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HomeMy WebLinkAbout066029 - Construction-Related - Contract - MC IND P1, LLCCSC No. 66029 MUNICIPAL SERVICES AGREEMENT BETWEEN THE CITY OF FORT WORTH, TEXAS a►1 MD IND P1, LLC AND WALSH RANCHES LIMITED PARTNERSHIP This Municipal Services Agreement ("Agreement") is entered into on 29th day of September , 2026 by and between the City of Fort Worth, Texas, a home -rule municipality of the State of Texas, ("City") and MD IND Pl 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 Agreement CITY SECRETARY 1 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 of24 according to the laws of the State of Texas. The parties 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. 11. 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. Omer -Initiated Annexation Service Agreement 4 of 24 CITY OF FORT WORTH By: Cw Name: Jesica McEachern Assistant City Manager Approved as to Form and Legality: By: Name: Melinda Ramos Deputy City Attorney By: Stephen rJurra Oct 2 2026 1040:36 COT) Name: Stephen Murray Contract Manager fl:Uti B y: ( s=a 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 they day of by Jesica McEachern, Assistant City Manager of the City of Fort Worth, a Texas municipal corporation, on behalf of said corporation. Notary ID #128261860 � '^� �� My Commission Expires Notary Public, State of Te oF� January 20, 2027 Owner -Initiated Annexation Service Agreement 6 of 24 MD IND P1, LLC By: Name: Ryan Dickerson Title: President ��", BEXIE M, NOBLES 4µ �= Notary Public, State of Texas State of ��f�—' § %`�i•,, ,;P Comm. Expires 0807.2027 ''h`� Notary ID 132042804 County of ?C1AS § This instrument was acknowledged before me on the 1 day Ryan Dickerson, President, on behalf of MD IND P1, LLC, By 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 BY: Name: Ryan Dickerson Title: Vice President State of § County of V \C X § , BEXIE M. NOBLES 4i��lotary Public, State of Texas Comm. Expires 06-07-2027 t!� Notary ID 132042804 This instrument was acknowledged before me on the \ day )�_Zy Ryan Dickerson, Vice President, on behalf of WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership. By: Notary Public, State of _T -;) 8 of'24 Owner -initiated Annexation Service Agreement EXHIBIT A -I N , INTERSTATE HIGHWAY 20 N (VARIABLE WIDTH RIGHT-OF-WAY) VOLUME 1152, PAGE 1031, D.R.P.C.T. r � - r - ______________ It I SEE SHEET 4 BENTLEY BRIDGE ROAD I ' (110' WIDTH RIGHT-OF-WAY) - L DOCUMENT NO. D222256547 _ _ _ O.P.R.T.C.T. 0 1000 SHET3 ALEDO CONNECTOR ROAD (60' WIDTH RIGHT-OF-WAY) SCALE FEET DOCUMENT NO. 0222256547 1000' POINT OF O.P.R.T.C.T. �) BEGINNING NADB3 GRID N=6,933,108.93 E=2,264,526.53 A metes and bounds description of even date ALE DO ROAD' accompanies this plat. (VARIABLE WIDTH RIGHT—OF—WAY) O F Tyr The basis of bearings for this survey Is the Texas Central Zone, CERTIFICATE: Pj1 G S r f R °•9 c, State Coordinate System, North SURVEYOR'S based upon GPS measurements. Distances and i hereby certify that this map Is based on an accurate HAL MOLLENKOPF areas hereon are surface values, A combined scale survey of the property made on the ground under my factor of 0.99984462415 was used for this project. 