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25-R-024 Standard Utility Agreement- IH 35 NEX ProjectRESOLUTION 25-R-024 A RESOLUTION BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS, AUTHORIZING A STANDARD UTILITY AGREEMENT WITH THE STATE OF TEXAS FOR THE RELOCATION OF UTILITIES FOR THE 11135 NEX PROJECT WHEREAS, the Texas Department of Transportation (TxDOT) is undertaking the IH 35 NEX Project and has acquired additional right of way for the widening of the highway; and WHEREAS, water and sewer mains of the City of Schertz, Texas, (City) are located in conflict with the planned TxDOT improvements to IH 35; and WHEREAS, the State of Texas will pay to the City of Schertz the costs incurred in adjustment, removal, and relocation of the utilities; and WHEREAS, City Staff has recommended that the City enter into a Standard Utility Agreement (SUA) with the State of Texas for the relocation of utilities along IH 35 and reimbursement of project costs. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS THAT: Section 1. The City Council hereby authorizes the City Manager to execute the TxDOT Standard Utility Agreement in substantially the form set forth as Exhibit A. Section 2. The recitals contained in the preamble hereof are hereby found to be true, and such recitals are hereby made a part of this Resolution for all purposes and are adopted as a part of the judgment and findings of the City Council. Section 3. All resolutions, or parts thereof, which are in conflict or inconsistent with any provision of this Resolution are hereby repealed to the extent of such conflict, and the provisions of this Resolution shall be and remain controlling as to the matters resolved herein. Section 4. This Resolution shall be construed and enforced in accordance with the laws of the State of Texas and the United States of America. Section 5. If any provision of this Resolution or the application thereof to any person or circumstance shall be held to be invalid, the remainder of this Resolution and the application of such provision to other persons and circumstances shall nevertheless be valid, and the City Council hereby declares that this Resolution would have been enacted without such invalid provision. Section 6. It is officially found, determined, and declared that the meeting at which this Resolution is adopted was open to the public and public notice of the time, place, and subject matter of the public business to be considered at such meeting, including this Resolution, was given, all as required by Chapter 551, Texas Government Code, as amended. Section 7. This Resolution shall be in force and effect from and after its final passage, and it is so resolved. PASSED AND ADOPTED, this LAay of k /7 2025. CITY OF S AS Ralp erre , ayor A Sheila Edmondson, City Secretary EXHIBIT A STANDARD UTILITY AGREEMENT WITH TxDOT 3/9/2025 To: Kyle Madsen, JD, CTCM Director, Right of Way Division Through: Charles C. Benazvidez, P.E. District Engineer, San Antonio - 15 District From: Richard De La Cruz, P.E. Director of TP&D, San Antonio - 15 District Initial: Initial. Subject: Standard Utility Agreement, City of Schertz Utility ID #: 000020217 ROWIS U#: N/A RCSJ: 0016-06-114 & 0016-05-116 County: Guadalupe & Comal CCSJ: 0016-06-115 & 0016-05-111 HWY: IH 35 From: FM 3009 - Guadalupe/Coma) CL TM Texas Jew of To: Guadalupe/Coma) CL -FM 1103 Our District has executed a Standard Utility Agreement with the subject Utility for the above - referenced project and is now being submitted for file. This agreement provides funding for the utility to adjust their facilities in correlation with the included Agreement Assembly that contains the Standard Utility Agreement (ROW-U-35), attachments 'A' through 'H', and attached checklist. The location of the Utility is in conflict with the Highway Construction Project as follows: The ROW is being widened and the northbound and southbound frontage roads are shifting out causing conflicts with the City's water and wastewater lines. The utility will complete the following to clear the conflict: Joint -bid water relocations: remove/aband 23,110 LF of 12" waterline, replace with 22,754 LF of 12" waterline (includes 2 crossings). Non -joint -bid wastewater relocations: remove/abandon a total of 3,427 LF of 8", 10", 14", & 16" wastewater The following will be used by the utility: Internal Labor (all that apply) Consultant Engineering (rates supplied) ROW-U-48 A Open Solicitation of bids ROW-U-48 E Joint Bid with TxDOT The Utility is aware that they will need to submit specific documents, prior to or at billing, as designated on the attached checklist. A courtesy review was performed by: IPaul Fierro This Standard Utility Agreement has been reviewed and approved by San Antonio - 15 Districts Utility Coordinator, TP&D Director, and District Engineer. Should you have any questions please contact: Raul San Miguel Utility Coordinator 210-615-5947 Raul.SanMiguel@txdok.gov Connecting You with Texas An Equal Opportunity Employer 7bzas Department of 7jransportation Your Name: Raul San Miguel Your Title: Utility Coordinator Your Phone: 210-615-5947 Your Email: Raul.SanMiauel(Mtxdot.0oy Supervisors Name: Richard De La Cruz, P.E. Supervisors Title: Director of TP&D Supervisors Phone: 210-615-6434 Supervisors Email: Richard. DeLeCmz(c)txdotgov District Engineer. Charles C Benezvidez, RE Title: District Engineer District Engineer's Phone: 210-615-5825 District Engineer's Email: Chades.Beravidez•XDtxdot.00v District: San Antonio - 15 Utility Name: City of Schertz ROWIS U#: WA Utility ID#: 000020217 Date Received (District): 3/1012025 Accounting Method (SUA B): Actual Costs Reimbursement Justthcalion: Interstate Assembled By: L TxDOT UtilityCoordinator County: Guadalupe & Comet RCSJ: 0016-06-114 & 0016-05-116 CSJ: 0016-06-115 & 0016-05-111 Highway: IH 35 Limits From: FM 3009 - Guadalupe/Corral CL Limits To: Guadalupe/Comal CL-FM 1103 TxC ROW Project ID: R00002568 & R00002567 FRNY Construction Let Date: 9/1/2027 TxDOT Project Stationing Start: 3837+30 _ TxDOT Project Stationing End: 4175+39 Utility Adjustment Starting Station: 3934+07 Utility Adjustment Ending Station: 4159+42 Process: I FUP- Interstate Highway Utility Coordinator's Agreement Checklist Description of Work: ROW is being widened and hvwtage roads are shifting causing conflicts wa14 water & ww lines Wat>erllne: 23,110 LF of .2' wat.tlmft. mplarce wlth 24754 IF or 12' waterline Jkidud"2 erossinLs) Wastewater rem Are all applicable forms submitted complete, u to -date and unmodifled7' Are a anations or clarifications included where necessary for complete understands Is Siginature authori included for representative signing forms if other than officer level? ROW-1-140 Is the CPA screenshot included?Slnclude immediately after checklist Does TxDOTCONNECT TIN match CPA screenshot TIN? Does TxDOTCONNECT mail code match CPA screenshot mail code? Does TxDOTCONNECT address match CPA screenshot, and the invoice remittance address? Has the TxDOTCONNECT utility page, including utility status, been updated? PLAN$: Is the project or vicinity plat provided where needed to understand scope of proposed work Is the adjustment within Project limits or DIRECTLY related to work required within Project I Are the existing and proposed ROW lines, and the existing and proposed utility easements Is the exisft facility including nature of conflicts and eligibility lengths or pole count per pi Is the proposed installation demdnstratinrLTAC compliance, distance from ROW, and deptt Are profile view or cross -sections of crossings to show casing, depth or clearance ro� vided Do the plans indicate TxDOT "act stationing and offsets from centerline? Are specificafions for both existing and proposed facility sufficient to verify betterment or in ESTIMATE: Is the estimate properly and adequate itemized and detailed? Have materials subject to Buy America compliance have been identified on the estimate?(') Is the estimate free of all ineligible costs?(Utility Manual Ch 7 Sec 2 Have replacement easement costs been verified and approved as appropriate? (ROW Man Have the estimate quantifies been compared and reconciled to plans and statement of wor9 Is a Betterment ratio applicable? (if so, see Attachment "G") _ If yes, is ratio calculated and applied properly? Is a Depreciation creditapplicable? If-pes, is credit calculated an_d. applied properly? Is a Salvage credit applicable? If es, is credit calculated and ied Have overheads and loadings been explained and checked for reasonableness? Area[) units and rams mtdtiplled correctly to obtain a sum? Are all subtotals and botalS cam Ilea the WIrK txnsuitant ignineWau contract been reyitmvad and roved " 1f1e Ditttrkt7 Attachment "B" - Utility's Accounting Method Is an acceptable accountino method (Actual cost or Lump Sum) indicated? Environmental Cearance Date: 7a=16 Has the schedule of work been provi Agreement Execution Date: Is the start date of the accomodation Emergency Work Authorization Date: NA a Dates of Work: Start Date: 05/01/25 18 kgnl Use ApWaMt frduded? End Date: 03/31129 2029 its the Permit Indtaded? Estimated Duration (Calendar Days): 1430 TOTAL ADJUSTMENT COSTS: Betterment %: Salvage Credit Depreciation: Eligibility Ratio: SP2125 Participation: $10,759,506.99 0.00% $0.00 $0.00 100.00 % $0.00 Amount Due from Utility via AFA: $0.00 Amount in TxDOT Contract: $7 039 136.50 Existing Easement Compensation at 100%: $0.00 Amount Payable to Utility: Utility Primary Engineering Rate Sheet or shown? nave corporate succession eocumeni anon Dean provicteo r cnaln ar ownersni urn 18_e qta! dwm requlaad? N�M1 This SUA will be submitted to ROW Division in a single PDF file via: Box.com Remittance Address: 1400 Schertz Parkway Schertz, TX 78154 TIN# / Mail Code: 74-1469344 Prepared