S88'57'49"W 1626.76 00 POC 5/8" CIRF I ,-FP BROOKES BAKER J BEARS S01'43'31 "E, 0.28' — J / APPROXIMATE LOCATION RECEMNG SITE & INGRESS & EGRESS EASEMENT VARIABLE WIDTH ANADARKO GATHERING COMPANY VOL. 11791, PG. 1408 WATER LINE EASEMENT Remainder D.R.TC.T. 72,372 SF I JOHN BONDS (PAARCELRCEL . 1.661 ACRES VOL. 8945, PG. 1547 D.R.T.C.T. PETE & JO BONDS FAMILY PARTNERSHIP, LTD (TRACT ill) INST. #D213039813 D.R.T.C.T. C 0 R •R ' M •-E 'P S U R NOTES: �, N 0 V 1) Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of A s 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterro Central's SCALE 1 "=60' Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. All coordinates shown are surface. 2) Integral parts of this survey: a. Legal Description b. Sketch 3) • is 3/8" iron rod set with cap stamped "TNP INC ESMT" unless otherwise noted. EXHIBIT "B" WATER LINE EASEMENT ��•aF T �Q Gs T ERF :�f Situated in the M.E.P.&P. R.R. CO. Survey, Abstract No. 1110 & —1 �t\ . �i:' �` ° the M.E.P.&P. R.R. CO. Survey, Abstract No. 1138 (Section 19), THERON W. SIMS, R.P. S. • ' ' THERONW. IM"'•••••. W. SIM "S'•"• , Fort Worth, Tarrant County, Texas. TEXAS REGISTRATION NO. 5887 ••�••••••••••••••••••<••.••• 1 LINE TABLE I teague nail & perkins •. aP • I LINE # DIRECTION ILENGTHI 5237 N. Riverside Drive, Suite 100 DATE: APRIL 24, 2025 !q•.�F o•r'R E s s �,.• o I L1 S 00.23'51 " E 25.00' I Fort Worth, Texas 76137 ••�•••• •• ittnp817.336.5773 h 817.332.7756fx SURVEYED ON THE GROUND SUR�'I L71 S 00'23'S1" E 34.27' I PAPRIL 22, 2025 ,.tnpinc.com / TBPLS Registration No. 100116-00 SHEET 3 OF 7 TAProrects\FTW23548\Sur—C3D\cad\survey\Easements\Water Line Esmt — Pete & Jo Bonds 1.661 Ac.dwa PEDEN ROAD APPROXIMATE LOCATON PIPELINE RIGHT—OF—WAY AGREEMENT 1 /2" CIRF CROSSTEX NORTH TEXAS GATHERING, L.P. IN BOO JBR,ITAIN & CRAWFORD 50' RIGHT— EASEMENT AS RECORDED N 00K 2, PAGE 49 INST. 1ID208425801 0 OF THE TARRANT COUNTY D.R.T.C.T. \rl' COMMISSIONER'S COURT RECORDS Pq N' v� 7/-;z f I (W N � N88'57r 49"E 1664.46' 1 U -� S88'57'49"W 1626.76' IAPPROXIMATE LOCA77ON PETE & JO BONDS FAMILY PARTNERSHIP, LTD (TRACT Nl) INST. #0213039813 D.R.T.C.T. VARIABLE WIDTH WATER LINE EASEMENT 72,372 SF 1.661 ACRES R .R M E•P"SUR P. iEY1 A B S T- N NOTES 1) Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterra Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. All coordinates shown are surface. 2) Integral parts of this survey: a. Legal Description b. Sketch 3) • is 3/8" iron rod set with cap stamped "TNP INC ESMT" unless otherwise noted. DATE: APRIL 24, 2025 SURVEYED ON THE GROUND `APRIL 22, 2025 20 PIPELINE RIGHT—OF—WAY AGREEMENT CROSS7EX NORTH TEXAS GATHERING, L.P. / INST. #0208425802 / D.R.T.C.T. / APPROXIMATE LOCATION 30' PIPELINE EASEMENT / \ / CROSSTEX NORTH 7EX4S GATHERING, L.P. INST fD208425803 D.R.T.C.T. \ / \ / APPROXIMATE LOCATION \ / 50' RIGHT—OF—WAY & EASEMENT LONE STAR GAS COMPANY VOL. 3062, PG. 414 D.R.T.C.T. C 0 SCALE 1"=60' 1 1 0 EXHIBIT "B" WATER LINE EASEMENT Situated in the M.E.P.&P. R.R. CO. Survey, Abstract No. 1110 & the M.E.P.&P. R.R. CO. Survey, Abstract No. 1138 (Section 19), Fort Worth, Tarrant County, Texas. teague nail & perkins 5237 N. Riverside Drive, Suite 100 tn Pori Worth, Texas 76137 r 817.336.5773 ph 817.332.7756 fx t% p w.tnpinacom / TBPLS Registration No. 100116-00 SHEET 4 OF 7 T.,\Proiects\f7W23548\Sur—CJD\cad\survev\Easements\Water Line Esmt — Pete & do Bonds 1.661 Ac.dwa 20' EASEMENT TRI-COUNTY _ F_LECMIC COOPERATIVE, INC. ' INST. 10220297075 D.R.T.C.T. i L4 1/2" IRF� — 1 /2" CIRF �—ILLEGIBLE PEDEN ROAD 50' RIGHT-OF-WAY EASEMENT AS RECORDED IN BOOK 2, PAGE 49 _ OF THE TARRANT COUNTY COMMISSIONER'S COURT RECORDS N88.57'49"E 1664.46' L2 S88'57'49"W 1626.76 \ VARIABLE WIDTH WATER LINE EASEMENT \ \ PETE & JO BONDS FAMILY PARTNERSHIP, LTD 72,372 SF (TRACT 111) 1.661 ACRES \ \ INST R.T.C.. 13 D..T.C.T. 0 \ \ APPROXIMATE LOCATION C C 16' PIPELINE EASEMENT R R t GUL\ VOL.FO.R.TC.TPIPELIN607, E 3 2 M E CO P S U R E Y 1 1 1 SCALE 1"=60' \ A B S T N NOTES. 1) Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) EXHIBIT "Bt1 as derived locally from Allterro Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An WATER LINE EASEMENT average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. All coordinates shown are surface. 2) Integral parts of this survey: Situated in the M.E.P.&P. R.R. CO. Survey, Abstract No. 1110 & a. Legal Description LINg TABLE the M.E.P.&P. R.R. CO. Survey, Abstract No. 1138 (Section 19), b. Sketch LINE # DIRECTION LENGTH Fort Worth, Tarrant County, Texas. 3) ! is 3/8" iron rod set with cap stomped 'TNP INC ESMT" unless L2 S 01*02'11" E 6.13 >� otherwise noted. L3 S 43'57'49" W 30.36' teague nail & perkins L4 S 88'57'49" W 175.10' 5237 N. Riverside Drive, Suite 100 DATE: APRIL 24, 2025 L9 N 88'57'49" E 142.94' Fort Worth, Texas 76137 SURVEYED ON THE GROUND L10 IN 0740'11 " W 27.59' tnp877.336.5773 ph 817.332.7756 fx APRIL 22, 2025 wtnpinc.com / TBPLS Registration No. 100116-00 \ SHEET 5 OF 7 T..\Proiects\FTW23548\Sur-C3D\cad\survey\Easements\Water Line Esmt - Pete dr Jo Bonds 1.661 Ae.dwa r 1/2" CIRF — —AREA SURVEYING ' MAG NAIL �' — — — — PEDEN ROAD 50' RIGHT-OF-WAY EASEMENT AS RECORDED IN BOOK 2, PAGE 49 _ OF THE TARRANT COUNTY —COMMISSIONERS COURT RECORDS N� N88'57'49"E 710.94' I „ 6 S88'57 49 W 673.52 L VARIABLE WIDTH WATER LINE EASEMENT M.E p�SUI? A B S T. N NOTES.