0226 supervisionDUNAWAV. • ®� 9 ••o o r� C al Mo Date Hal Moilenk pf Registered Professional Land Surveyor fSSgo®® &D ••••••.•® �� S U R v 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 State of Texas, No, 5439 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING ARM NO. 1398l) 2001169.039 PAGE 2 of 4 Owner -Initiated Annexation Service Agreement 9 of 24 EXHIBIT A-1 Continued S 0 2 3 MATCH LINE SEE PAGE 4 OF 4 62.46 ACRES 2,720,598 SQUARE FEET W 0 0 8 z POINT OF BEGINNING FOUND 5/8 -INCH IRON ROD NAD83 GRID N650526"W N=8,933,108.93 18.05' �a, E=2,264,526.53 24 RdX 5932 N90'OO'OO 364.00' 7T' 32, $� =852,f1' 646.99' WALSH RANCHES LIMITED PARTNERSHIP VOLUME 1699, PAGE 1765 D.R.P.C.T. VOLUME 12624, PAGE 92 D. R. T.C.T. lsr l& O3�, SCALE FEET APPROXIMATE t•= 300' LOCATION OF ABSTRACT LINE UNION PACIFIC RAILROAD (VARIABLE ►tltp AILROAD 7fi RIGHT-op_WAY) D.R.P.C.T. = Deed Records, Parker County, Texas D.RT.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 0.99984462415 was used for this project. CALLED 119.4 ACRES MD IND P1, LLC DOCUMENT NO. W 0225171388 o I O.P.R.T.C.T. 0 0 0 BENTLEY BRIDGE ROAD (110' WIDTH RIGHT-OF-WAY) DOCUMENT NO. ❑222256547 O.P.R.T.C.T. FOUND 5/8 —INCH IRON ROD 5.1131 YELLOW CAP STAMPED DUNAWAY ASSOC" N54'39'19E 34 88' I I LC' ® n 111 I W �0 I II ®a 7� J j am Q�Q0. ! .>, 0 I FOUND 5/8 —INCH IRON ROD' W1TH YELLOW CAP STAMPED "DUNAWAY ASSOC" ALEDO ROAD (VARIABLE W1DT}f RIGHT-oF_WAY) j SURVEYOR'S CERTIFICATE: I hereby certify that this map Is based on an accurate survey of the property made on the ground under my supervisionDUNAWA c� r,; n�_ Q p 0?J12126 5508odeyAvenue • Suite400!Fort Worth,Texas76107 Hal Mollenko f " Date Tel: 817.335.1121 Registered Professional Land Surveyor TEXAS REGISTERED SURVEYING FIRM NO, 10098100 State of Texas, No. 5439 HAL MOLLENKOPF S. � 5439 P/ct y�oo® ®0;00 SURVE 2001169.039 PAGE 3 of 4 Owner -Initiated Annexation Service Agreement 10 of 24 EXHIBIT A -I Continued C C C C BENTLEY BRIDGE ROAD (110' WIDTH RIGHT-OF-WAY) DOCUMENT NO. 0222256547 N2416'26E O.P.R,T.C,T. I 55,80' R�1j 24'26" Sn. 5�47"t '735.' N9245.51CI"E 62.46 ACRES 2,720,598 SQUARE FEET Ln WALSH RANCHES LIMITED PARTNERSHIP VOLUME 1699, PAGE 1765 D.R.P. C. T. w VOLUME 12624, PAGE 92 in D.R.T.C.T. 0 0 300' SCALE FEET 1"= 300' in 0 LO U) (0 N d50'5803 R=13,947.17' L=235.53'—\ o CH=50' 29' 02"E 235.53' O P 0 APPROXIMATE LOCATION - Z OF ABSTRACT LINE 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 0.99984462415 was used for this project. 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 Public Records, Tarrant County, Texas p � N J0O = U 0 Z of D- (Zm )- QH0�N� cc'O ` O c S O_ W U J d 0 )UND 5/8 -INCH ON ROD \HIH LLOW CAP STAMPED WNAWAY ASSOC" DEED LINE 110.02' NAp RACTNo 9 CALLED 119.4 ACRES n I MD IND P1, LLC cv DOCUMENT NO. D225171388 O.P.R,T.C.T. SURVEYOR'S CERTIFICATE: I hereby certify that this map is based on an accurate survey of the property made on the ground under my •DUNAWAY supervision. 