By: Raul SanMiguel 3192025 Signature: Permit - UrR Approval page ( E ) Bid Tabulations (D, ROW-U-46, A or B) Quit Claim Buy America Compliance Documentation TINS record Form ROW-U-35 Standard Utility Agreement (Rev.Page 41 otJFaosportaeon U Number: NA Utility ID: 000020217 District: San Antonio County: Guadalupe & Comal ROW Project ID (TxC): R00002567 & Highway: IH 35 R00002568 ROW CSJ: 0016-05-116 & 0016-06-114 From: FM 3009 - Guadalupe/Comal CL Construction CSJ: 0016-05-111 & 0016-06-115 Highway Project Letting Date: 09/01/2027 To: Guadalupe/Coma) CL - FM 1103 This Agreement by and between the State of Texas, acting by and through the Texas Transportation Commission, ("State"), and City of Schertz, ("Utility"), acting by and through its duly authorized representative, shall be effective on the date of approval and execution by and on behalf of the State. WHEREAS, the State has deemed it necessary to make certain highway improvements as designated by the State and approved by the Federal Highway Administration within the limits of the highway as indicated above (the "Highway Project"); WHEREAS, the proposed Highway Project will necessitate the adjustment, removal, and/or relocation of certain facilities of the Utility as indicated in the following statement of work: The ROW is being widened and frontage roads are shifting causing conflicts with the existing water & wastewater lines. Waterline: remove/aband 23,110 LF of 12" waterline and install 22,754 LF of 12" waterline (includes 2-12" crossings). Wastewater: remove/abandon a total of 3,427 LF of 4", 8", 10", 14", & 16" wastewater lines, and install a total of 3,312 LF 6", 8", 10", 14", & 16" wastewater lines (including 2 - 8" and 1-16" crossings) ; and more specifically as shown in the Utility's plans, specifications and estimated costs, which are attached hereto as Attachment "A". WHEREAS, the State will participate in the costs of the adjustment, removal, and relocation of certain facilities to the extent as may be eligible for State and/or Federal participation. WHEREAS, the State, upon receipt of evidence it deems sufficient, acknowledges the Utility's interest in certain lands and facilities that entitle it to reimbursement for the adjustment, removal, and relocation of certain of its facilities located upon the lands as indicated in the statement of work above. NOW, THEREFORE, BE IT AGREED: The State will pay to the Utility the costs incurred in adjustment, removal, and relocation of the Utility's facilities up to the amount said costs may be eligible for State participation. All conduct under this agreement, including but not limited to the adjustment, removal, and relocation of the facility, the development and reimbursement of costs, any environmental requirements, and retention of records will be in accordance with all applicable federal and state laws, rules and regulations, including, without limitation, the Federal Uniform Relocation Assistance and Real Property Acquisition Policies Act, 42 U.S.C. §§ 4601, et seq., the National Environmental Policy Act, 42 U.S.C. §§ 4321, et seq., the Buy America provisions of 23 U.S.C. § 313 and 23 CFR 635.410, as amended, Texas Transportation Code § 223.045, the Utility Relocations, Adjustments, and Reimbursements provisions of 23 CFR 645, Subpart A, and the Utility Accommodation provisions of 23 CFR 645, Subpart B. The Utility shall supply, upon request by the State, proof of compliance with the aforementioned laws, rules, regulations, and guidelines prior to the commencement of the adjustment, removal, and relocation of the facility. Initial Date Initial Date TxDOT Utility Farm ROW-U-35 (Rev.03124) Page 2 The Utility shall not commence any physical work, including without limitation site preparation, on the State's right of way or future right of way, until TxDOT provides the Utility with written authorization to proceed with the physical work upon TxDOT's completion and clearance of its environmental review of the Highway Project. Any such work by the Utility prior to TxDOT's written authorization to proceed will not be eligible for reimbursement and the Utility is responsible for entering any property within the proposed limits of the Highway Project that has not yet been acquired by TxDOT. This written authorization to proceed with the physical work is in addition to the authorization to commence work outlined below. Notwithstanding the foregoing, the provisions of this paragraph are required only when TxDOT has not obtained completion and clearance of its environmental review of the Highway Project prior to the execution of this Agreement by the State and the Utility. The Utility shall comply with the Buy America provisions of 23 U.S.C. § 313, 23 CFR 635.410, as amended, and the Steel and Iron Preference provisions of Texas Transportation Code § 223.045 and, when products that are composed predominately of steel and/or iron are incorporated into the permanent installation of the utility facility, use domestically manufactured products. TxDOT Form 1818 (Material Statement), along with all required attachments, must be submitted, prior to the commencement of the adjustment, removal, and relocation of the facility, as evidence of compliance with the aforementioned provisions. Failure to submit the required documentation or to comply with the Buy America, and Steel and Iron Preference requirements shall result in: (1) the Utility becoming ineligible to receive any contract or subcontract made with funds authorized under the Intermodal Surface Transportation Efficiency Act of 1991; (2) the State withholding reimbursement for the costs incurred by the Utility in the adjustment, removal, and relocation of the Utility's facilities; and (3) removal and replacement of the non -compliant products. The Utility agrees to develop relocation or adjustment costs by accumulating actual direct and related indirect costs in accordance with a work order accounting procedure prescribed by the State, or may, with the State's approval, accumulate actual direct and related indirect costs in accordance with an established accounting procedure developed by the Utility. Bills for work hereunder are to be submitted to the State not later than one (1) year after completion of the work. Failure to submit the request for final payment, in addition to all supporting documentation, within one (1) year after completion of the work may result in forfeiture of payment for said work. When requested, the State will make intermediate payments at not less than monthly intervals to the Utility when properly billed. Such payments will not exceed 90 percent (90%) of the eligible cost as shown in each such billing. Intermediate payments shall not be construed as final payment for any items included in the intermediate payment. The State will, upon satisfactory completion of the adjustment, removal, and/or relocation and upon receipt of final billing prepared in an approved form and manner and accounting for any intermediate payments, make payment in the amount of 90 percent (90%) of the eligible costs as shown in the final billing prior to audit and after such audit shall make an additional final payment totaling the reimbursement amount found eligible for State reimbursement. Alternatively, if the approved accounting method is a lump sum, the State agrees to pay the Utility an agreed lump sum of $NA as supported by the attached estimated costs. The State will, upon satisfactory completion of the adjustments, removals, and relocations and upon receipt of a final billing, make payment to the Utility in the agreed amount. Upon execution of this agreement by both parties hereto, the State will, by written notice, authorize the Utility to perform such work diligently and to conclude said adjustment, removal, and relocation by the stated completion date which is attached hereto in Attachment "C". The completion date shall be extended for delays caused by events outside the Utility's control, including an event of Force Majeure, which shall include a strike, war or act of war (whether an actual declaration of war is made or not), insurrection, riot, act of public enemy, accident, fire, flood or other act of God, sabotage, or other events, interference by the State or any other party with the Utility's ability to proceed with the work, or any other event in which the Utility has exercised all due care in the Initial Date Initial Date TxDOT Utility Form ROW-U-35 (Rev.03/24) Page 3 prevention thereof so that the causes of other events are beyond the control and without the fault or negligence of the Utility. This agreement in its entirety consists of the following elements: Standard Utility Agreement — ROW-U-35; • Plans, Specifications, and Estimated Costs (Attachment "A"); • Accounting Method (Attachment "B"); • Schedule of Work (Attachment "C"); • Statement Covering Contract Work — ROW-U-48 (Attachment "D"); • Utility Joint Use Agreement — ROW-U-JUA and/or Utility Installation Request — Form 1082 (Attachment ,.E" • Eligibility Ratio (Attachment "F"); • Betterment Calculation and Estimate (Attachment "G"); and • Proof of Property Interest — ROW-U-Affidavit (Attachment "H"). All attachments are included herein as if fully set forth. In the event it is determined that a substantial change from the statement of work contained in this agreement is required, reimbursement therefore shall be limited to costs covered by a modification or amendment of this agreement or a written change or extra work order approved by the State and the Utility. This agreement is subject to cancellation by the State at any time up to the date that work under this agreement has been authorized, and such cancellation will not create any liability on the part of the State. However, the State will review