- 1) Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterra Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. All coordinates shown are surface. 2) Integral parts of this survey: G. Legal Description b. Sketch 3) • is 3/8" iron rod set with cap stamped iNP INC ESMT" unless otherwise noted. PETE & JO BONDS FAMILY PARTNERSHIP, LTD (TRACT Ill) INST. #D213039813 D. R. T. C. T. C 0 . 1 1 0 I LINE # L4 L5 DATE: APRIL 24, 2025 L6 L8 SURVEYED ON THE GROUND L9 PRIL 22, 2025 T.•\Proiects\FTW23548\Sur-C3D\cad\survev\Easements\Water Line Esmt - Pete & Jo Bonds 1.661 Ac.dwa LINE TABLE DIRECTION LENGTH S 8857'49" W 175.10' N 46'02' 11 " W 30.36' N 01'02' 11 " W 6.13' S 01' 02' 11 " E 27.59' N 88'57'49" E 142.94' 72,372 SF 1.661 ACRES 1 20' EASEMENT 7R1-COUNTY ELECTRIC COOPERATNE, INC INST. #0220297075 I D.R.T.C.T. ' ��- ILA E- Q / f / L9 1 _2 L4 1 No v SCALE 1 "=60' EXHIBIT "B" WATER LINE EASEMENT Situated in the M.E.P.&P. R.R. CO. Survey, Abstract No. 1110 & the M.E.P.&P. R.R. CO. Survey, Abstract No. 1138 (Section 19), Fort Worth, Tarrant County, Texas. 14 r teague nail & perkins 5237 N. Riverside Drive, Suite 100 tn Port Worth, Texas 76137 - �g 817.336.5773 ph 817.332.7756 fx t p tnpinc.com / TBPLS Registration No. 100116-00 SHEET 6 OF 7 J APPROX. LOCATION PEDEN ROAD TRI-COUNTY ELEC. COOP EASEMENT-- - 50' RIGHT-OF-WAY EASEMENT VOL. 12209, PG. 1958 AS RECORDED IN BOOK 2, PAGE 49 _ --D.R.T.C.T I OF THE TARRANT COUNTY COMMISSIONER'S COURT RECORDS i �MAG NAIL �4 N89'19'49"E 312.07' I N88'57'49"E 710.94' L--IL E►t 1 S89' 19'49"W 312.17' S88'57'49"W 673.52' I ( � VARIABLE WIDTH I APPROXIMATE LOCATION WATER LINE EASEMENT 72,372 SF 22' PIPELINE R-O-W EASEMENT EAGLE MOUNTAIN PIPELINE COMPANY L.P. 1.661 ACRES (FIRST EASEMENT) VOL. 16265, PG. 424 D.R.T.C.T PETE & JO BONDS FAMILY PARTNERSHIP, LTD (TRACT l!I) INST. ID21JOJ981J VD.R.T.C.T. C 0 . SCALE 1 "=60' R R M.E.P SURN0.Y 113 ABS C,TION 19) (S E NOTES. 1) Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) EXHIBIT "Bit as derived locally from Allterra Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An WATER LINE EASEMENT average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. All coordinates shown are surface. 2) Integral parts of this survey: Situated in the M.E.P.&P. R.R. CO. Survey, Abstract No. 1110 & a. Legal Description the M.E.P.&P. R.R. CO. Survey, Abstract No. 1138 (Section 19), b. Sketch Fort Worth, Tarrant County, Texas. 3) • is 3/8" iron rod set with cap stamped "TNP INC ESMT" unless otherwise noted. LINE TABLE I teague nall & perkins 1 LINE # DIRECTION LENGTH 1 t np 5237 N. Riverside Drive, suite 100 DATE: APRIL 24, 2025 L7 I N 00'37'05" W 125.00' Fort worth, Texas 76137 SURVEYED ON THE GROUNDI IN 817.336.5773 Ph 817.332.7756 fx `APRIL 22, 2025 y>' , / TBPLS Registration No. 100116-00 SHEET 7 OF 7 T.,\Proiects\FTW23548\Sur-C3D\cod\survev\Easements\Water line Esmt - Pete 6t do Bonds 1.661 Ac.dwa P4BP7A S 01'02' 11" E, a distance of 6.13 feet to a 3/8 inch iron rod set; S 46'02' 11" E, a distance of 30.36 feet to a 3/8 inch iron rod set; N 88°57'49" E, a distance of 175.10 feet to a 3/8 inch iron rod set; N 43°57'49" E, a distance of 30.36 feet to a 3/8 inch iron rod set; N 01'02' 11" W, a distance of 6.13 feet to a 3/8 inch iron rod set; N 88°57'49" E, a distance of 1,626.76 feet to the POINT OF BEGINNING and containing 58,003 square feet or 1.332 acres of land. aF ` reRF F.�. THERON W.SIMS � ate: April 24, 2025 ...,,5887 ......................�.. Theron W. Sims, R.P.L. ° ess� r' Texas Registration No. 5887 o �-�;�� ° .� � '� SURVE' Surveyed on the ground April 22, 2025 1. Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterra Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. 2. Integral parts of this survey: a. Legal Description b. Sketch Sheet 2 of 7 FTW23548 i I PEDEN ROAD 50' RIGHT—OF—WAY EASEMENT AS RECORDED IN BOOK 2, PAGE 49 _ OF THE TARRANT COUNTY COMMISSIONERS COURT RECORDS ' N88'57'4499"EE 11,626�.76' S88'57 49 W 1612.13' N N d t7 t� BROOKES BAKER BEARS S01'43'31 "E, 0.28 �7Z �.I J POB I PEDEN ROAD 50' RIGHT—OF—WAY EASEMENT AS RECORDED IN BOOK 2, PAGE 49 _ OF THE TARRANT COUNTY COMMISSIONERS COURT RECORDS ' N88'57'4499"EE 11,626�.76' S88'57 49 W 1612.13' N N d t7 t� BROOKES BAKER BEARS S01'43'31 "E, 0.28 �7Z �.I J POB I APPROXIMATE LOCATION RECEIVING SITE & INGRESS & EGRESS EASEMENT / ANADARKO GATHERING COMPANY VOL. 11791, PG. 1408 Remainder 20' TEMPORARY JOHN MIUARD BONDS 0.R.T.C.T. CONSTRUCTION EASEMENT (PARCEL E) 58,003 SF VOL. 8945, PG. 1547 1.332 ACRES D.R.T.C.T. 1� PETS & JO BONDS FAMILY PARTNERSHIP, LTD (TRACT Ip) INST. 102130398IJ 0.R.T.C.T C 0 R •R ' 'p •SLT R v E Y1 1 1 NOTES: M .E rI, N 0 1) Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of A B s "=60' 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterra Central's SCALE 1 Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. All coordinates shown are surface. 2) Integral parts of this survey: o. Legal Description b. Sketch EXHIBIT "B" 3) A is 3/8" iron rod set with cap stamped "TNP INC ESMT" unless otherwise noted. TEMPORARY CONSTRUCTION EASEMENT ��••0F•" 4—Situated in the M.E.P.&P. R.R. CO. Survey, Abstract No. 1110 & the M.E.P.&P. R.R. CO. Survey, Abstract No. 1138 (Section 19), ' THERON W. SIMS, R. L.S. .•••THERON•w.•SIMS••" Fort Worth, Tarrant County, Texas. TEXAS REGISTRATION -. 