02/12126 s50 Barley Avenue • Sulle 400 • Fort Worth, Texos 7610Mollenka Date Tel: 817.335.1121 Registered Professional Land Surveyor TEXAS REGISTERED SURVEYING FIRM NO. 10098100 State of Texas, No. 5439 OF F �P"°G\STER°• 9 HAL MOLLENKOPF 5439/ SURD 2001169.039 PAGE 4 of 4 Owner -Initiated Annexation Service Agreement II o124 EXHIBIT A-2 Metes & Bounds a C, 0 C 3 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 ParkerCounty, 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 (O.P.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 line 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. D225171388, 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 said Bentley Bridge Road; THENCE South 00 degrees 58 minutes 03 seconds East, along the 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 00 seconds East, continuing along the west right-of-way line 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 bounds description. SDUNAWAV 550 Batley Avenue • Suite 400 • Fort Worth, Texas 76107 Tel:817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098100 SURVEYOR'S CERTIFICATE: I hereby certify that this map is based on an accurate survey of the property made on the ground under my su ervision 02112/26 Hal Mollenk pf Date Registered Professional Land Surveyor State of Texas, No. 5439 HAL MOLLENKOPF 9yo° 5439 SUR\4,d 2001169.039 PAGE 1 of 4 Owner -Initiated Annexation Service Agreement 12 of 24 SEE SHEET 4 POINT OF BEGINNING FOUND 5/6 —INCH IRON ROD NAD83 GRID N=6,937,133.27 — E=2,266,857.10 SEE SHEET 5 ALEDO CONNECTOR ROAD (6O' WIDTH RIGHT—OF—WAY) DOCUMENT NO. D222256547 O.P.R.T.C.T. EXHIBIT A-3 N INTERSTATE HIGHWAY 20 (VARIABLE WIDTH RIGHT-OF-WAY) VOLUME 1152, PAGE 1031, D.R.P.C.T. SEE ` r SHEET 9 SEE SHEET 8 BENTLEY BRIDGE ROAD\ (DOCUMENT NO. D222256547 O. P. R.T. C.T. 0 1000' SCALE FEET 1'= loon' SEE SHEET 7 — 1' SEE I I SHEET 6 A metes and bounds description of even date ALE DO ROAD accompanies this plat. (VARIABLE WIDTH RIGHT—OF—WAY) The basis of bearings for this survey is the Texas State Coordinate System, North Central Zone, SURVEYOR'S CERTIFICATE: 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 ml factor of 0.99984462415 was used for this project. supervision O211212/2 Hal Mollenk Pf Da Registered Professional Land Surveyor 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 State of Texas, No. 5439 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098100 tiP� G�OTeRFq9 • o HAL MOLLENKOPF ®Ap 5439 SURD 2001169.039 PAGE 3 of 9 Owner -Initiated Annexation Service Agreement 13 of 24 5 O1 LL O Cn LLI L7 a W LIJ hn W z J U SV. .60� 16 EXHIBIT A-3 Continued 0 300' SCALE FEET 300' WALSH RANCHES LIMITED PARTNERSHIP VOLUME 1699, PAGE 1765 D.R.P.C.T. VOLUME 12624, PAGE 92 D.R.T.C.T. 