and reimburse the Utility for eligible costs incurred by the Utility in preparation of this Agreement. The State Auditor may conduct an audit or investigation of any entity receiving funds from the State directly under this contract or indirectly through a subcontract under this contract. Acceptance of funds directly under this contract or indirectly through a subcontract under this contract acts as acceptance of the authority of the State Auditor, under the direction of the Legislative Audit Committee, to conduct an audit or investigation in connection with those funds. An entity that is the subject of an audit or investigation must provide the state auditor with access to any information the state auditor considers relevant to the investigation or audit. The Utility by execution of this agreement does not waive any of the rights that the Utility may have within the limits of the law. It is expressly understood that the Utility conducts the adjustment, removal, and relocation at its own risk, and that the State makes no warranties or representations regarding the existence or location of utilities currently within its right of way. Initial Date Initial Date TxDOT utility Form ROW-U-35 (Rev. 03/24) Page 4 The signatories to this agreement warrant that each has the authority to enter into this agreement on behalf of the party represented. UTILITY Utility: City of Schertz Name of Utility By: Authorized Signature Steve Williams Print or Type Name Title: City Manager Date: Initial Date Initial Date TxDOT Utility EXECUTION RECOMMENDED: Director of TP&D (or designee), San Antonio District THE STATE OF TEXAS Executed and approved for the Texas Transportation Commission for the purpose and effect of activating and/or carrying out the orders, established policies or work programs heretofore approved and authorized by the Texas Transportation Commission. By: Date: District Engineer (or designee) Form ROW-U-35 (Rev.03/2a) Page 5 Attachment "A" Plans, Specifications, and Estimated Costs All material items within the cost estimate that must meet Buy America or Steel and Iron Preference Provision requirements must be indicated with an asterisk (*). ❑ Currently, this project does not plan to use iron and steel subject to Buy America requirements. In the event that Buy America compliant materials are used during construction on this project, compliance documentation will be provided. ❑ There are non -domestic iron and steel materials in this project that fall under the De Minimus equation. Calculation showing the total cost does not exceed one -tenth of one percent (0.1 %) of the individual utility agreement amount or $2,500.00, whichever is greater is required. ® We understand the Buy America Compliance Requirements for iron and steel and will supply the required documentation to TxDOT indicating compliance with this provision. The following documents will be supplied prior to installation of the materials: 1) Form 1818 - Material Statement 2) Material Test Reports or Certifications Initial Date Initial Date TxDOT utility TRENCH EXCAVATION SAFETY PROTECTION LF 22093 $14.00 $ 309,302.00 24" SPLIT STEEL CASING LF 117 $325.00 $ 38,025.00 4" PVC SDR-21 WATERLINE LF 63 $60.00 $ 3,780.00 12" PVC C-900 DR-14 WATERLINE LF 20968 $140.00 $ 2,935,520.00 12" PVC C-900 DR-14 WATERLINE (CARRIER PIPE) LF 1786 $160.00 $ 285,760.00 SERVICE RELAY (SHORT 2")(TY "K" COPPER) EA 29 $1,710.00 $ 49,590.00 12" GATE VALVES EA 58 $6,240.00 $ 361,920.00 FIRE HYDRANT ASSEMBLY EA 67 $9,020.00 $ 604,340.00 GREY IRON AND DUCTILE -IRON FITTINGS (PER TON) EA 7.99 $2,200.00 $ 17,578.00 TIE-IN (COMP)(4") EA 2 $4,790.00 $ 9,580.00 TIE-IN (COMP)(12") EA 25 $8,120.00 $ 203,000.00 JACKING, BORING OR TUNNELING PIPE LF 660 $600.00 $ 396,000.00 24" STEEL CASING (WATER) LF 1786 $275.00 $ 491,150.00 REMOVE EXISTING WATERLINES LF 23110 $13.00 $ 300,430.00 PAVEMENT REPAIR (SQUARE YARDS) EA 1740 $226.00 $ 393,240.00 MOBILIZATION EA 1 $639,921.50 $ 639,921.50 Select this row and Insert to add rows. Drag to fill formulas from top cell. $ - SUBTOTAL $ 7,039,136.50 Internally Supplied Materials - documented with Certified Ledger at Payment Line Item / Item Description Unit Quantity $/Unit Total Select this row and Insert to add rows. Drag to fill formulas from top cell. $ - OVERHEAD (%) Enter % if applicable 0.00% $ - SUBTOTAL $ - Externally Acquired Materials - documented with Invoices and/or Checks Line Item / Item Description Unit Quantity $/Unit Total Prices below include installation: $ - SANITARY SEWER INTERNAL DROP MANHOLE (5' DIA.) EA 1 $30,000.00 $ 30,000.00 SANITARY SEWER MANHOLE (5' DIA.) EA 8 $8,500.00 $ 68,000.00 REMOVE SANITARY FORCE MAIN (4") LF 460 $24.00 $ 11,040.00 REMOVE SANITARY SEWER MAIN (8") LF 194 $25.00 $ 4,850.00 REMOVE SANITARY SEWER MAIN (10") LF 1050 $26.00 $ 27,300.00 REMOVE SANITARY FORCE MAIN (14") LF 600 $28.00 $ 16,800.00 REMOVE SANITARY SEWER MANHOLE EA 10 $1,060.00 $ 10,600.00 ABANDON SANITARY SEWER MAIN (8") LF 745 $125.00 $ 93,125.00 ABANDON SANITARY SEWER MAIN (16") LF 378 $150.00 $ 56,700.00 TRENCH EXCAVATION SAFETY PROTECTION LF 2389 $12.00 $ 28,668.00 8" CARRIER PIPE (PVC) LF 602 $230.00 $ 138,460.00 " 24" STEEL CASING (SEWER) LF 622 $280.00 $ 174,160.00 30" STEEL CASING (SEWER) LF 328 $281.00 $ 92,168.00 JACKING, BORING OR TUNNELING PIPE LF 905 $600.00 $ 543,000.00 8" PVC SANITARY SEWER LINE LF 515 $127.00 $ 65,405.00 10" PVC SANITARY SEWER LINE LF 1163 $135.00 $ 157,005.00 12" PVC SANITARY SEWER LINE LF 15 $150.00 $ 2.250.00 1" AIR RELEASE AND VACUUM RELIEF VALVE EA 2 $15,000.00 $ 30,000.00 SEWER MAIN TELEV INSPECTION (POST-CONST) LF 2295 $5.50 $ 12,622.50 14" CARRIER PIPE (HDPE) FORCE MAIN LF 20 $350.00 $ 7,000.00 16" CARRIER PIPE (HDPE) FORCE MAIN LF 328 $361.00 $ 118,408.00 14" HDPE SANITARY SEWER FORCE MAIN LF 602 $120.00 $ 72,240.00 16" HDPE SANITARY SEWER FORCE MAIN LF 94 $126.00 $ 11,844.00 SANITARY SEWER SERVICE STUB EA 1 $1,200.00 $ 1,200.00 SANITARY SEWER RECONNECTIONS EA 5 $3,000.00 $ 15,000.00 CAST -IN -PLACE SANITARY SEWER MANHOLE (5' DIA.) EA 5 $10,200.00 $ 51,000.00 EXTRA DEPTH MANHOLES (> 6') (5' DIA.) (VERTICAL FEET) LF 27 $1,000.00 $ 27,000.00 * SEWER LINE SPLIT STEEL CASINGS EA 47 $400.00 $ 18,800.00 LIFT STATION ABANDONMENT EA 1 $20,000.00 $ 20,000.00 MOBILIZATION EA 1 $190,464.55 $ 190,464.55 Select this row and Insert to add rows. Drag to fill formulas from top cell. $ - MATERIALS SUBTOTAL SUBTOTAL 1 $ $ 2,095,110.05 9,134,246.55 * Indicated items are being tracked for BUY AMERICA COMPLIANCE and will be documented using Form 1818 and all supporting documentation prior to installation. X Indicated items are IRON or STEEL, but will not be tracked for BUY AMERICA COMPLIANCE due to failing under the DE MINIMUS of $2,500, or .1% of the project total cost, whichever is greater. Sum of De Minimus Items $0.00 !',ernf Ilem pC Cri Ili=i { P,1d C':;'de $ - r,Ser�lectth"is row and Insert to add rows. Drag to fill formulas from top cell. $ - SUBTOTAL $ - Internal Labor Costs - documented with Certified Ledger at payment. Line Item / Item Description Unit Quantity $/Unit Total Select this row and Insert to add rows. Drag to fill formulas from top cell. $ - OVERHEAD (%) Enter % if applicable 0.00% $ SUBTOTAL $ External Labor Costs - documented with Invoices and / or checks Line Item / Item Description Unit Select this row and Insert to add rows. Drag to fill formulas from top cell. $/Unit Total SUBTOTAL 1 $ LABOR SUBTOTAL $ Ifed Unit Quantity 5:+1ni: Total Select this row and Insert to add rows. Drag to fill formulas from top cell. $ - SUBTOTAL 1 $ Internal Engineering - Costs Documented with Certified Ledger at payment. Line Item / Item Description Unit Quantity $/Unit Total ENGINEER HR 42 $41.32 $ 1,735.44 SENIOR ENGINEER HR 296 $73.56 $ 21,773.76 CITY ENGINEER HR 60 $106.00 $ 6,360.00 Select this row and Insert to add rows. Drag to fill formulas from top cell. $ - SUBTOTAL $ 29,869.20 Internal Survey / Landman Select this row and Insert to add rows. Drag to fill formulas from top cell. $ - SUBTOTAL $ - Internal Inspection WATER/WASTEWATER SUPERVISOR HR 132 $56.09 n 7,403.88 WATERNVASTEWATER CREW LEADER 1 HR 132 $57.36 $ 7,571.52 WATERNVASTEWATER CREW LEADER 2 HR 132 $45.49 $ 6,004.68 Select this row and Insert to add rows. Drag to fill formulas from top cell. $ - SUBTOTAL $ 20,980.08 Internal Administration ADMIN ASSISTANT HR 142 $37.48 $ 5,322.16 Select this row and Insert to add rows. Drag to fill formulas from top cell. $ - SUBTOTAL $ 5,322.16 Internal Engineering/ Survey/ Inspection/ Administration Overhead OVERHEAD (%) Enter % if applicable 0.00% $ - SUBTOTAL $ 56,171.44 External Engineering - Cost documented with INVOICES and / or CHECKS Line Item / Item Description Unit SR PROJECT MANAGER HR Quantity 255 $/Unit $297.00 $ Total 75,735.00 PROJECT MANAGER/SR ENGINEER HR 983 $223.00 $ 219,209.00 MID PROJECT ENGINEER HR 1504 $177.00 $ 266,208.00 ENGINEER EIT HR 2540 $129.00 $ 327,660.00 SURVEY TECHNICIAN HR 40 $128.00 $ 5,120.00 ADMIN ASSISTANT HR 28 $80.00 $ 2,240.00 SR RPLS MANAGER HR 40 $252.00 $ 10,080.00 APPRAISAL SERVICES PER PARCEL EA 6 $3,000.00 $ 18,000.00 APPRAISAL REVIEW SERVICES PER PARCEL EA 6 $1,600.00 $ 9,600.00 ACQUISITION SERVICES PER PARCEL EA 6 $11,000.00 $ 66,000.00 PREPARE METES/BOUNDS PER PARCEL EA 6 $5,000.00 $ 30,000.00 SURVEY TO STAKE PROP EASEMENTS PER PARCEL EA 6 $5,000.00 $ 30,000.00 Select this row and Insert to add rows. Drag to fill formulas from top cell. $ - External Survey/ Landman SUBTOTAL $ 1,059,852.00 SURVEY 2-MAN CREW HR 120 $196.00 $ 23,520.00 SUE TEST HOLES EA 20 $3,000.00 $ 60,000.00 Select this row and Insert to add rows. Drag to fill formulas from top cell. $ - SUBTOTAL ! $ 83,520.00 External Inspection SR PROJECT MANAGER HR 297 $131.00 $ 38,907.00 CONSTRUCTION INSPECTOR IV HR 1722 $140.00 $ 241,080.00 