5887 •"w ..................... I :•q JUNE # LINE TABLE DIRECTION ! /Al LENGTH I teague nail & perkins 5887 �; •••�0 DATE' APRIL 24, 2025 �q \o?1°•� I L1 S 00'23�51 " E 20.00' S237 N. Riverside Drive, Suite too FFortWorth, Texas 76137 ( tnpv f S S OL13 S 00'23'S1 " E 59.27' SURVEYED ON THE GROUND SUR`i 817.336.5773 ph 817.332.7756 fx TBPLS Registration APRIL 22, 2025 tnpine.cam / No. 100116-00 \ SHEET 3 OF 7 J T.•\Proiects\f7W23548\Sur—CJD\cod\survey\Easements\Tema Const Esmt — Pete & Jo Bonds I-JJ2 Ac.dwa J F r�4�& CRAWFORD APPROXIMATE LOCAT70N PIPELINE RIGHT—OF—WAY AGREEMENT CROSSTEX NORTH TEXAS GATHERING, L.P. INST. fD208425801 10 D.R.T.C.T. ' ' COMMISSIONER'S COURT RECORDS 10, — w' 1 N88'57'49"E 1626.76' �� APPROXIMATE LOCATION S88'5749'W 1612.13 I 20' PIPELINE RIGHT—OF—WAY AGREEMENT CROSSTEX NORTH TEXAS GATHERING, L.P. INST. #D208425802 I / D.R.T.C. I. PEDEN ROAD 50' RIGHT—OF—WAY EASEMENT AS RECORDED IN BOOK 2, PAGE 49 _ OF THE TARRANT COUNTY PET]•= & JO BONDS FAMILY PARTNERSHIP, LTD (TRACT Ill) INST fD213039813 D. R. T. C. T. 20' TEMPORARY —CONSTRUCTION EASEMENT 58,003 SF 1.332 ACRES M •E 'P S A B S T R ,R U R E Y N p . NOTES: 1) Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterra Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. All coordinates shown are surface. 2) Integral parts of this survey: o. Le Description b. Sketch 3) ! is 3/8" iron rod set with cap stamped "TNP INC ESMT" unless otherwise noted. DATE: APRIL 24, 2025 SURVEYED ON THE GROUND `PRIL 22, 2025 C p . 1 1 1 0 T.•\Proiects\FTW23548\Sur—C30\cad\survev\Easements\Tema Const Esmt — Pete & do Rends 1 .3.32 Ap dWn 0 l' APPROXIMATE LOCATION 30' PIPELINE EASEMENT CROSSTEX NORTH TEXAS GATHERING, L.P. \ INST. 4D208425803 / D.R.T.C.T. \ / APPROXIMATE LOC4T70N \ / 50' RIGHT—OF—WAY & EASEMENT LONE STAR GAS COMPANY VOL. 3062, PG. 414 D.R.TGT I \ SCALE 1"=60' I EXHIBIT "B11 TEMPORARY CONSTRUCTION EASEMENT Situated in the M.E.P.&P. R.R. CO. Survey, Abstract No. 1110 & the M.E.P.&P. R.R. CO. Survey, Abstract No. 1138 (Section 19), Fort Worth, Tarrant County, Texas. teague nail & perkins 5237 N. Riverside Drive, Suite 100 Fort Worth, Texas 76137 817.336.5773 ph 817.332.7756 fx p w.tnpinacom I TBPLS Registration No. 100116-00 1 SHEET 4 OF 7 i 20' EASEMENT TRI—COUNTY —ELECTRIC COOPERATIVE INC. 1 /2" IRE — ' INST. ID220297075 D.R.T.C.T. �_1/2" CIRF ' ILLEGIBLE W' — �r PEDEN ROAD 50' RIGHT—OF—WAY EASEMENT AS RECORDED IN BOOK 2, PAGE 49 OF THE TARRANT COUNTY COMMISSIONER'S COURT RECORDS' N (w vI N88 57 49 E 1626.76 ' L1 \ 388'17'49"W 1612.13' r L3 \ \ PETE & JO BONDS FAMILY PARTNERSHIP, LTD (TRACT Ill) \ \ INST JD21303981J D.R.T.C.T.C.T. \ \ APPROXIMATE LOCATION 16' PIPELINE EASEMENT GULF PIPELINE, C VOL. 607, PG. 392 D.R. T.C.T. NOTES: 1) Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterro Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. All coordinates shown are surface. 2) Integral parts of this survey: a. Legal Description b. Sketch 3) • is 3/8" iron rod set with cap stamped "TNP INC ESMT" unless otherwise noted. 20' TEMPORARY CONSTRUCTION EASEMENT 58,003 SF 1.332 ACRES I LINE # I L2 I L3 I L10 I L11 DATE: APRIL 24, 2025 L12 SURVEYED ON THE GROUND \ PRIL 22, 2025 T:\Projects\FrW23548\Sur—C3D\cad\survey\Easements\Tema Const Esmt — Pete & do Bonds 1.332 Ae.dwo SCALE 1"=60' • R R eo M .E •p S U R V E Y1 1 1 0 A B S T . N p . EXHIBIT t1B" TEMPORARY CONSTRUCTION EASEMENT LINE TABLE Situated in the M.E.P.&P. R.R. CO. Survey, Abstract No. 1110 & DIRECTION LENGTH the M.E.P.&P. R.R. CO. Survey, Abstract No. 1138 (Section 19), S 43'57'49p W 39.02'r Fort Worth, Tarrant County, Texas. /� S 8857'49 W 191.67 y N 88'5749" E 175.10' teague nail & perkins N 4357'49" E 30.36' 5237 N. Riverside Drive, Suite 100 N 01'02' 11 " W 6.13' Fort Worth, Texas 76137 tnp kG: •, 817.336.5773 ph 817.332.7756 fx / TBPLS Registration No. 100116-00 SHEET 5 OF 7 i I PEDEN ROAD 20' EASEMENT TRI—COUNTY 50' RIGHT—OF—WAY EASEMENT ELECTRIC COOPERATIVE, INC. — ' I AS RECORDED IN BOOK Z, PAGE 49 INST. 1ID220297075 1/2" CIRF OF THE TARRANT" COUNTY D.R.T.C.T — AREA SURVEYING COMMISSIONER'S COURT RECORDS ' i1 MAG NAIL IN8657'49"E 673.52' --1 S88' 57 49 W 659.17 L3 _z 20' TEMPORARY J CONSTRUCTION EASEMENT (D r+1 58,003 A3 SF PETE & JO BONDS FAMILY PARTNERSHIP, LTD 1.33ACRES ORtACT 111) N INST. ID213OJ9813 X D.R. T. C. T. lO o: a a a C p � i I? M .E •p •5 U I? IT E Y1 1 1 0 N . A B S T p SCALE 1"=60' NOTES 1) Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterra Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. All coordinates shown are surface. 2) Integral parts of this survey: a. Legal Description b. Sketch 3) • is 3/8" iron rod set with cap stamped "TNP INC ESMT" unless otherwise noted. _2 LINE TABLE LINE # DIRECTION LENGTH L3 S 8857`49" W 191.67' L4 N 46'02' 11 " W 39.02' L8 S 01*02'11" E 6.13' L9 S 46'02' 11 " E 30.36' 1 L10 N 88'57'49" E 175.10' 1 DATE: APRIL 24, 2025 SURVEYED ON THE GROUND \APRIL 22, 2025 T.•\Proiects\17W23548\Sur—C3D\cad\survev\Easements\Temp Const Esmt — Pete & do Bonds 1.332 Ac.dwa EXHIBIT 'B11 TEMPORARY CONSTRUCTION EASEMENT Situated in the M.E.P.&P. R.R. CO. Survey, Abstract No. 1110 & the M.E.P.