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 0.99984462415 was used for this project, \ APPROXIMATE LOCATION OF A85TRACT LINE APPROXIMATE LOCATION " OF ABSTRACT LINE INTERSTATE HIGHWAY 20 VARIABLE WIDTH RIGH1_OF_WA VOLUME 1152, PACE 1031, D.R.P.C 7 APPROXIMATE LOCATION of ABSTRACT UNE\ N$009'39"� $69'57'53°E 352.28' N74'27'39E 354.15' 0 S83`31'09"E 244.1 ACRES 10,633,090 SQUARE FEET 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 9 065.72' POINT OF BEGINNING FOUND 5/8 -INCH IRON ROD NA083 GRID N=6,937,133.27 E=2,266,857.10 CALLED 100.6611 ACRES MARKUM LAND PROPERTIES, LLC DOCUMENT NO, D217100297 O.P.R.T.C.T. CALLED 5.146 ACRES CITY OF FORT WORTH DOCUMENT NO. 0221015413 O.P.R.T.C.T. SURVEYOR'S CERTIFICATE: I hereby certify that this map is based on an accurate survey of the property made on the ground under my Cu rvisionDUNAWAY � 02/12126 550 Bolley Avenue • Sufle 400 A�onwofl exos 76107 Hal Mollenk f Date Tel: 817.335.1121 Registered Professional Land Surveyor TEXAS REGISTERED SURVEYING FIRM NO. 10098100 State of Texas, No. 5439 ;FORGE W. WICKS SURVEY ABSTRACT NO. 1872 CALLED 2.949 ACRES "TRACT 2" DRY RANCH, LLC DOC. NO. D21721O159 O. P. R. T. C.T. EEO LINE 3 DEED LINE J S00'00'24W 5,288.60' ° HAL MOLLENKOPF (%'p 5439 ° /o 2001169.039 PAGE 4 of 9 O1wier-Initiated Annexation Service Agreement 14 of 24 EXHIBIT A-3 Continued MATCHLINE SEE PAGE 4 OF 9 DEED LINE 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. 0 300' The basis of bearings for this survey is the Texas SCALE FEET State Coordinate System, North Central Zone, based upon GPS measurements. Distances and 1 300' areas hereon are surface values. A combined scale factor of 0.99984462415 was used for this project. O) IL O 00 IJ 0 d Lu Lu r1) Lu z -J U I- Q F 244.1 ACRES 10.633,090 SQUARE FEET WALSH RANCHES LIMITED PARTNERSHIP VOLUME 1699, PAGE 1765 D.R.P.C.T, VOLUME 12624, PACE 92 D. R.T. C. T. APPROXIMATE LOCATION OF ABSTRACT LINE DEED LINE CALLED 119.4 ACRES MD IND P1, LLC DOCUMENT NO. D225171388 y4�9Za O.P,R,T,C.T, MATCH LINE 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 DUNAWAsu ervision `��- 02!12/26 55oBoileyAvenue • Sulte400 • Forf Wodh,Texos76107 Hal Mollenko f Date Tel: 817.335.1121 Registered Professional Land Surveyor TEXAS REGISTERED SURVEYING FIRM NO. 10098100 State of Texas, No. 5439 APPROXIMATE LOCATION OF ABSTRACT LINE N In VU� J N 00 N ~ U10I- F O OI Z� M c') F- Ci O Z UUL J 2 Q 0 0 0 DEED DNE sae o HAL MOLLENKOPF (_ p 5439 SURNE 2001169.039 PAGES of 9 Owner -Initiated Annexation Service Agreement 15 of24 EXHIBIT A-3 Continued MATCHLINE SEE PAGE 5 OF 9 rn LL O N. LLl 03 0 a LLJ LUJ LLI' z z U a 0 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. 0 300' The basis of bearings for this survey is the Texas SCALE FEET State Coordinate System, North Central Zone, 1• 300' based upon BPS measurements. Distances and areas hereon are surface values. A combined scale factor of 0.99984462415 was used for this project. A=21'34'23" R=1,000.00' L=376.52' APPROX11.1 OF LOCATION OF CH=N57' 47' 53"W 374.30' ABSTRACT LINE CALLED 119.4 ACRES MD IND P1, LLC DOCUMENT NO, D225171388 O.P.R.T.C.T. APPROXIMATE LOCATION OF ABSTRACT LINE 244.1 ACRES �S�O 92g ,y%, 10,633,090 5QUARE FEET 5�V9' APPROXIMATE LOCATION OF ABSTRACT LINE -1- FOUND 5/8 -INCH IRON ROD MATH YELLOW CAP STAMPED "DUNAWAY ASSOC' 468.07 ALEDO ROAD ' . (VARIABLE KIDTH RIGHT -OF' -WAY N77- 212.02 FOUND 1/2 —INCH IRON ROD IN CONCRETE 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 DUNAWAVQ (�^ 02I12I26 550 Batley Avenue • Suite 4AF0ftWodexos7610 Mo�- I Date Tel:817.335.1121 Registered Professional Land Surveyor TEXAS REGISTERED SURVEYING FIRM NO, 15098103 State of Texas, No. 5439 0 ra Co ®0 Cl ui N 0 0 VI FOUND J J z z- MSF r U F—UZpI QQWrc MD ooF4 O: o � 0 6974' ROD tiPe ��STeR��-9 HAL MOLLENKOPF aA� 5439 P 9ti�o °o°eeoe0°°®'+,O SUR�� 2001169.039 PAGE 6 of 9 Owner -Initiated Annexation Service Agreement 16 of 24 EXHIBIT A-3 Continued MATCHLINE SEE PAGE 8 OF 9 w 0o z W {_ APPROXIMATE �pj3g2�h I ABSTRACT USE m 2 W r I 081 �y0 I /1 J n o Go Z / Z o N (1_ a BENTLEY BRIDGE ROAD / w W�000 (110' WIDTH RIGHT-OF-WAY) 'O DOCUMENT NO. D222256547 P r O.P.R.T.C.T. a 4 L�0 WALSH RANCHES LIMITED I z PARTNERSHIP VOLUME 1699, PACE 1765 FOUND 5/8 -INCH IRON ROD WITH D.R.P.C.T. VOLUME 12624, PAGE 92 YELLOW CAP STAMPI "DUNAWAY ASSOC" D.R.T,C.T, I FOUND "V CUT x=83'28'24" R=50.00' L=72.84' CH=N41' 43' 43"W 66.57' , t' x=92'06'50" R=255.04' L=410.02' CH=N37' 24' 02'W 367.27' S08'39'23'W 196.62' / FOUND 5/8 -INCH O 300 IRON ROD 44TH YELLOW CAP STAMPED / 'DUNAWAY ASSOC' p� SCALE FEET ALEDO CONNECTOR ROAD- I".- 300 (60' WIDTH RIGHT-OF-WAY) y T' — — DOCUMENT NO. 0222256547 FOUND O.P.R.T.C.T. IRON ROD WITH UNION pgC�EtC �, YELLOW CAP STAMPED "DUNAW� (VARIABLE WID RAILROgp AAY ASSOC' I� 7}i RIGHT—OF—WAY) ALEDO ROAD (VARIABLE WIDTH RIGHT-OF`WA� D.R.P.C.T, = Deed Records, Parker County, Texas D.R.T.C.T. = Deed Records, Tarrant County, Texas I 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 0.99984462415 was used for this project. 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. DUNAWAV02/12/26 550 Battey Avenue 'Suite 4(5). Fort Worth, Texas 76107 Hal Moltenkdpf Date Tel: 817.335.1121 Registered Professional Land Surveyor TEXAS REGISTERED SURVEYING FIRM NO. 10098100 State of Texas, No. 5439 o®e 61 S T E, HAL MOLLENKOPF ®®I,, 5439 . Q SURv� 0) U- 0 LLl LD a LLJ Lu LLl z J S U I — a 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 D.RJ.C.T. = Deed Records, Tarrant County, Texas O.P.R.T.C.T. = Official Public Records, Tarrant County, Texas A."31049" R=945.12' L=52.46' CH=NO' 37' 11"E 52.45' ( o' ih to WALSH RANCHES LIMITED 1° PARTNERSHIP VOLUME 1699, PAGE 1765 I $ D.R.P.C,T. VOLUME 12624, PAGE 92 D.R,T.C.T. 0 300' SCALE FEET 1'= 300' NO2'12'� 781 0 2 BENTLEY BRIDGE ROAD I (VARIABLE WIDTH RIGHT—OF—WAY) DOCUMENT NO. 0222256547 O.P.R.T.C.T. 244.1 ACRES 10,633,090 SQUARE FEET WALSH RANCHES LIMITED PARTNERSHIP VOLUME 1699, PAGE 1765 D. R.P. C. T. VOLUME 12624, PAGE 92 D.R. T. C. T. FOUND 5/8 -INCH IRON ROD WITH APPROXIMATE LOCATION ' YELLOW CAP STAMOF ABSTRACT UNE� DUNAVJAY ASSOC ' A=0'58'03" R=14,057.17' L=237.39' CH=NO' 29' 02"W 237.39' APPROXIMATE LOCATION OF ABSTRACT UNE A metes and bounds description of even date FOUND 5/8 —INCH accompanies this plat. IRON ROD 5,3113 YELLOW CAP STAMPED 'DUNAWAY ASSOC' w The basis of bearings for this survey Is the Texas I m State Coordinate System, North Central Zone, Distances and I o I C based upon GPS measurements. areas hereon are surface values. A combined scale 8 Q factor of 0.99984462415 was used for this project. Z MATCHLINE SEE PAGE 7 OF 9 DEED LINE Lam$ S11R� g�S.