ADMIN ASSISTANT HR 45 $80.00 $ 3,600.00 CONSTRUCTION TRUCK (PER MONTH) EA 21 $1,500.00 $ 31,500.00 Select this row and Insert to add rows. Drag to fill formulas from top cell. $ - SUBTOTAL $ 315,087.00 Engineering / Administration / Inspection SUBTOTALI $ 1,514,630.44 Existing Easement Compensation - following Quit Claim / Jigibility Ratio not applied. must confirm rate. Line Item / Item Description Unit Quantity $/Unit Replacement Easement Compensation - following Quit Claim / Eligibility Ratio is applied. must confirm rate. Documentation of actual cost must be supplied at billing. ROW PM Total ROW PM PARCEL 3 - SCHERTZ 35 LLC EA 1 $6,159.00 $ 6,159.00 PARCEL 4 - GREEN SIDE INVEST GROUP EA 1 $12,500.00 $ 12,500.00 PARCEL 5 - NOLLEY CARIBEAN PROP EA 1 $41,828.00 $ 41,828.00 PARCEL 6 - PURPOSE CHURCH EA 1 $25,275.00 $ 25,275.00 PARCEL 7 - SCHERTZ STATION LTD EA 1 $24,868.00 $ 24,868.00 Select this row and Insert to add rows. Drag to fill formulas from top cell. $ - SUBTOTAL $ 110,630.00 Easement Compensation SUBTOTALI $ 110,630.00 SUMMARY: Total Project Cost $ 10,759,506.99 Amount Payable in TxDOT Contract (Joint Bid) $ 7,039,136.50 Utility Cost $ 3,720,370.49 General & Administrative OH 0% $ - Gross Reimbursable to Utility 1 $ 3,720,370.49 Amount Due to TxDOT Via an Advance Funding Agreement $ - SALVAGE and/or Depreciation CREDIT is - BETTERMENT RATIO 1 0.0077Ratio Deduction is - Amount reimbursable after Betterment and Salvage Credit $ 3,720,370.49 ELIGIBILITY RATIO 100.00% NET REIMBURSEMENT TO UTILITY $ 3,720,370.49 0 z W z z w w Oz f� 0 UO >.4a r W O Z O ^ 1 t / M � w x U aw N� w ~ C/1 W Wgn �LL �ad�iF g�S�^i NW�O� V2 ay•„ �N� Z'� 1 � z F z. a m 2 U w a o E .0 Eg m> W 7 y m � W z3'— L W m C y O m m 7.5 W a m > L O lO W•- ?� 0=Em a O U LU �� � c+rmvuiml: `JW :mWm AmWm y :aaaan.aa ^ ama:mmmddm :aaaaaJ J �z :EEEEEEE�d mmmmmmmWc � �EEEEEEEc•� `o c c c c c c c W V 1 V : 00 0m 'o a"o o' � MUUUUUUUUU o mma �vl z W �d0�m ~z LLop err p w 'Ho a MEN man i Lf) f- U) .r-�N t0 r H W N f0 W . i i S H M h M W � f0 z "a x o�-- a 117�ULLJ L 7Q00 n c ° y F = LLJa- c U m W o_ MEN Ilk, N I oil 1 BE toll �� d amaHIM "_a� @g 33 k FVI Ui R KSao p 1��� IF ng o = , 'kill_ w�ff go ig� gig. og- IoW H mtea g 9 MIR N n • n d r. d m d .. 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THE TEE AND BEND SHALL BE CONCRETE ENCASED AS PER THE SANITARY SEWER ENCASEMENTDETAIL THE FULL LENGTH OF THE SERVICE DITCH SHALL BE RU.ED CLEAN OUT TO BE TINSIDE PROPERTYLINE IN 6'LIFTS USING MECHANICAL COMPACTION EQUIPMENT. PIPE SHALL BE BEDDED IN WASHED ROCK PER SECTION aZM. z SEWER CLEAN OUT MUST BE WALLED INSIDE AVALVE BOX WITH COVER LABELED'SEVVER' SEE BOX AL SHEET 2r2 7 PAVEMENT MIN. MR 26 WN. PVCPPE I PIECE OF PIPE z CUT IN TEE (NEW LINE .��C W A F (A I i IN 1116 OR 1/8 BEND MIN. Gf WJE 2% 1115 OR US BEND IL O iLC r ON TEE WASHED ROCIK PVC r IN PER SECTION a=. PROPOSE MA PLUG CAP > 6--.W w COMBINATION WYE AND 1/8 BEND (ONE PE<E) -0 SEESTANDARD SANITARY SEWER ENCASEMENT 0 U F N01103N10 OU"dl c w p{$$ F 3 �3 oN lox Y vc o w� r1 W U rc 6 -� 2 `i t W 3o p 77 tN Cam! j g 0 Z f�Wny Q y�a�+E aa+ww�-b �R p i n 81. U S :4 o �coi z go� WW � i z C = 20 IIII &g � Jai d„ go 3� rr IJ oll ^- o ln a uj i U` v C O x ar } 0 Qjq:Li1aW o wUOO �w z c m E E O c m f� Oo a t m og x m ■on ® ■ow tr ■ y 9 o � - W � o O w 1OHNVW a3mino3a w 6° r �O O r � r O W �� a all;M �� w E a < � a N3 J OO U F od `� 11 17_ E O J _ 1 m W ramr'' ���,, a � Q U� N 0 /------���---- --_--�-- --- \ z , ^ 2 ZLLJ /f\7 . . w§2^di ) \! . y \ ' �Now §) / � S3^ 7 0 || !: ° | k\§| E -Nit. « « \§&§ / 0 1 k B | !§|� | -�� ( � § f|■ � � �§ ---------------------------------------------------------------------- Z o X OF-- a wLU<U zwaw } B Ir1wQQ I V) O g � Fat wD- g =oo U 'c Ua � m E � o u o � .,� n U s g a mom r X S' I ® t Nowmmm � b �� aeon s� MG x �� 53WY� � xraai d0 xld30 YY imt EY+�.. � F -' W��Fb F Z w O m Y a aj C Lj Z w s �o s N N o IL tm53 d ii E V uujjJa y� �1 CC r1 o U I I BpQVON+dS10.5005i\+0009E1Y ii1YH WL4n MV f0i414 YIDi/!I6 I I I --------------------------- Form ROW-U-35 (Rev.0312a) Page 6 Attachment "B" Accounting Method ® Actual Cost Method of Accounting The utility accumulates cost under a work order accounting procedure prescribed by the Federal or State regulatory body and proposes to request reimbursement for actual direct and related indirect costs. ❑ Lump Sum Method of Accounting The Utility proposed to request reimbursement based on an agreed lump sum amount supported by a detailed cost analysis. Initial Date Initial Date TxDOT utility Form ROW-U-35 (Rev. 03/24) Page 7 Attachment "C" Schedule of Work WATER (JOINT -BID) SCHEDULE: Estimated Start Date (mm/dd/yyyy): 09/01/2027, subject to physical work restrictions prior to the issuance of environmental clearance as required by the provisions of this agreement. (If construction will be joint bid and included in the highway contract, enter the project let date.) Estimated Duration (number of days): 577 Estimated Completion Date (mm/dd/yyyy): 03/31/2029 WASTEWATER (NON JOINT -BID) SCHEDULE: Estimated Start Date: 05/01/2025 Estimated Duration: 120 days Estimated Completion Date: 09/01/2025 Initial Date Initial Date TxDOT utility Form ROW-U-35 (Rev.03/24) Page 8 Attachment "D" Statement Covering Contract Work Construction Contract: Complete form ROW-U-48 and ROW U-48-1 if applicable. ❑ Utility performing with their own forces (timesheets will be required at the time of billing). ® Utility will use outside forces to perform the adjustment, complete attached ROW-U-48 or ROW-U-48-1 (joint bid). Wastewater: Solicitation for bids is to be accomplished through open advertising and contract will be awarded to lowest bidder. Bid Tabs will be provided at the time of billing. Water: Joint -bid by TxDOT Engineering Contract: ❑ Utility performing with their own forces (timesheets will be required at the time of billing). ® Utility will use consultant contract (continuing contract rate sheets or fee schedule will be required). ❑ TOOT will procure a utility engineering consultant. Initial Date Initial Date TxDOT utility U-Number: NA Utility ID: 000020217 ROW CSJ Number: 0016-06-114 & 0016-05-116 District: San Antonio County: Guadalupe & Comal Federal Project No.: TBD I, Steve Williams City of Schertz Highway No.: IH35 , a duly authorized and qualified representative of , hereinafter referred to as Owner, am fully cognizant of the facts and make the following statements in respect to work which will or may be done on a contract basis as it appears in the estimate to which this statement is attached. It is more economical and/or expedient for Owner to contract this adjustment, or Owner is not adequately staffed or equipped to perform the necessary work on this project with its own forces to the extent as indicated on the estimate. Procedure to be Used in Contracting Work 0 A. Solicitation for bids is to be accomplished through open advertising and contract is to be awarded to the lowest qualified bidder who submits a proposal in conformity with the requirements and specifications for the work to be performed. Associated bid tabulations will be provided to the State. ❑ B. Solicitation for bids is to be accomplished by circulating to a list of pre -qualified contractors or known qualified contractors and such contract is to be awarded to the lowest qualified bidder who submits a proposal in conformity with the requirements and specifications for the work to be performed. Associated bid tabulations will be provided to the State. Such presently known contractors are listed below: 1. 00 2. ®0 3. ®D 4. DD 5. 00 El C. The work is to be performed under an existing continuing contract under which certain work is regularly performed for Owner and under which the lowest available costs are developed. The existing continuing contract will be made available to the State for review at a location mutually acceptable to the Owner and the State. If only part of the contract work is to be done under an existing contract, give detailed information by attachment hereto. D. The utility proposes to contract outside the foregoing requirements and therefore evidence in support of its proposal is attached to the estimate in order to obtain the concurrence of the State, and the Federal Highway Administration Division Engineer where applicable, prior to taking action thereon (approval of the agreement shall be considered as approval of such proposal). E. The utility plans and specifications, with the consent of the State, will be included in the construction contract awarded by the State. In the best interest of both the State and the Owner, the Owner requests the State to include the plans and specifications for this work in the general contract for construction of Highway in this area, so that the work can be coordinated with the other construction operations; and the construction contract is to be awarded by the State to the lowest qualified bidder who submits a proposal in conformity with the requirements and specifications for the work to be performed. If this option is chosen, attach form ROW-U-48-1, the terms of which are incorporated herein by reference. Signature City Manager Title Date 2 ROW-U-AS-1 (09/18) Page 1 of 2 Statement Covering Utility Construction Contract Work - In the State's Highway Construction Contract (As Referenced in Form ROW-U-48, Option E) Work Responsibilities A. The Utility shall provide the following services under this contract: i. Responsible for engaging the services of a Texas Registered Professional Engineer to prepare drawings and technical specifications for relocations and adjustments along IH 35 North NEX. ii. Provide the plans and specifications to the State to include in the current planning specifications and estimate package being prepared by representatives