&P. R.R. CO. Survey, Abstract No. 1138 (Section 19), Fort Worth, Tarrant County, Texas. teague nail & perkins 5237 N. Riverside Drive, Suite 100 Fort Worth, Texas 76137 817.336.5773 ph 817.332.7756 fx ittnp .tnpinc.com I TBPLS Registration No. 100116-00 SHEET 6 OF 7 APPROX. LOCATION PEDEN ROAD 77?50' RIGHT—OF—WAY EASEMENTl—COUNTY ELEC. COOP EASEMENT—� VOL 12AS RECORDED IN BOOK 2, PAGE 49 D.R.TC.T, _ OF THE TARRANT COUNTY R.T 195E I COMMISSIONER'S RECORDS - 1 MAG NAIL L6 ~ J J N89'19'49"E 312.17' N88'57'49"E 673.52' S89'19 49 W 332.25' S8857'49 W 659.17' APPROXIMATE LOCATION 22' PIPELINE R—O—W EASEMENT 20' TEMPORARY EAGLE MOUNTAIN PIPELINE COMPANY L.P. CONSTRUCTION EASEMENT (FIRST EASEMENT) VOL. 1 58,003 SF D.R.T.C.T. 424 1.332 ACRES PETE & ✓O BONDS FAMILY PARTNERSHIP, LTD (TRACT 111) INST. ID21JOJ981J ID.R.T.C.T. C 0 . R R ' M .E ,P S U R V E Y1 1 3 8 � � 1 A13STCTION 9) SCALE 1"=60' S E NOTES. EXHIBIT "B" Coordinate Sy to lines show( hereon refer to Grid North ofthe0.00) TEMPORARY CONSTRUCTION Coordinate System of 1983 North Central Zone; NAD83 2011 2010.00 as derived locally from Allterra Central's Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods. An EASEMENT average Combination Factor of 1.00012 was used to scale grid coordinates and distances to surface. All coordinates shown are surface. 2) Integral parts of this survey: I LINE TABLE Situated in the M.E.P.&P. R.R. CO. Survey, Abstract No. 1110 & a. Legal Description the M.E.P.&P. R.R. CO. Survey, Abstract No. 1138 (Section 19), b. Sketch LINE # DIRECTION LENGTH Fort Worth, Tarrant County, Texas. 3) • is 3/8" iron rod set with cap stamped "TNP INC ESMT" unless L5 N 00'37'05" W 45.00' otherwise noted. L6 N 89'19'49" E 20.00' teague nail & perkins L7 S 00'37'05" E 25.00' tn 5237 N. Riverside Drive, Suite 100 DATE: APRIL 24, 2025 Fort Worth, Texas 76137 817.336.5773 h 817.332.7756 fx APRIL 22, 2025 SURVEYED ON THE GROUND ' p w.tnpinc.corn IFTBPLS Registration No. 100116-00 SHEET 7 OF 7 T.\Proiects\FTW23548\Sur-00\cad\survey\Easements\Tema Const Esmt — Pete & Jo Bonds 1.332 Ae.dwa EXHIBITS FOR STEVEN & GWYNETH TIDWELL PARCELS 7A PWFE, 7B TCE, 7C TCE, 7D TCE P7A EXHIBIT A(cont.) Permanent Water Facility Easement 17,814 Square Feet or 0.409 Acres MEP & PRR Co Survey, Section 20, Abst. No. 1787 City of Fort Worth, Tarrant County, Texas THENCE North 12°54'30" West, with the common line between the said Tidwell tract and the said east right-of-way line of the said Union Pacific Railroad, a distance of 25.00 feet to a point from which a found 5/8-inch capped iron rod marked "DUNAWAY ASSOC" for the northwest corner of the said Tidwell tract, same being the southwest corner of the aforementioned Consolidated Pipe tract bears North 12°54'30" West, a distance of 75.73 feet; THENCE departing the said common line and over and across the said Tidwell tract the following courses and distances: North 77*03'30" East, a distance of 11.32 feet to a point; North 89*12'14" East, a distance of 215.49 feet to a point; South 45*47'46" East, a distance of 130.26 feet to a point; North 89*12'14" East, a distance of 218.14 feet to a point; South 68*23'00" East, a distance of 75.98 feet to a point; North 89°18'11" East, a distance of 25.14 feet to a point; North 00°15'39" West, a distance of 12.58 feet to a point; South 89`44'21" West, a distance of 7.49 feet to a point; North 00°19'47" West, a distance of 10.00 feet to a point; North 89°44'21" East, a distance of 7.51 feet to a point; North 00°15'39" West, a distance of 12.46 feet to a point; North 89°44'21" East, a distance of 15.00 feet to the POINT OF BEGINNING and containing 17,824 square feet or 0.409 acres of land more or less. mm B BAIRD, HAMPTON & BROWN engineering and surveying SURVEYOR'S CERTIFICATION I, Robert A. Lee, a Registered Professional Land Surveyor licensed in the State of Texas, do hereby declare that this survey is true and correct and was prepared from an actual survey made under my supervision on the ground. Further, this survey conforms to the general rules of procedures and practices of the most current Texas Engineering and Land Surveying Practice Acts and Rules Concerning Practice and Licensure. Av��' Z,, Robert A. Lee 3801 William D. Tate Ave, Ste 500 Grapevine, TX 76051 State of Texas Registered Professional Land Surveyor rlee@bhbinc.com • 817.251.8550 • bhbinc.com RPLS No. 6895 TBPE Firm #44 • TBPLS FIRM #10011302 Date: March 14, 2025 0 F.FRT,, Robert A. Lee ..................... \ "0 6895 SHEET 2 OF 2 Drawing: E:\Survey24\400\007 Northside IV Water Transmission Main\Dwg\WATER EASEMENT—TIDWELL.dwg I FC;FND EXHIBIT B CIRF............ 5/8" Capped Iron Rod Marked "DUNAWAY ASSOC" Found DRDCT.......... Deed Records, Tarrant County, Texas IRF...............Iron Rod Found POB.............Point of Beginning PRDCT......... Plat Records, Tarrant County, Texas DETAIL A SCALE 1"=30' L L13 14 L12 L10 J J ., �JO' SCALE: 1" = 100' CIRF LOT 3, BLK 1 Permanent Water Facility Easement 11NSLEY LANE ADDITION 17,814 Square Feet or 0.409 Acres DOC. NO. D213018453 MEP & PRR Co Survey, PRTCT 1/2" IRF Section 20, Abst. No. 1787 City of Fort Worth, Tarrant County, Texas �. o � M M. E p CONSOLIDATED PIPE & SUPPLY ''' �n & P. Co SURVEY COMPANY, INC. � o ABST ACTTON eo DOC. NO. D223223950 0 No. 17B7 DRTCT z VL6 N89°12'14"E 15 STEVEN M. TIDWELL AND WIFE GWYNETH TIDWELL 215.49' DOC. NO. D195013151 sQ�. DRTCT S89°12'14"W 202.47' -L4 IS mm B BAIRD, HAMPTON & BROWN engineering and surveying 3801 William D. Tate Ave, Ste 500 Grapevine, TX 76051 rlee@bhbinc.com • 817.251.8550 • bhbinc.com TBPE Firm #44 • TBPLS FIRM #10011302 o F �6', N89°12'14"E NOTES S89°12'14"W Basis of bearing being U.S. State Plane Grid - Texas North Central Zone (4202) NAD83 as established using the AIITerra RTKNet Cooperative Network. Reference frame is NAD83(2011) Epoch 2010.0000. Distances shown are U.S. Survey feet displayed in surface values. POCM000" LU 1/2" IRF Co M rn ri � Ln a e N SEE DETAIL A P O B 218.14' L8 Q �) < �=Q 223.54' J r o PERMANENT WATER 3 L2 Z�'. FACILITY EASEMENT 17814 Sa.Ft. 0.409 Ac SURVEYOR'S CERTIFICATION I, Robert A. Lee, a Registered Professional Land Surveyor licensed in the State of Texas, do hereby declare that this survey is true and correct and was prepared from an actual survey made under my supervision on the ground. Further, this survey conforms to the general rules of procedr and practices of the most current Texas Engineering and Land Surve Practice Acts and Rules Concerning Practice and Licensure. TFfy io. sLeeRobert A. Lee �P"State of Texas Registered Professional Land Surveyor •.RPLS No. 6895 F0 Date: March 14, 2025 SHEET 1 OF 2 Drawing: E:\Survey24\400\007 Northside IV Water Transmission Main\Dwg\WATER EASEMENT—TIDWELL.dwg EXHIBIT B (cont.) Permanent Water Facility Easement 17,814 Square Feet or 0.409 Acres MEP & PRR Co Survey, Section 20, Abst. No. 1787 City of Fort Worth, Tarrant County, Texas Line Table Line # Direction Length L1 S00°15'39"E 59.93 L2 S89°18'11"W 44.88 L3 N68°23'00"W 75.95 L4 S77`03'30"W 8.68 L5 N12°54'30"W 25.00 L6 N77°03'30"E 11.32 L7 S68°23'00"E 75.98 L8 N89°18'11"E 25.14 L9 N00'15'39"W 12.58 L10 S89°44'21"W 7.49 L11 N00°19'47"W 10.00 L12 N89°44'21"E 7.51 L13 N00°15'39"W 12.46 L14 N89'44'21"E 15.00 L15 N12°54'30"W 75.73 E3mmB BAIRD, HAMPTON & BROWN engineering and surveying 3801 William D. Tate Ave, Ste 500 Grapevine, TX 76051 rlee@bhbinc.com • 817.251.8550 • bhbinc.com TBPE Firm #44 • TBPLS FIRM #10011302 SHEET 2 OF 2 Drawing: E:\Survey24\400\007 Northside IV Water Transmission Main\Dwg\WATER EASEMENT—TIDWELL.dwg P7B I C/^_CPin CIRF............ 5/8" Capped Iron Rod Marked "DUNAWAY ASSOC" Found DRTCT ........ Deed Records, Tarrant County, Texas IRF..............Iron Rod Found POB............ Point of Beginning POC............ Point of Commencing PRTCT......... Plat Records, Tarrant County, Texas EXHIBIT B Temporary Construction Easement 4,579 Square Feet or 0.105 Acres MEP & PRR Co Survey, Section 20, Abst. No. 1787 City of Fort Worth, Tarrant County, Texas TCE............. Temporary Construction Easement MEP. & PR N W IJO' i—MMMMM SCALE: 1" = 100' R CO SURVEY ABSTRACTON 20 No. 1787 CIRF TCE 4579 Sa.Ft. ��PO�B L4 0.105 Ac N89°12'14"E 217.62' L3 U S89°12'14"W 215.49' ---------------------� 0 L2 vQ Qo J 211 NOTES Basis of bearing being U.S. State Plane Grid - Texas North Central Zone (4202) NAD83 as established using the AIITerra RTKNet Cooperative Network. Reference frame is NAD83(2011) Epoch 2010.0000. Distances shown are U.S. Survey feet displayed in surface values. IS mm B BAIRD, HAMPTON & BROWN engineering and surveying 3801 William D. Tate Ave, Ste 500 Grapevine, TX 76051 rlee@bhbinc.com • 817.251.8550 • bhbinc.com TBPE Firm #44 • TBPLS FIRM #10011302 LOT 3, BLK 1 TINSLEY LANE ADDITION DOC. NO. D213018453 PRTCT 1/2" IRF� CONSOLIDATED PIPE & SUPPLY COMPANY, INC. DOC. NO. D223223950 DRTCT 424.94' S83°0118 W STEVEN M. TIDWELL AND WIFE GWYNETH TIDWELL DOC. NO. D195013151 DRTCT ____ELRMANE�TSEMENT_ FA92LK—_-- (BY SEPARATE INSTRUMENT) TEMPORARY CONSTRUCTION EASEMENT (BY SEPARATE INSTRUMENT) — 0 rn Ln cr» 0o in POC 1/2" IRF _ rZ TEMPORARY CONSTRUCTION EASEMENT (BY SEPARATE INSTRUMENT) -. r SURVEYOR'S CERTIFICATION " I, Robert A. Lee, a Registered Professional Land Surveyor licensed in the N State of Texas, do hereby declare that this survey is true and correct and aai was prepared from an actual survey made under my supervision on the A Sw 15 ground. Further, this survey conforms to the general rules of procedures =0 and practices of the most current Texas Engineering and Land Surveying N Practice Acts and Rules Concerning Practice and Licensure. �P�� oT ,TF+� WHE C F quo S Robert A. Lee Robert A. Lee °p 6895 Pam' State of Texas Registered Professional Land Surveyor �FFss���. g'�q '•. •OQ' RPLS No. 6895 SURVEy Date: March 18, 2025 r Line Table Line # Direction Length L1 S00°47'46"E 20.00 L2 S77°03'30"W 11.32 L3 N12°54'30"W 20.00 L4 N77°03'30"E 13.44 L5 N12°54'30"W 55.73 Drawing: E:\Survey24\400\007 Northside IV Water Transmission Main\Dwg\TEMP EASEMENT—TIDWELL 3.dwg P7C I PrIPNn CIRF............ 5/8" Capped Iron Rod Marked "HANCOCK SURV" Found DRTCT .......... Deed Records, Tarrant County, Texas IRF...............Iron Rod Found POB.............Point of Beginning POC.............Point of Commencing PRTCT......... Plat Records, Tarrant County, Texas TCE.............Temporary Construction Easement ni SCALE: 1" = 100' v _ 0 vQ Qo Ct Z OQ M NOTES Basis of bearing being U.S. State Plane Grid - Texas North Central Zone (4202) NAD83 as established using the AIITerra RTKNet Cooperative Network. Reference frame is NAD83(2011) Epoch 2010.0000. Distances shown are U.S. Survey feet displayed in surface values. IS mm B BAIRD, HAMPTON & BROWN engineering and surveying 3801 William D. Tate Ave, Ste 500 Grapevine, TX 76051 rlee@bhbinc.com • 817.251.8550 • bhbinc.com TBPE Firm #44 • TBPLS FIRM #10011302 EXHIBIT B Temporary Construction