�1C1'N0.9Z CALLED 119.4 ACRES MD IND P1, LLC DOCUMENT NO. D225171388 O.P.R.T.C.T. 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. DUNAWAY02/12/26 5508atley Avenue . Suite 400 • Fort Worth, Texas 76107 Hal Mollenkopf Date Tel: 817.335.1121 Registered Professional Land Surveyor TEXAS REGISTERED SURVEYING FIRM NO,10098100 State of Texas, No. 5439 tiP� G t S Tye?�°F�9 HAL MOLLENKOPF 5439 P SURN 2001169.039 PAGE 8 of 9 Owner -Initiated Annexation Service Agreement 18 of24 EXHIBIT A-3 Continued WALSH RANCHES LIMITED 014 PARTNERSHIP VOLUME 1699, PAGE 1765 8 q$ D.R.P.C.T. �11p�p• t10' VOLUME 12624, PAGE 92 o 5 D.R.T.C.T. 1 0 300' SCALE FEET V= 300' WALSH RANCHES LIMITED PARTNERSHIP VOLUME 1699, PAGE 1765 D.R.P.C,T, VOLUME 12624, PAGE 92 D.R.T.C,T. APPROXIMATE LOCATION OF ABSTRACT DNE INTERSTATE HIGHWAY 20 (VARIABLE WIDTH RIGHT—OF—WAY) VOLUME 1152, PAGE 1031, D.R.P.C.T. A---10'39'38" 354.1, R=266.87' L=49.66' CH=N11' 25' 42"E 49.58' 482'O9E' " 187.99' �=12'56'45" 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 D.R.T.C.T. = Deed Records, Tarrant County, Texas 24.' O.P.R,T,C.T. = Official Public Records, Tarrant County, Texas A metes and bounds description of even date 324.4 AC RES accompanies this plat. 14,131,409 SQUARE FEET c N� The basis of bearings for this survey Is the Texas BENTLEY BRIDGE ROAD o State Coordinate System, North Central Zone, z based upon SOPS measurements. Distances and (VARIABLE WIDTH RIGHT—OF—WAY) areas hereon are surface values. A combined scale DOCUMENT NO. D222256547 I factor of 0.99984462415 was used for this project. O.P.R.T.C.T. 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 supervision_ DUNAWAV /�� 02112!26 550 Baby Avenue • Suite 400 • Fort Worth, Texas 76107 Hal Molle--- nark pf Date Tel: 81 7.335.1121 Registered Professional Land Surveyor TEXAS REGISTERED SURVEYING FIRM NO.10098100 State of Texas, No. 5439 �Po• G 1 O T e%'��9 HAL M0LLENK0PF %' 5439 SURD SOT U- 0 d LL1 (3 t3 w w w z J U I— Q 2001169.039 PAGE 9 of 9 Owner -Initiated Annexation Service Agreement 19 of24 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 Limited Partnership, as recorded in Volume 1699, Page 1765, Deed Records of Parker County, Texas (D.R,P.CT.) 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. 0225171388, 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-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 land described as Tract 2 in deed to Dry Ranch, LLC, as recorded in Document No. 0217210159, Official Public Records ofTarrant County, Texas (O.P.R.T.C,T.), said POINT OF BEGINNING being locatable by NAD83 Grid Coordinate N= 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 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. 0221015413, O.P.R.T.C.T., the west line of a called 36.0248 acre tract of land described in deed to Mc Estates, LLC, 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. 