of the Texas Department of Transportation's New Braunfels Area Office. iii. Secure all necessary permitting as may be required for the installation of the water line. iv. Arrange and coordinate with the contractor, through the State, materials and equipment testing, rejection of all work not conforming to minimum requirements of the construction contract documents, maintenance of the proposed waterline during construction, and the relocation of waterline and connection of services to customers. V. Advise the State of work that Utility determines should be corrected or rejected. vi. Arrange, observe, and inspect all acceptance testing and notify the State of the results of these activities. vii. Provide inspection services for the construction, notify the State of defects and deficiencies in the work, and observe actions of the contractor to correct such defects and deficiencies. viii. Assume all responsibility for the maintenance of the existing waterline during and upon completion of the construction contract. ix. Ensure all Texas Commission on Environmental Quality and all other regulatory rules, regulations and laws are strictly adhered to. X. Prepare and submit both a certificate of substantial completion and a list of observed items requiring completion or correction for the relocations and adjustments to the Project Engineer for concurrence. A. Coordinate all construction activities performed by Utility's staff for the relocations and adjustments through the Project Engineer. ROW-U-48-1 (09/18) Page 2 of 2 B. The State shall provide the following services under this contract: i. Combine the waterline relocation and adjustment plans with the plans being prepared for the Project. ii. Review and approve the final construction plans prior to any construction - related activities. In order to ensure federal and/or state funding eligibility, projects must be authorized by the State prior to advertising for construction.. iii. Advertise for construction bids, issue bid proposals, receive and tabulate the bids, and award and administer the contract for construction of the Project. iv. Negotiate and administer all field changes and change orders required for the Project. All change orders increasing construction costs for Utility's Project shall be submitted to Utility for review and approval together with an evaluation. Utility agrees to review and either approve or disapprove all change orders within five (5) business days after receipt of such order unless Utility Board's approval is necessary in which case Utility shall bring the item to Utility Board as soon as reasonably possible. V. Provide overall project management to supervise the day-to-day activities of the construction and monitor the activities of the contractor to promote the timely and efficient completion of the Project in accordance with the approved Plans and Specifications and construction schedule. vi. Conduct field observations and coordinate with Utility's inspectors and the contractor to cure defects and deficiencies in the construction prior to final acceptance. vii. Make timely payment to the contractor for work performed in connection with the Project. viii. Ensure access and permit Utility's inspectors and other authorized representatives to inspect the waterline construction at all times. ix. Conduct and coordinate final inspection of the Project in the presence of Utility's Engineer and Inspector, transmit final list of items to be completed or repaired and observe contractor correction of same. x. Maintain job file. City of Schertz - Internal Staff hours/rates SSCCCHOE R TZ o gym. Staff Title Activity Hours Rate Total. Travis Westbrook Engineer Teams calls 42 $41.32 $1,735.44 Tammy Lawrence Admin Asst Teams calls/pm 142 $37.48 $5,322.16 Eric Schulze Engineer Project Manager 296 $73.56 $21,773.76 Kathy Woodlee Engineering City Engineer/PM 60 $106.00 $6,360.00 JeradMoheit Water Lead Water/Sewer Tie Ins 132 $56.09 $7,403.88 Paul Lopez Water Crew Water/ Sewer Tie Ins 132 $57.36 $7,571.52 Jeremy Rye[ Water Crew Water / Sewer Tie Ins 132 $45.49 $6,004.68 $56,171.44 City of Schertz - Internal Staff Rates SCHHERTZ Alamo NEX 7330 San Pedro Ave Suite 600 San Antonio, TX 78216 August 27, 2024 Dear Sir or Madam, COMMUNITY. SERVICE. OPPORTUNITY. HUMAN RESOURCE DEPARTMENT My name is Jessica Kurz, and I am the Director of HR and Purchasing for the City of Schertz. I am writing to confirm the hourly and overtime wages for the following employees: Kathy Woodlee Eric Schulze Tammy Lawrence Travis Westbrook Samuel Lopez Bryan Timmons Herman Pacheco Jerad Moheit City Engineer Senior Engineer Admin Assistant Engineer Inspector Inspector Inspector Public Works Paul Lopez Public Works Jeremy Ryel Public Works $106.00/hour $73.56/hour $37.48/hour $41.32/hour $45.79/hour $42.76/hour $43.55/hour $56.09/hour $57.36/hour $45.49/hour $153.53/OT $106.51/OT $51.86/OT $59.56/OT $64.29/OT $59.78/OT $62.82/OT $75.64/OT $70.04/OT $57.36/OT Please contact me with any questions. I can be reached at jkurz(y-?schertz.com or I can be reached directly by phone at 210.619.1152. Jessica Kurz Director of HR and Purchasing 1400 Schertz Parkway Schertz, Texas 78154 210.619.1000 schertz.com U N O U t 0 z x w z LO mom MEN f: AMR ..■ now Form ROW-U-35 (Rev.03/24) Page 9 Attachment "E" Utility Joint Use Agreement — (ROVE-U-JUA) and/or RULIS Permit ❑ Utility Joint Use Agreement (ROW—U—JUA) ❑ Plans with joint use area highlighted are included. ® RULIS Permit Number: TBD The utility should obtain an approved permit before the start of construction inside of the highway right of way. ® Quitclaim will be submitted at the Final Billing Initial Date Initial Date TxDOT Utility Form ROW-U-35 (Rev.03/24) Page 10 Attachment "F" Eligibility Ratio Eligibility Ratio established: 100 % ❑ Non -interstate Highway (Calculations attached) ® Interstate Highway ❑ Toll Road ❑ SP2125 Approved Application (100%) Minute Order #: ❑ Master Utility Agreement ROW Utility Manual Chapter 8, Section 2 In developing the ratio, line length or number of poles is restricted to facilities located within the existing and proposed highway right of way. Facilities located outside the existing and proposed right of way limits will not be used in developing the ratio. Please see example of eligibility ratio calculations below. {f in Public RObv (Eligible) (lrieliglble) Plan Sleet or Existing # of Poles ! xisting # of Poles Page# ti, or LF. 1 _ 0 2 84 90 XA- 2 - Total Exlsung # of Poles or_LF (Eligible)_ l Total Existing # of Poles or LF (Ineligible) Total Existin_9 # of Poles or LF Total Existing # of Poles or LF tEliglblel _divided by the Total Existing # of Poles or LF Initial Date TxDOT Initial Date utility _0_ 22 412 503 915 45 03% Form ROW-U-35 (Rev.03/za) Page 11 Attachment "G" Betterment Calculation and Estimate ❑ Elective Betterment Ratio established: % ❑ Calculation is attached and the justification is included below ❑ A betterment and an in -kind estimate are included ❑ Forced Betterment ❑ To comply with regulated industry standards, laws, and regulations. (Supporting documentation required) ❑ To comply with published current design practice followed by the utility in its own work. (Supporting documentation required) ❑ Due to proposed roadway design. (Provide explanation below) ® Not Applicable A statement explaining Elective and/or Forced Betterment: Initial Date Initial Date TxDOT utility Form ROW-U-35 (Rev. 03124) Page 12 Attachment "H" Proof of Property Interest ® Supporting documentation of compensable property interest that establishes reimbursement eligibility as referenced in Texas Transportation Code §203.092. ❑ Property interest documented through applicable affidavits and required attachments. ❑ ROW-U-Affidavit ® The roadway improvement project is designated as an Interstate Highway project; therefore, no supporting documentation of compensable interest is required. Supporting documentation for existing easements is required for easement replacement. ❑ Toll Road (Supporting documentation of compensable property interest required if more than 50% eligibility ratio is applied) ❑ SP2125 ❑ Master Utility Agreement Initial Date Initial Date TxDOT utility PARCEL 3 - SANITARY SEWER EASEMENT PROP 16" SEWER CROSSING AT STATION 4137+04.87 (see wastewater plans sheet 13) E haff County: Comal Highway: IH 35 C.C.S.J.: 0016-05-111 R.C.S.J.: 0016-06-115 AVO: 35005.015 LEGAL DESCRIPTION OF PARCEL 3 Page 1 of 4 August 8, 2024 PART 1 Being a 0.0105 acre (457 sq. ft.) parcel of land situated in the Rafael Garza Survey, Abstract No. 175 and being a portion of Lot 1, Block 1 of the Texas Tack and Trailer subdivision recorded on March 10, 2005 under Document Number 200506009115 of the Official Public Records of Comal County, Texas (O.P.R.C.C.T.) and a portion of a called 15.000 acre tract described to Schertz 35, LLC. recorded on January 7, 2008 under Document Number 200806000649 of the O.P.R.C.C.T.; said 0.0105 acre parcel being more particularly described as follows: COMMENCING, at a Mag nail with washer stamped "TXDOT SAT SURVEY" found on the existing northwest right-of-way (R.O.W.) line of Interstate Highway 35 (variable width R.O.W.) (Document Number 202106030671, O.P.R.C.C.T) for a south corner of said Lot 1 and said 15.000 acre tract; THENCE, North 590 21' 21" East, along the existing northwest R.O.W. line of said Interstate Highway 35 and the south line of said Lot 1 and said 15.000 acre tract, a distance of 101.03 feet to a '/ inch iron rod with blue plastic cap stamped "HALFF ESMT" set for the POINT OF BEGINNING and south corner of the herein described parcel, having surface coordinates displayed in U.S. survey feet of N: 13,779,077.02, E: 2,211,679.88; 1) THENCE, North 300 54' 53" West, crossing said Lot 1 and said 15.000 acre tract, a