Easement 5,823 Square Feet or 0.134 Acres MEP & PRR Co Survey, Section 20, Abst. No. 1787 City of Fort Worth, Tarrant County, Texas MEP & PRR Co SURVEY ABSTRACT �� No. 1787 TEMPORARY CONSTRUCTION EASEMENT (BY SEPARATE INSTRUMENT) STEVEN M. TIDWELL AND WIFE GWYNETH TIDWELL DOC. NO. D195013151 DRTCT LOT 3, BLK 1 TINSLEY LANE ADDITION DOC. NO. D213018453 PRTCT 1/2" IRF CONSOLIDATED PIPE & SUPPLY COMPANY, INC. DOC. NO. D223223950 DRTCT ------------ L2 S? TCE `rS, 5823 Sa.Ft. 0.134 Ac PERMANENT WATER FACILITY EASEMENT — (BY SEPARATE INSTRUMENT) POB L3 S89D12'14"W 150.80' o � M � oo `Q 0 POC �z 1/2" IRF C:N --------- r-• J I \ TEMPORARY CONSTRUCTION EASEMENT (BY SEPARATE INSTRUMENT) — SURVEYOR'S CERTIFICATION I, Robert A. Lee, a Registered Professional Land Surveyor licensed in the State of Texas, do hereby declare that this survey is true and correct and was prepared from an actual survey made under my supervision on the ground. Further, this survey conforms to the general rules of procedures and practices of the most current Texas Engineering and Land Surveying OF TF Practice Acts and Rules Concerning Practice and Licensure. ,\sTFR � 9S i Robert A. Lee Robert A. Lee ° 6895 State of Texas Registered Professional Land Surveyor ?'OF OAP, RPLS No. 6895 ly EP. \•tp Date: March 14, 2025 N� SURv CIRF n 3§0z ZcZ m r 707 W .� =- 402E � r Line Table Line # Direction Length L1 S00`15'39"E 20.00 L2 N 89°12'14"E 28.28 L3 N89°12'14"E 142.70 Drawing: E:\Survey24\400\007 Northside IV Water Transmission Main\Dwg\TEMP EASEMENT—TIDWELL 2.dwg P7DP* I FC;FND CIRF............ 5/8" Capped Iron Rod Marked "HANCOCK SURV" Found DRTCT .......... Deed Records, Tarrant County, Texas IRF...............Iron Rod Found POB.............Point of Beginning POC.............Point of Commencing PRTCT......... Plat Records, Tarrant County, Texas �1 0 S 100' SCALE: 1" = 100' NOTES Basis of bearing being U.S. State Plane Grid - Texas North Central Zone (4202) NAD83 as established using the AIITerra RTKNet Cooperative Network. Reference frame is NAD83(2011) Epoch 2010.0000. Distances shown are U.S. Survey feet displayed in surface values. EXHIBIT B LOT 3, BLK 1 Temporary Construction Easement TINSLEY LANE ADDITION 2,494 Square Feet or 0.057 Acres DOC. NO. D213018453 MEP & PRR Co Survey, PRTCT1/2" IRF— Section 20, Abst. No. 1787 �— City of Fort Worth, Tarrant County, Texas o CY) m MEP. . E p CONSOLIDATED PIPE & SUPPLY "' fo �` PRR CO SURVEY COMPANY, INC. tD o ABSTRA Tov 20 DOC. NO. D223223950 0 No. 1787 DRTCT Z —TEMPORARY CONSTRUCTION EASEMENT (BY SEPARATE INSTRUMENT) STEVEN M. TIDWELL AND WIFE POcMO/ GWYNETH TIDWELL 1/2" IRF DOC. NO. D195013151 DRTCT LLu b) r-I Cn -------------------- - > \\ ---- PERMANENT WATER FACILITY EASEMENT ��� \ r L-1 — —(BY—SEPARATE— INSTRUMENT) ZS _ P O B TEMPORARY CONSTRUCTION EASEMENT_ T4E �3 J (BY SEPARATE INSTRUMENT) 2494 Sa.Ft. L2 W 0.057 Ac 86 rvi fo 'n r4 r-I o� o 0 Ln IS mm B BAIRD, HAMPTON & BROWN engineering and surveying 3801 William D. Tate Ave, Ste 500 Grapevine, TX 76051 rlee@bhbinc.com • 817.251.8550 • bhbinc.com TBPE Firm #44 • TBPLS FIRM #10011302 l CIRF SURVEYOR'S CERTIFICATION I ' Line Table 1, Robert A. Lee, a Registered Professional Land Surveyor licensed '•'5 g � in the State of Texas, do hereby declare that this survey is true and from cc33 & Line # Direction Length correct and was prepared an actual survey made under mym supervision on the ground. Further, this survey conforms to the 0 L1 S00°15'39"E 20.00 general rules of procedures and practices of the most current Texas Engineering and Land Surveying Practice Acts and Rules OF TF • • I ,� rcF L2 S89°18'11"W 48.67 �P , • • , G'..'0; \ST F4 �� Concerning Practice and Licensure. r L3 N68°23'00"W 75.94 Robert A. Lee L4 Noo°49'21"w 20.00 6895 P".' �FFSs� L5 N89°12'12"E 3.97 Robert A. Lee State of Texas Registered Professional Land Surveyor �qNO SURv��OQ L6 S68°23'00"E 75.95 RPLS No. 6895 L7 N89°18'11"E 44.88 Date: March 14 2025 Drawing: E:\Survey24\400\007 Northside IV Water Transmission Main\Dwg\TEMP EASEMENT—TIDWELL i.dwg EXHIBIT FOR JEN TEXAS 31, LLC PARCEL 8 TCE P8 N EXHIBIT B Temporary Construction Easement 3,219 Square Feet or 0.074 Acres MEP & PRR Co Survey, r Section 17, Abst. No. 1131 City of Fort Worth, Tarrant County, Texas V Jw SCALE: 1" = 50' LEGEND DRTCT......... Deed Records, Tarrant County, Texas IRF..............Iron Rod Found POB............ Point of Beginning \ POC............ Point of Commencing \ PRTCT......... Plat Records, Tarrant County, Texas \ TCE.............Temporary Construction Easement \ 04py O� \ TXDOT........ 