0217210159, O.P.R.T.C.T. and the east line of said MD 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 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 line of said MD IND tract and the north right-of-way line 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 50 seconds 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 Aledo Connector Road and the southwest corner of said MD IND tract bears South 08 degrees 39 minutes23 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 forthe 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. 0222256547, 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 03 seconds and ord bearing of North 00 degrees 29 minutes 02 seconds West, a distance of 237.39 feet; OCR o�9 Continuing....... HAL MOLLENKOPF A plat of even date accompanies this metes and SURVEYOR'S CERTIFICATE: I hereby certify that this map is based on an accurate ®pF ss9o� bounds description. survey of the property made on the ground under my 9 y0 supervision DUNAWAY02/12/26 S U Rv 550 Ballay Avenue • Sulie 400 • Fort worth, Texas 76107Hal Mollenko p f Date Tel: 8173351121 Registered Professional Land Surveyor TEXAS REGSTER®SURVEYING FIRM NO, 10098100 State of Texas, No. 5439 2001169.039 PAGE 1 of 9 Oswter-Initiated Annexation Service Agreement 20 o124 EXHIBIT A-4 Metes & Bounds Continued ft ft fi C) a` C) U 4 C) R 0 N Q 6 0 3 METES AND BOUNDS DESCRIPTION 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 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 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 beginningof 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 Zurvislon•DUNAWAYC 02!12/26 550BaheyAvenue • Sulte4po �Yrfftrt h, Texas 76107 Hal Mollenko f Date Tel: 817.335.1121 Registered Professional Land Surveyor TEXAS REGISTERED SURVEYING FIRM NO, 10098100 State of Texas, No. 5439 0 01SifRF°;9 HAL MOLLENKOPF ®'?p 5439 P/q,- SUR�� 2001169.039 PAGE 2 of 9 Owner -Initiated Annexation Service Agreement 21 of 24 EXHIBIT A-5 INTERSTATE HIGHWAY 20 N (VARIABLE WIDTH RIGHT-OF-WAY) - - .. VOLUME 1152, PAGE 1031, D.R.P.C.T. �` I' BENTLEY BRIDGE ROAD (110' WIDTH RIGHT-OF-WAY) i DOCUMENT NO. D222256547 O.P.R.T.C.T. II I I 1000 ALE DO CONNECTOR ROAD (60' WIDTH RIGHT—OF—WAY) SCALE FEET DOCUMENT NO. D222256547 0PRTCT I A metes and bounds description of even date accompanies this plat. SEE ' SHEEP 3 6♦ POINT OF ~ BEGINNING NAD83 GRID \\ N=6,932,206.07 E=2,264,745.83 ALEDO ROAD (VARIABLE WIDTH RIGHT—OF—WAY 0 F The basis of bearings for this survey is the Texas \Pa. G s 7R •® f9 Fo'm J State Coordinate System, North Central Zone, SURVEYOR'S CERTIFICATE: c. 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 project. su ervision•DUNAWAy. • • 02/12/26 al Mollenko f Date Registered Professional Land Surveyor 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 State of Texas, No. 5439 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING ARM NO.10098100 2001169.039 PAGE 2 of 3 OW',mer-Initiated Annexation Service Agreement 22 of24 EXHIBIT A-5 Continued 5200' SCALE FEET t'= 200' x=.101'4102" R=50.00' L=88.74' CH=N52' 47 28"E 77.54' A=6'40'52" R=1,055.15' L=123.04' CH=N5' 18' 57"E 122.97' 4, I WALSH RANCHES LIMITED PARTNERSHIP VOLUME 1699, PAGE 1765 D.R.P,C.T. VOLUME 12624, PAGE 92 D.R.T.C.T. APPROXIMATE LOCATION OF ABSTRACT LINE N82'39'11 "W )/BENTLEY BRIDGE ROAD (110' WIDTH RIGHT-OF-WAY) DOCUMENT NO. D222256547 O.P.R.T.C.T. VFOUND 5/8 -INCH IRON ROD WITH YELLOW CAP STAMPED �11� 'DUNAWAY ASSOC' .A FOUND 'V' CUT N1445'10W 85'03'23" R=195.04' L=289.54' CH=S33' 52' 18"E 263.67' S81'20'37E 110.00' 5.794 ACRES 252,381 SQUARE FEET POINT OF BEGINNING NAD83 GRID N=6,932,208.07 E=2,264,745.83 N80'34'42"W 114.64' I 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. 