distance of 41.44 feet to a point for the west corner of the herein described parcel; 2) THENCE, North 590 21' 21" East, continuing across said Lot 1 and said 15.000 acre tract, a distance of 11.02 feet to a 'h" iron rod with blue plastic cap stamped "HALFF ESMT" set on the northeast line of said Lot 1 and said 15.000 acre tract, and on the southwest line of a called 20 acre tract described to Schertz 35, LLC recorded on November 18, 2016 under Document Number 201606044069 of the O.P.R.C.C.T., and the west line of a 16 foot sanitary sewer easement described to the City of Schertz recorded on April 13, 2009 under Document Number200906011952 of the O.P.R.C.C.T. forthe north cornerof the herein described parcel; 3) THENCE, South 300 54' 53" East (South 300 25' 09" East — record call) along the east line of said Lot 1 and said 15.000 acre tract and the southwest line of said 20 acre tract and said 16 foot easement, a distance of 41.44 feet to a '/ inch iron rod with blue plastic cap stamped "HALFF ESMT" set in the existing northwest R.O.W. line of said Interstate Highway 35 for the east corner of the herein described parcel; 4) THENCE, South 59° 21' 21" West (North 590 21' 21" East — record call) along the existing northwest R.O.W. line of said Interstate Highway 35 and the south line of said Lot 1 and said 15.000 acre tract, a distance of 11.02 feet to the POINT OF BEGINNING and containing 0.0105 acres (457 square feet) of land. 100 NE Loop 410, Suite 200, San Antonio, TX 78216 1 haftcom Page 2 of 4 August 8, 2024 .3E haLff PART 2 Being a 0.0082 acre (356 sq. ft.) parcel of land situated in the Rafael Garza Survey, Abstract No. 175 and being a portion of a called 20 acre tract of land described to Schertz 35, LLC recorded on November 18, 2016 under Document Number 201606044069 of the Official Public Records of Comal County, Texas (O.P.R.C.C.T.); said 0.0082 acre parcel being more particularly described as follows: COMMENCING, at a magnetic nail found on the existing northwest right-of-way (R.O.W.) line of Interstate Highway 35 (variable width R.O.W.) (Document Number 202106030671, O.P.R.C.C.T) for a south corner of Lot 1, Block 1 of the Texas Tack and Trailer subdivision recorded on March 10, 2005 under Document Number 200506009115 of the O.P.R.C.C.T. and a south corner of a called 15.000 acre tract described to Schertz 35, LLC recorded on January 7, 2008 under Document Number 200806000649 of the O.P.R.C.C.T.; THENCE, North 59° 21' 21" East, along the existing northwest R.O.W. line of said Interstate Highway 35 and the south line of said Lot 1 and said 15.000 acre tract, passing at a distance of 112.05 feet a '/2 inch iron rod with blue plastic cap stamped "HALFF ESMT" set for the south corner of said 20 acre tract and the south corner of a 16 foot sanitary sewer easement described to the City of Schertz recorded on April 13, 2009 under Document Number 200906011952 of the O.P.R.C.C.T., continuing for a total distance of 128.05 feet to a '/ inch iron rod with blue plastic cap stamped "HALFF ESMT" set for the POINT OF BEGINNING and the south corner of the herein described parcel, having surface coordinates displayed in U.S. survey feet of N: 13,779,090.79, E: 2,211,703.12; 1) THENCE, North 30' 54' 53" West, crossing said 20 acre tract along the northeast line of said 16 foot easement, a distance of 41.44 feet to a'/2 inch iron rod with blue plastic cap stamped "HALFF ESMT" set for the west corner of the herein described parcel; 2) THENCE, North 590 21' 21" East, continuing across said 20 acre tract, a distance of 8.58 feet to a'h inch iron rod with blue plastic cap stamped "HALFF ESMT" set for the north corner of the herein described parcel; 3) THENCE, South 30° 54' 53" East, continuing across said 20 acre tract a distance of 41.44 feet to a'h inch iron rod with blue plastic cap stamped "HALFF ESMT" set on the northwest R.O.W. line of said Interstate Highway 35 and the south line of said 20 acre tract for the east corner of the herein described parcel; 4) THENCE, South 59° 21' 21" West, along the existing northwest R.O.W. line of said Interstate Highway 35 and the southeast line of said 20 acre tract, a distance of 8.58 feet to the POINT OF BEGINNING and containing 0.0082 acres (356 square feet) of land. Acreage Table Part1 0.0105 acres 457 square feet Part2 0.0082 acres 356 square feet Total 0.0187 acres 813 square feet 100 NE Loop 410, Suite 200, San Antonio, TX 78216 1 halff.com i halff Notes: Page 3 of 4 August 8, 2024 1. The basis of bearing is "grid north". All bearings and coordinates shown are based on the Texas State Plane coordinate system, South Central Zone (4204), North American datum of 1983 (NAD 83) 2011 adjustment, epoch 2010.00 2. All coordinates and distances shown are surface and may be converted to grid by dividing the project surface adjustment factor of 1.00017. 3. All horizontal values were derived and verified by GPS (RTK) observation using the TxDot VRS network, TxDot RRP Station Guadalupe_TXSE. 4. All measurements are in US survey feet. 5. A property description of even date was prepared in conjunction with this plat. 6. Abstracting completed July 10, 2024. 7. Field surveys completed August 1, 2024. This survey was prepared without the benefit of a title commitment, matters of record may exist where non are shown. I hereby certify that this survey was made on the ground of the property shown hereon, under my supervision. J Amanda M. Jon Registered Professional Land Surveyor Texas No. 7010 T.B.P.E.L.S. Surveying Firm No. 10194444 100 NE Loop 410, Suite 200, San Antonio, TX 78216 1 halff.com ............................... AMANDA M. JONAS 7010 "EXHIBIT A" _ J 482 \ 1 35 1 SI / CALLED 0.0357 ACRE PARCEL128 STATE OF TEXAS DOC. NO. 202106021541 O.P.R.C.C.T RECORDED APRIL 22, 2021 \ I VICINRYMAP: N.T.S. I �3 -0 CALLED 20 ACRES I °� SCHERTZ 35, LLC 2 DOC. NO. 201606044069 _ O.P.R.C.C.T. RECORDED NOVEMBER I8, 2026 lug S 30'5453" E 41.44' N 59'21'21' E 8.58, PARCEL 3 PART 2 SANITARY SEWER EASEMENT 0.0082 ACRE 356 SQ. FT. ` A N 30'54'53' W 41.44' P.O.B. W I& SANTTARYSEWER EASEMENT —'I PART 2 ^+ PART A CITY OF SCHERTZ N: 13,779,09D.79 N c _ r r o- N DOC. NO. 20090612952, O.P.R.C.C.T E. 2,2I1,703.12 cay c~ol ai RECORDED APRIL 13, 2009 h S 30'54'53' E 41.44' z - 2 PARCEL 3 PART I SANITARY SEWER EASEMENT N 59'21'21 • E - - 0.0205 ACRE 11.02' -. -,y' 457 50. FT: CALLED I5.000 ACRES SCHERTZ 35, LLC DOC. NO 200806000649 O.P.R.C.C.T. RECORDEDJANUARY07,2008 LOTI,BLOCKI TEXAS TACK AND TRAILER DOC. NO. 20050600115 O.P.R.C.C.T. RAFAEL GARZA SURVEY ABSTRACT NUMBER 275 LEGEND N 30'54'53' W 41,44' P.O.B. — PARTI N: 13,779,077.02 0- E., Z211,679.88 ~ �IW W_N ryl N rv°t _ Ln �-Z P.O.C. al PART 1 & PART 2 — EXISTING RIGHT OF WAY PROPERTY LINE EXISTING EASEMENT LINE — — — — HISTORIC RIGHT OF WAY PARCEL LINE FOUND MAG NAIL WITH WASHER STAMPED'TXDOT SAT SURVEY' p SET 124NCH IRON ROD WITH BLUE CAP STAMPED'HALFF E5Mr CALCULATED POINT P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT R.O.W. RIGHT OF WAY O.P.R.C.C.T. OFFICAL PUBLIC RECORDS, COMAL COUNTY, TEXAS NOTES I. THE BASIS OF BEARING IS "GRID NORTH'. ALL BEARINGS AND COORDINATES SHOWN ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE (4204), NORTH AMERICAN DATUM OF 1983 (NAD 83) 2011 ADJUSTMENT, EPOCH 2O20.00 2. ALL COORDINATES AND DISTANCES SHOWN ARE SURFACEAND MAY BE CONVERTED TO GRID BY DIVIDING THE PROJECT SURFACEADJUSTMENT FACTOR OF 1,00027. 3. ALL HORIZONTAL VALUES WERE DERIVED AND VERIFIED BY GPS (Am OBSEAVATION USING THE TXDOT VRS NETWORK TXDOT RRP STATION GUADALUPE TXSE. 4. ALL MEASUREMENTS ARE IN US SURVEY FEET. S. A PROPERTY DESCRIPT70N OF EVEN DATE WAS PREPARED IN CONJUNCTION WITH THIS PLAT. 6. ABSTRACTING COMPLETED JULY 10, 2024. 7. FIELD SURVEYS COMPLETED AUGUST I, 2024, t I SCALE IN FEET 81/1• X II' I I 0 20 40 I I I Iv CALLED 20 ACRES SCHERTZ 35, LLC DOC. NO. 202606044069 O.P.R.CCT, RECORDED NOVEMBER18,2026 CALLED 15.000 ACRES nIV I SCHERTZ 35, LLC DOC. NO.200806000649 O.P.R.C.GT. RECORDEDJANUARY07,2008 LOT I, BLOCK I TEXAS TACK AND TRAILER DOC. NO. 20050600115 O.P.R.C.C.T. - PARCEL 3 PART 2 r - PARCEL 3 PART 1 s 59'21'21" w 8.58' PARENT TRACT INSET IN 59'2171" E) N.T.S. In M M Q O S 59'21'21" W 11.02' (N 59'21'21' E) (� Z LLI ¢ I m W GC I Z � j l CALLED 0.1286 ACRE l PARCEL 125 STATE OF TEXAS I DOC. NO.202106030671 O.P.R.C.CT RECORDED JUNE 8, 2021 I THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. EASEMENTS OR OTHER MATTERS OF AECORD MAY EXIST WHERE NONE ARE SHOWN. I HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND OF THE PROPERTY SHOWN HEREON, UNDER MYSUPERVISION 0810812024 AMANDA VON DATE REGISTERED PA SSIONAL LAND SURVEYOR TEXAS REGISTRATION NO. 70I0 ACRFAGF TAR/ F PART I 0.0105 ACRE 457 SQUARE FEET PART 2 0.0082 ACRE 356 SQUARE FEET TOTAL 10.0187 ACRE 813 SQUARE FEET PARCEL 4 - SANITARY SEWER EASEMENT PROP 16" SEWER CROSSING AT STATION 4137+04.87 (see wastewater plans sheet 13) .F. halff now County: Comal Highway: IH 35 C.C.S.J.: 0016-05-111 R.C.S.J.: 0016-06-115 AVO: 35005.015 LEGAL DESCRIPTION OF PARCEL 4 Page 1 of 4 August 8, 2024 Being a 0.0067 acre (292 sq. ft.) parcel of land situated in the Rafael Garza Survey, Abstract No. 175 and being a portion of a called 0.119 acre tract of land described to Green Side Investments Group, Inc. recorded on March 19, 2001 under Document Number 200106009338 of the Official Public Records of Comal County, Texas (O.P.R.C.C.T.); said 0.0067 acre parcel being more particularly described as follows: COMMENCING, at a 3-'/4 inch aluminum cap stamped "TEXAS DEPT OF TRANSPORTATION R.O.W. MONUMENT" found on the existing southeast right-of-way (R.O.W.) line of Interstate Highway 35 (variable width R.O.W.) (Document Number 202206005289, O.P.R.C.C.T.) for a corner at a jog in said R.O.W. and a corner on a northwest