4" Brass Disc TXDOT Monument Found .y0\ JEN TEXAS 31, LLC DOC. NO. D221357190 DRTCT \09 ass\ rS�o TCE 3219 Sa. Ft. 0.074 Ac \ 10° \ L2 o°ccoMA/Q F \ 1 s3�sF� `F O�TCT POC 5/8" IRF LOT 3, BLOCK A PRAIRIE RIDGE ESTATES CAB. A, SLIDE 6168 PRTCT a B BAIRD, HAMPTON & BROWN engineering and surveying 'SwPOB 0 Line Table Line # Direction Length L1 N52'33'23"W 36.38 L2 S83°44'47"W 34.76 L3 N50°06'52"W 40.42 L4 N39'52'57"E 42.00 L5 S37°07'33"W 20.00 NOTES Basis of bearing being U.S. State Plane Grid - Texas North Central Zone (4202) NAD83 as established using the AIITerra RTKNet Cooperative Network. Reference frame is NAD83(2011) Epoch 2010.0000. Distances shown are U.S. Survey feet displayed in surface values. SURVEYOR'S CERTIFICATION I, Robert A. Lee, a Registered Professional Land Surveyor licensed in the State of Texas, do hereby declare that this survey is true and correct and was prepared from an actual survey made under my supervision on the ground. Further, this survey conforms to the general rules of procedures and practices of the most current Texas Engineering and Land Surveying Practice Acts and Rules Concerning Practice and Licensure. /44-y"-"o '&" Robert A. Lee State of Texas Registered Professional Land Surveyor 3801 William D. Tate Ave, Ste 500 Grapevine, TX 76051 RPLS No. 6895 rlee@bhbinc.com • 817.251.8550 • bhbinc.com Date: March 18, 2025 TBPE Firm #44 • TBPLS FIRM #10011302 G gF.F TF+� 1T9 Robert A. Lee ..................... yO 6895 \ No SURv�yo�� Drawing: E:\Survey24\400\007 Northside IV Water Transmission Main\Dwg\TEMP EASEMENT — JEN Texas.dwg City of Fort Worth, Texas Mayor and Council Communication DATE: 12/09/25 M&C FILE NUMBER: M&C 25-1101 LOG NAME: 21CONDEMN1 105114 NORTHSIDE IV 24-INCH WATER TRANSMISSION MA SUBJECT (Near CD 7) Adopt Resolution Authorizing Condemnation by Eminent Domain to Acquire 49,941 Square Feet and 22,817 Square Feet of Permanent Water Main Easement Rights and 34,836 Square Feet, 3,145 Square Feet, and 10,915 Square Feet of Temporary Construction Easements Rights, from Real Property Owned by John M. Bonds, Located at 2701 Peden Road and 2600 W. Bonds Ranch Road, Tarrant County, Texas; 145,168 Square Feet and 72,372 Square Feet of Permanent Water Main Easements Rights and 58,054 Square Feet and 58,003 Square Feet of Temporary Construction Easements Rights, From Real Property Owned by Pete and Jo Bonds Family Partnership, LTD, Located at 3401 Peden Road and 2701 Peden Road, Tarrant County, Texas; 17,824 Square Feet of Permanent Water Main Easements Rights and 12,896 Square Feet of Temporary Construction Easements Rights, From Real Property Owned by Steven M. Tidwell and Gwenyth Tidwell, Located at 12259 Business Highway 287 North, City of Fort Worth, Tarrant County, Texas; and 3,219 Square Feet of Temporary Construction Easements Rights, From Real Property Owned by Jen Texas 31, LLC, Located at 12985 NW Highway 287, Tarrant County, Texas, for the Northside IV 24-Inch Water Transmission Main, Phase 1 C Project RECOMMENDATION: It is recommended that the City Council: 1. Declare that negotiations between the City and the property owners have been unsuccessful due to the inability to negotiate agreeable terms to acquire the necessary property interests for the following: 49,941 square feet and 22,817 square feet of permanent water main easement rights and 34,836 square feet, 3,145 square feet, and 10,915 square feet of temporary construction easement rights owned by John M. Bonds, located at 2701 Peden Road and 2600 W. Bonds Ranch Road, Tarrant County, Texas, and being Tract 3, Tract 3B, and 3F out of the MEP & PRR CO Survey, Abstract No.1110 and Tract 2D, out of the George A. Criner Survey, Abstract 296, Tarrant County, Texas; 145,168 square feet and 72,372 square feet of permanent water main easement rights and 58,054 square feet and 58,003 square feet of temporary construction easement rights owned by Pete and Jo Bonds Family Partnership, LTD, located at 3401 Peden Road and 2701 Peden Road, Tarrant County, Texas, and being Tract 1, Tract 361 and Tract 3F1, out of the out of the MEP & PRR CO Survey, Abstract No. 1110, Section 19 and Tract 2D, out of the George A. Criner Survey, Abstract No. 296, Tarrant County, Texas; 17,824 square feet of permanent water main easement rights and 12,896 square feet of temporary construction easement rights owned by Steven M. Tidwell and Gwenyth Tidwell, located at 12259 Business Highway 287 North, and being Tract 1 C out of the WM Durham Survey, Abstract No. 1787, City of Fort Worth, Tarrant County, Texas; 3,219 square feet of temporary construction easement rights owned by Jen Texas 31, LLC, located at 12985 NW Highway 287, Tarrant County, Texas, being 4 and 4A out of the MEP & RR CO Survey, Abstract No. 1131, City of Fort Worth, Tarrant County, Texas, for the Northside IV 24-Inch Water Transmission Main, Phase 1 C project (City Project No. 105114); 2. Adopt the attached resolution authorizing the City of Fort Worth to use its power of eminent domain to acquire the necessary property interests for public use; 3. Authorize the City Attorney to institute condemnation by eminent domain proceedings to acquire the described property interests from the property owners; 4. Authorize payments pursuant to an award of commissioners or negotiated settlements; and 5. Authorize the City Manager or his designee to accept and record the appropriate documents. DISCUSSION: The land rights for the subject properties are required for the Northside IV 24-inch Water Transmission Main, Phase 1 C project, which will enhance system capacity, improve reliability, and support continued growth and water demand in North Fort Worth. An independent appraisal established the fair market value of the property interests and including permanent water main easement rights and temporary construction easement rights for: PARCEL NO. AMOUNT IlParcels 01A, 01 B, 01 C, 03A & 03B $220,832.00 IlParcels 02A, 02B, 04A & 04B $204,920.00 Parcels 7A, 7B, 7C & 7D $127,492.00 Parcel 8 $8,140.00 TOTAL $561,384.00 Despite good -faith efforts, negotiations were unsuccessful due to the parties' inability to reach