60.00' 1 FOUND 5/8 —INCH IRON ROD WITH YELLOW CAP STAMPED 'DUNAWAY ASSOC' Id CALLED 119.4 ACRES MD IND P1, LLC DOCUMENT NO. D225171388 O.P.R.T.C.T, I0 LI-ALEDO CONNECTOR ROAD /f (60' WIDTH RIGHT-OF-WAY) DOCUMENT NO, D222256547 O.P.R.T.C.T. FOUND 5/8 -INCH IRON ROD 59TH YELLOW CAP STAMPED 'DUNAWAY ASSOC' SBO`34'42"E 6ao1' ALEDO (VARIABLE �DA® WIDTH RIGHT OF —WAY) 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. SURVEYOR'S CERTIFICATE: I hereby certify that this map is based on an accurate survey of the property made on the ground under my •DUNAWAY supervision. �/� 02112/26 550 BoMy Avenue ' 5uBe 400 'Fort Worth, Texas 76107 ' Hai Mollenkkppf Date Tel:817.335.1121 Registered Professional Land Surveyor TEXAS REGISTERED SURVEYING ARM NO.10098100 State of Texas, No. 5439 � OF TF HAL MOLLENKOPF 5439k SURN 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 HenryLane 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. D222256547, Official Public Records, Tarrant 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 corner of a called 119.4 acre tract of land described in deed to MD IND P1, LLC, as recorded in Document No, D225 171388, 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 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 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 "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 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. C 0 0 -a 0 The basis of bearings for this survey is the Texas State Coordinate System, North Central Zone, based upon BPS measurements. Distances and areas hereon are surface values. A combined scale factor of 0.99984462415 was used for this project. J' /emiI�g33 SURVEYOR'S CERTIFICATE: HAL MOLLENKOPF A plat of even date accompanies this metes and bounds description. I hereby certify that this map Is based on an ; 5439 Pa accurate survey of the property made on the y •. ®® as®o®® �o O ground under my supervision.DUNAWAy 02/12/26 S U R N 550BotleyAvenue • Sulle,100 • Fort Worth, Texas 76107 Hal Moiler pf Date Tel: 817.355.1121-- Registered Professional ' Land Surveyor TEXAS REGISTERED SURVEYING FIRM 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 ❑ If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes ❑ No IZI If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes © No ❑ 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 If different from the approval date. Expiration 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 O 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,. 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 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 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