line of a called 80.4996 acre tract of land described as Tract One to Nolly Caribbean Properties, LLC. recorded on June 15, 2017 under Document Number 201706029109 of the O.P.R.C.C.T.; THENCE, North 300 51' 03" West, along the existing southeast R.O.W. line of said Interstate Highway 35 and a northwest line of said 80.4996 acre tract, a distance of 20.00 feet to a point for a corner of said jog in existing southeast R.O.W. line of said Interstate Highway 35 and a corner on a northwest line of said 80.4996 acre tract; THENCE, South 590 13' 32" West, along the existing southeast R.O.W. line of said Interstate Highway 35 and a northwest line of said 80.4996 acre tract, a distance of 13.08 feet to a Y2 inch iron rod with blue plastic cap stamped "HALFF ESMT" set on the existing southeast R.O.W. line of said Interstate Highway 35 for the POINT OF BEGINNING and the northeast corner of the herein described parcel, having surface coordinates displayed in U.S. survey feet of N: 13,778,792.60, E: 2,211,834.39; 1) THENCE, South 280 10' 33" East (South 270 47' 53" East— deed call) along a northeast line of said 0.119 acre tract and a west line said 80.4996 acre tract, a distance of 12.94 feet, to a '/2 inch iron rod with blue plastic cap stamped "HALFF ESMT" set for the east corner of said 0.119 acre tract and the east corner of the herein described parcel; 2) THENCE, South 180 10' 12" West (South 180 33" 01" West — deed call) along an east line of said 0.119 acre tract and a west line said 80.4996 acre tract, a distance of 10.81 feet to a'/ inch iron rod with blue plastic cap stamped "HALFF ESMT" set on the east line of said 0.119, and the west line of said 80.4996 acre tract for the southeast corner of the herein described parcel; 3) THENCE, South 59° 08' 57" West, crossing said 0.119 acre tract, a distance of 8.15 feet to a '/2 inch iron rod with blue plastic cap stamped "HALFF ESMT" set for the south corner of the herein described parcel; 100 NE Loop 410, Suite 200, San Antonio, TX 78216 1 hatff.com Page 2 of 4 August 8, 2024 ■. halff ■■■ ■ P.U. ■ 4) THENCE, North 300 51' 03" West, continuing across said 0.119 acre tract, a distance of 16.17 feet to a Mag nail with washer set on the west line of said 0.119 acre tract and the east line of a called 0.707 acre tract described to 35 Investments, LTD. recorded on February 15, 2006 under Document Number 200606006391 of the O.P.R.C.C.T. for the west corner of the herein described parcel; 5) THENCE, North 20° 07' 20" East (North 200 30' 00" East — deed call) along the west line of said 0.119 acre tract and the east line of said 0.707 acre tract, a distance of 6.14 feet to a'/2 inch iron rod with blue plastic cap stamped "HALFF ESMT" set on the existing southeast R.O.W. line of said Interstate Highway 35, the west line of said 0.119 acre tract and the east line of said 0.707 acre tract for the northwest comer of the herein described parcel; 6) THENCE, North 590 13' 32" East (South 59' 13' 32" East — record call) along the existing southeast R.O.W. line of said Interstate Highway 35 and a north line of said 0.119 acre tract, a distance of 12.15 feet to the POINT OF BEGINNING and containing 0.0067 acres (292 sq. ft.) of land; 100 NE Loop 410, Suite 200, San Antonio, TX 78216 1 haftcom a' e h a Lff Notes: Page 3 of 4 August 8, 2024 1. The basis of bearing is "grid north". All bearings and coordinates shown are based on the Texas State Plane coordinate system, South Central Zone (4204), North American datum of 1983 (NAD 83) 2011 adjustment, epoch 2010.00 2. All coordinates and distances shown are surface and may be converted to grid by dividing the project surface adjustment factor of 1.00017. 3. All horizontal values were derived and verified by GPS (RTK) observation using the TxDot VRS network, TxDot RRP Station Guadalupe_TXSE. 4. All measurements are in US survey feet. 5. A property description of even date was prepared in conjunction with this plat. 6. Abstracting completed July 10, 2024. 7. Field surveys completed August 1, 2024. Commitment for title insurance prepared by Alamo Title Insurance, GF No. SAT-08-4000082401325, effective date of June 23, 2024, and issued on June 27, 2024. I hereby certify that this survey was made on the ground of the property shown hereon, under my supervision. km t4 . lm4x� Amanda M. JonaK111 Registered Professional Land Surveyor Texas No. 7010 T.B.P.E.L.S. Surveying Firm No. 10194444 100 NE Loop 410, Suite 200, San Antonio, TX 78216 1 halff.com I I I of I ti_ I 3I I M- I �- I STATE OF TEXAS r . LI vt - NO RECORD INFORMATION I I.0 FOUND I_ I \ n "EXHIBIT A" CALLED 0.2980 ACRE I PARCEL129 STATE OF TEXAS i DOC, NO , 202206005289 O.P.A.C.C.T RECORDED FEBRUARY2,2022: I 3 QI z c� �I RAFAEL GARZA SURVEY ABSTRACT NUMBER 175 SCALE IN FEET 812" x 11' 0 10 20 CALLED 0.II9 ACRE ' : GREEN SIDE _ N 30_SI'03" W 20.00_ _ I DOC. NO. 20 09338 G 9y3s ` RECORDED P.O.C. MARCH 29, 2001 � ` PARCEL 4 P.O.B. CALLED 80.4996 ACRE N.,13,778,792.60 TRACTONE E. Z211,834.39 NOLLYCARIBBEANPROPERTIES, LLC PARENT TRACT INSET DOC. NO. 201706029109 O.P.R.C.C.T. N.T.S. S 18010'33" E 12.94, RECORDED JUNE 15, 2017 Lo \ M I \ e h PARCEL 4 M I \ n h 5ANTTARYSEWER EASEMENT 0.0067 ACRE Icz\ S 2\92 SQ. FT. ( "_ CALLED 0.0357ACRE I N 20"07'20° E 6.14' O PARCEL 128 (N 20'30'00' E) T I STATE OFTEXAS LLI DOC. NO. I 20210602154.1 Q I O.P.R.CC.T N30'5I'03"W 16.IT J RECORDED I': � m I APRIL 22, 2021 SETMAG NAIL c Q I 3 -' WITH WASHER cc I I' u I-i CALLED 0.707ACRE ' 35INVESTMENTS,LTD DOC. NO. 200606006391 O.P.R.C.C.T. RECORDED FEBRUARY15,2006 LEGEND • EXISTING RIGHT OF WAY PROPERTYUNE EXISTING EASEMENT LINE - - - - HISTDRICRIGHTOF WAYPARCEL LINE FOUND 3 3144NCH ALUMINUM CAP STAMPED "TEXAS DEPT OF TRANSPORTATION R.O.W. MONUMENT (UNLESS NOTED) O SET W-INCH IRON ROD WITH BLUE CAP STAMPED 'HALFF ESMT' CALCULATED POINT P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT R.O.W. RIGHTOFWAY O.P.R.C.C.T. OFF(CAL PUBUC RECORDS, COMAL COUNTY, TEXAS NOTES: 1. THE BASIS OF BEARING IS 'GRID NORTH'. ALL BEARINGS AND COORDINATES SHOWN ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE (4204), NORTH AMERICAN DATUM OF 1983 (NAD 83) 2011 ADJUSTMENT, EPOCH 2O10.00 2. ALL COORDINATES AND DISTANCES SHOWN ARE SURFACE AND MAY BE CONVERTED TO GRID BY DIVIDING THE PROJECT SURFACE ADJUSTMENT FACTOR OF 1.000I7. 3. ALL HORIZONTAL VALUES WERE DERIVED AND VERIFIED BY GPS (Rm OBSERVATION USING THE TXDOT VRS NETWORK, TXDOT RRP STATION GUADALUPE TXSE. 4. ALL MEASUREMENTS ARE 1N US SURVEY FEET. 5. A PROPERTY DESCAIPTION OF EVEN DATE WAS PREPARED IN CONJUNCTION WITH THIS PLAT. 6. ABSTRACTING COMPLETED JULY 10, 2024, 7. FIELD SURVEYS COMPLETED AUGUST 1, 2024. CALLED PART A J ` 16' SANITARY SEWER EASEMENT CITY OF SCHERTZ DOC. NO. 20090604I347 O.P.R.C.C.T ` RECORDED — NOVEMBER 25, 2009 ` G dp h - - - CALLED 130' CHANNEL EASEMENT - h VOL. 5, PG. 128 of O.P.R.C.C.T RECORDED 10 SEPTEMBER 20, 1976 FOUND I2-INCH T IRON ROD CALLED 0.119 ACRE GREEN SIDE INVESTMENTS GROUP, INC. DOC. NO. 200206009338 10, O.P.R.C.C.T. RECORDED MARCHI9.2002 CITY OF SCHF.RT7. T'RXAS ................................ AMANDA M. JONAS 7010 COMMITMENT FOR TITLE INSURANCE PREPARED BYALAMO TITLE INSURANCE, GF NO. SAT-08-4000082401325, EFFECTIVE DATE OFJUNE 23, 2024, AND ISSUED ONJUNE 27, 202 1 HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND OF THE PROPERTY SHOWN HEREON, UNDER MY SUPERVISION Y'NYIAVrWKti 11ZLy 08'08 2024 AMANDA M.JO DATE REGISTERED PROFESSIONAL LAND SURVEYOR TEXAS REGISTRATION NO, 7020 PARCEL 5 - SANITARY SEWER EASEMENT PROP 10" SEWER STA 4139+53 TO STA 4146+37 (see wastewater plans sheets 18 & 19) halff County: Comal Highway: IH 35 C.C.S.J.: 0016-05-111 R.C.S.J.: 0016-06-115 AVO: 35005.015 LEGAL DESCRIPTION OF PARCEL 6 Page 1 of 3 August 9, 2024 Being a 0.2189 acre (9,534 sq. ft.) parcel of land situated in the Rafael Garza Survey, Abstract No. 175 and being a portion of a called 80.4996 acre tract of land described as Tract 1 to Nolly Caribbean Properties, LLC recorded on June 15, 2017 under Document Number 201706029109 of the Official Public Records of Comal County, Texas (O.P.R.C.C.T.); said 0.2189 acre parcel being more particularly described as follows: COMMENCING, at a % inch iron rod found for a north. corner of said 80.4996 acre tract and the southeast corner of a called 0.0342 acre tract of land described as Tract 2 to the Purpose Church recorded on September 28, 2022 under Document Number 202206042907 of the O.P.R.C.C.T. from which a % inch iron rod found at an angle corner of said 80.4996 acre tract bears South 830 57' 22" East, a distance of 263.09 feet; THENCE, South 81° 13' 01" West, crossing said 80.4996 acre tract, a distance of 73.78 feet to a'/2 inch iron rod with blue plastic cap stamped "HALFF ESMT" set for the POINT OF BEGINNING and the east corner of the herein described parcel, having surface coordinates displayed in U.S. survey feet of N: 13,779,278.15, E: 2,212,691.72; 1) THENCE, South 59° 20' 33" West, continuing across said 80.4996 acre tract, a distance of 700.80 feet to a'/ inch iron rod with blue plastic cap stamped "HALFF ESMT" set on the east line of a called 0.517 acre variable width utility easement described to the City of Schertz, Texas recorded on February 10, 2022 under Document Number 202206006618 for the southwest corner of the herein described parcel; 2) THENCE, North 370 05' 33" East, continuing across said 80.4996 acre tract and along the east line of said 0.517 acre easement, a distance of 37.39 feet to a'h inch iron rod with blue plastic cap stamped "HALFF ESMT" set for the northwest corner of the herein described parcel; 3) THENCE, North 590 21' 14" East, continuing across said 80.4996 acre tract and along the southeast line of a called 0.283 acre 16 foot sanitary sewer easement described to Guadco Municipal Utility Districts No. 1 and No. 2 recorded on September 25, 1986 in Volume 531, Page 835 of the O.P.R.C.C.T., a distance of 652.14 feet to a'/2 inch iron rod with blue plastic cap stamped "HALFF ESMT" set for the northeast corner of the herein described parcel; 4) THENCE, South 75' 43' 01" East, continuing across said 80.4996 acre tract and along the south line of a called 0.013 acre variable width utility easement described to the City of Schertz, Texas recorded on February 10, 2022 under Document Number 202206006619, a distance of 19.86 feet to the POINT OF BEGINNING and containing 0.2189 acre (9,534 sq. ft.) of land; 100 NE Loop 410, Suite 200, San Antonio, TX 78216 1 halff.com Page 2 of 3 August 9, 2024 MEN no F�-- ME h a Iff Notes: 1. The basis of bearing is "grid north". All bearings and coordinates shown are based on the Texas State Plane coordinate system, South Central Zone (4204), North American datum of 1983 (NAD 83) 2011 adjustment, epoch 2010.00 2. All coordinates and distances shown are surface and may be converted to grid by dividing the project surface adjustment factor of 1.00017. 