agreement on acceptable terms for the acquisition by the City. Upon approval, a condemnation action will be brought forward and a Special Commissioners' hearing held to acquire the necessary property interests (shown below). OWNER PROPERTY INTEREST/LEGAL DESCRIPTION/PROPERTY ADDRESS John M. Bonds A permanent water facility easement of approximately 49,941 square feet (Parcels 01A, 01 B, and 22,817 square feet, temporary construction easements of approximately 01 C, 03A, 03B) 34,836 square feet, 3,145 square feet and 10,915 square feet, being a portion of Tract 3, Tract 3B, and Tract 3F, MEP & PRR CO Survey, Abstract No. 1110 and Tract 2D, out of the George A Criner Survey, Abstract No. 296, Tarrant County, Texas, otherwise known as 2701 Peden Road and 2600 W. Bonds Ranch Road„ Tarrant County Texas and further described in Exhibits attached hereto. Pete and Jo Bonds A permanent water facility easement of approximately 145,168 square feet Family Partnership, and 72,372 square feet, a temporary construction easement of approximately LTD 58,054 square feet and 58,003 square feet being a portion of Tract 1, Tract 3131, Tract 3F1, and Tract 3G, out of the MEP & PRR CO Survey, Abstract No. (Parcels 02A, 02B, 1110, Section 19, Tarrant County, Texas, and Tract 2D, George A Criner 04A, 04B) Survey, Abstract 296, Tarrant County, Texas, otherwise known as 3401 Peden Road and 2701 Peden Road, further described in Exhibits attached hereto. Steven M. Tidwell A permanent water facility easement of approximately 17,824 square feet and and Gwyneth Tidwell a temporary construction easement of approximately 12,896 square feet being a portion of Tract 1 C, WM Durham Survey, Abstract No. 1787, City of (Parcels 7A, 7B, 7C, Fort Worth, Tarrant County Texas otherwise known as 12259 Business 7D) Highway 287 North and further described in Exhibits attached hereto. Jen Texas 31, LLC A temporary construction easement of approximately 3,219 square feet being a portion of Tract 4 & 4A, out of the MEP & RR CO Survey #17, Abstract No. 1131, City of Fort Worth, Tarrant County, Texas, otherwise known as 12985 NW Highway 287 and further described in Exhibits attached hereto. To approve this Mayor and Council Communication (M&C), the Council Member making a motion to authorize condemnation by eminent domain should say: "I move that the Fort Worth City Council adopt the resolution authorizing the use of the power of eminent domain to acquire the following 49,941 square feet and 22,817 square feet of permanent water main easement rights and 34,836 square feet, 3,145 square feet, and 10,915 square feet of temporary construction easement rights from real property owned by John M. Bonds, owner of real property located at 2701 Peden Road and 2600 Bonds Ranch Road, situated in the M.E.P. & P.R.R. Co. Survey, Abstract No. 1110, and Tracts 3131, 3F1, 3G, and 2D, George A. Criner Survey, Abstract No. 296; 145,168 square feet and 72,372 square feet of permanent water main easement rights and 58,054 square feet and 58,003 square feet of temporary construction easement rights owned by Pete and Jo Bonds Family Partnership, Ltd., owner of property located at 2701 and 3401 Peden Road, situated in the M.E.P. & P.R.R. Co. Survey, Abstract No. 1110, and the George A. Criner Survey, Abstract No. 296, and being part of Tract 3; 17,824 square feet of permanent water main easement rights and 12,896 square feet of temporary construction easement rights owned by Steven M. Tidwell and Gwenyth Tidwell, owners of property located at 12259 Business Highway 287 North, situated in the W.M. Durham Survey, Abstract No. 1787, and being part of Tract 1 C; and 3,219 square feet of temporary construction easement rights owned by Jen Texas 31, LLC, owner of property located at 12985 NW Highway 287, situated in the M.E.P. & R.R. Co. Survey, Abstract No. 1131, City of Fort Worth, Tarrant County, Texas. The property interest to be acquired is described by metes and bounds and depicted by survey exhibits attached to this Mayor and Council Communication." The Property is necessary for the Northside IV 24-inch Water Transmission Main project, a public project which will enhance system capability, improve reliability, and support continued growth and water demand in North Fort Worth. The first record vote applies to all units of property to be condemned and the minutes shall reflect that the first vote applies to all units. Funding is budgeted in the W&S Rev Bond Series 2024 Fund for the Northside IV 24-inch Water Transmission Main, Phase 1 C project. This property is located Near COUNCIL DISTRICT 7. A Form 1295 is not required because: This M&C does not request approval of a contract with a business entity. FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that funds are available in the current capital budget, as previously appropriated, in the W&S Rev Bonds Series 2024 Fund for the NS IV 24 WTM P1 C project to support the approval of the above recommendations and acquisition of easements. Prior to any expenditure being incurred, the Property Management and Water Departments have the responsibility to validate the availability of funds. Submitted for Citv Manaaer's Office bv: Valerie Washington 6199 Oriainatina Business Unit Head: Marilyn Marvin 7708 Additional Information Contact: Stuart E. Young 8379 Matthew S. Wilbanks 2311 Expedited