3. All horizontal values were derived and verified by GPS (RTK) observation using the TxDot VRS network, TxDot RRP Station Guadalupe_TXSE. 4. All measurements are in US survey feet. 5. A property description of even date was prepared in conjunction with this plat. 6. Abstracting completed July 10, 2024. 7. Field surveys completed August 1, 2024. Commitment for title insurance prepared by Alamo Title Insurance, GF No. SAT-08-4000082401326, effective date of June 23, 2024, and issued on June 28, 2024. I hereby certify that this survey was made on the ground of the property shown hereon, under my supervision. Amanda M. Jonas Registered Professional Land Surveyor Texas No. 7010 T.B.P.E.L.S. Surveying Firm No. 10194444 100 NE Loop 410, Suite 200, San Antonio, TX 78216 1 halff.com "EXr HIBIT A" CALLED 0.0342 ACRE ,f _ - CALLED 4.626 ACRES TRACT2I TRACT THE PUSE CHURCH ,THE PURSE CHURCH DOC. NOR022 6042907 �ry 9 DOC. NO. PO O.P.R.C.C.T. I�/ O.P.R.C.C.T. RECORDED 4: RECORDED SEPTEMBER 28, 2022 j I y j SEPTEMBER 28, 2022 SCALE IN FEET A 8312'X11' S 75'43'01' E I' P.O.C. 19.86' 0 150 300 S 81*13,02, W 1 73.78' SEE DETAIL CALLED 0.283 ACRE I6' SANITARY SEWER EASEMENT GUADCO MUNICIPAL UTILITY DISTRICTS NO. 1 AND NO. 2 VOL. 531, PG. 835 O.P.R.G.C.T. RECORDED SEPTEMBER 25,1986Ln i �P�95 n1 PARCEL 5 a N Q� z0 ` Lu m UJ V1 Q - CALLED 80.4996 ACRE a '00 TRACT ONE MOLLY CARIBBEAN PROPERTIES, LLC Q DOC.NO.201706029109 ? , O.P.R.C.C.T. .. '` RECORDED DUNE 15, 2017 SEE DETAIL 'A' N 37'05'33' E PARENT TRACT INSET 37.39' N.T.S. i CALLED 0.2980 ACRE - i - PARCEL129 STATE OF TEXAS DOC. NO. 202206005289 CALLED 0.013ACRE O.P.R.C.C.T VARIABLE WIDTH UTILITY EASEMENT RECORDED FEBRUARY 2, 2022 OTHE CITY OF SCHERTZ, TEXAS DOC. NO. 202206006629 0*P.R.C.C.T. RECORDED FEBRUARY 10, 2022 LEGEND MS71NGRIGHTOPWAY PROPERTYLINE EXISTING EASEMENT LINE — — — — HISTORIC RIGHT OF WAY PARCEL LINE FOUND 12-INCH IRON ROD (UNLESS NOTED) O SET 1J2-INCH IRON ROD WITH BLUE CAP STAMPED'HALFF ESMT' CALCULATED POINT P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT R.O.W. RIGHT OF WAY O.P.R.C.C.T. OFFICAI PUBLIC RECORDS, COMAL COUNTY, TEXAS N07ES 1. THE BASIS OF BEARING IS "GRID NORTH'. ALL BEARINGS AND COORDINATES SHOWN ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE (4204), NORTH AMERICAN DATUM OF 1983 (MAD 83) 2011 ADJUSTMENT EPOCH 2OI0.00 2. ALL COORDINATES AND DISTANCES SHOWN ARE SURFACEAND MAY BE CONVERTED TO GRID BY DIVIDING THE PROJECT SURFACE ADJUSTMENT FACTOR OF 1.00017. 3. ALL HORIZONTAL VALUES WERE DERIVED AND VERIFIED BY GPS (R770 OBSEAVATION USING THE TXDOT VRS NETWORK TXDOT ARP STA77ON GUADALUPE TXSE. 4. ALL MEASUREMENT'S ARE IN US SURVEY FEET. 5. A PROPERTY DESCRIPTION OF EVEN DATE WAS PREPARED IN CONJUNCTION WITH THIS PLAT. 6. ABSTRACTING COMPLETEDJULY 10, 2024, 7. FIELD SURVEYS COMPLETED AUGUST I, 2024. n lip P.O.B. RAFAEL GARZA SURVEY E:Z212,691.725 ABSTRACT NUMBER 175 CALLED 80.4996 ACRE TRACT ONE MOLLY CARIBBEAN PROPERTIES, LLC DOC. NO. 202706029209 O.P.R.C.C.T. RECORDEDJUNE 25, 2017 PARCEL 5 SANITARY SEWER EASEMENT 0.2189 ACRE - 9,534 SO. PT CALLED 0.517ACRE `r VARIABLE WIDTH UTILITY EASEMENT THE CRY OF SCHERTZ, TEXAS DOC. NO. 202206006618 O.P.R.C.C.T. RECORDED FEBRUARY20, 2022 CALLED 16' SANITARY EASEMENT VOL. 5, PG.128 `\ O.P.R.C.C.T "` RECORDED 1\ SEPTEMBER 20, 1976 COMMITMENT FOR TITLE INSURANCE PREPARED BYALAMO TITLE INSURANCE, GF NO. SAT-08-4000082401326 EFFECTIVE DATE OF JUNE 23, 2024, AND ISSUED ON JUNE 28, 2024. 1 HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND OF THE PROPERTY SHOWN HEREON, UNDER MYSUPERVISION AMANDA M. JONAS DATE REGISTERED PROFESSIONAL LAND SURVEYOR TEXAS REGISTRATION NO. 7010 .... lu 11 e4 ' 1 2I u7� 1 ... '.- 5.97' PARCEL 5 DETAIL 'B' N.T.S. 30I 5.84' PARCELS 2I W I 23 u�1I •�9��• F I 2 til yl DETAIL 'A" N.T.S. PARCEL 6 - SANITARY SEWER EASEMENT PROP 10" SEWER STA 4146+79 TO STA 4149+54 (see wastewater plans sheet 19 & 20) halfF ■■■ County: Comal Highway: IH 35 C.C.S.J.: 0016-05-111 R.C.S.J.: 0016-06-115 AVO: 35005.015 LEGAL DESCRIPTION OF PARCEL 6 Page 1 of 3 August 8, 2024 Being a 0.0575 acre (2,506 sq. ft.) parcel of land situated in the Rafael Garza Survey, Abstract No. 175 and being a portion of a called 4.626 acre tract of land described as Tract 1 and a portion of a called 0.0342 acre tract of land described as Tract 2 to The Purpose Church recorded on September 28, 2022 under Document Number 202206042907 of the Official Public Records of Comal County, Texas (O.P.R.C.C.T.); said 0.0575 acre parcel being more particularly described as follows: COMMENCING, at a '/ inch iron rod found on the north line of a called 80.4996 acre tract of land described as Tract One to Nolly Caribbean Properties, recorded on June 15, 2017 under Document Number 201706029109 of the O.P.R.C.C.T. for the southwest corner of said 4.626 acre tract and the southeast corner of said 0.0342 acre tract from which a '/z inch iron rod found at an angle corner of said 4.626 acre tract bears South 830 57' 22" East, a distance of 263.09 feet; THENCE, North 830 57' 22" West, along the south line of said 0.0342 acre tract and a northern line of said 80.4996 acre tract, a distance of 46.47 feet to a '/2 inch iron rod with blue plastic cap stamped "HALFF ESMT" set for the POINT OF BEGINNING and the west corner of the herein described tract having surface coordinates displayed in U.S. survey feet of N: 13,779,294.31, E: 2,212,718.42; 1) THENCE, North 14' 13' 32" East, crossing said 0.0342 acre tract along the east line of a called 0.005 acre variable width utility easement described to the City of Schertz, Texas recorded under Document Number 201806029104 of the O.P.R.C.C.T., a distance of 19.38 feet to a'/ inch iron rod with blue plastic cap stamped "HALFF ESMT" set on the southeast line of a 16 foot sanitary sewer easement described to Guadco Municipal Utility Districts No. 1 and No. 2 recorded on August 8, 1986 in Volume 522, Page 777 of the O.P.R.C.C.T. for the northwest corner of the herein described parcel; 2) THENCE, North 590 21' 14" East, crossing said 0.0342 acre tract and crossing said 4.626 acre tract and along the southeast line of said 16 foot easement, a distance of 83.36 feet to a '/ inch iron rod with blue plastic cap stamped "HALFF ESMT" set for the north corner of the herein described parcel; 3) THENCE, North 62° 47' 15" East, continuing along the southeast line of said 16 foot easement and crossing said 4.626 acre tract, a distance of 129.22 feet to a % inch iron rod with blue plastic cap stamped "HALFF ESMT" set for the northeast corner of the herein described parcel; 4) THENCE, South 30° 38' 04" East, crossing said 4.626 acre tract, a distance of 5.95 feet to a '/2 inch iron rod with blue plastic cap stamped "HALFF ESMT" set for the east corner of the herein described parcel; 100 NE Loop 410, Suite 200, San Antonio, TX 78216 1 hafteom .2E haLff Page 2 of 3 August 8, 2024 5) THENCE, South 59° 20' 33" West, continuing across said 4.626 acre tract and crossing said 0.0342 acre tract, a distance of 226.03 feet to the POINT OF BEGINNING and containing 0.0575 acre (2,506 sq. ft.) of land; Notes: 1. The basis of bearing is "grid north". All bearings and coordinates shown are based on the Texas State Plane coordinate system, South Central Zone (4204), North American datum of 1983 (NAD 83) 2011 adjustment, epoch 2010.00 2. All coordinates and distances shown are surface and may be converted to grid by dividing the project surface adjustment factor of 1.00017. 3. All horizontal values were derived and verified by GPS (RTK) observation using the TxDot VRS network, TxDot RRP Station Guadalupe_TXSE. 4. All measurements are in US survey feet. 5. A property description of even date was prepared in conjunction with this plat. 6. Abstracting completed July 10, 2024. 7. Field surveys completed August 1, 2024. Commitment for title insurance prepared by Alamo Title Insurance, GF No. SAT-08-4000082401327, effective date of June 9, 2024, and issued on June 17, 2024. I hereby certify that this survey was made on the ground of the property shown hereon, under my supervision. '�,�IVLntGZ� Amanda M. Jonas Registered Professional Land Surveyor Texas No. 7010 T.B.P.E.L.S. Surveying Firm No. 10194444 100 NE Loop 410, Suite 200, San Antonio, TX 78216 1 haftcom / 482 \ 35 1 � , �N ' SITE O%�/ 35 D0 Cop. ptl 1103 \ \ I VICINITY MAP: N.T.S. "EXHIBIT A" 6.00' I - 5.95' '04° E I � 5.95 I I r I II 16' SANITARY SEWER EASEMENT GUADCO MUNICIPAL UTILITY DISTRICTS NO. 1 AND NO. 2 VOL. 522, PG. 777 O.P.R.C.C.T. RECORDED AUGUST 8,1986 CALLED 0.1328 ACRE PARCEL I30 STATE OF TEXAS DOC. NO. 202106007389 O.P.R.C.C.T RECORDED FEBRUARY 02, 2021 6.00' 95 ov /�--rnXx Ln D= Q PARCEL 6 TRACT I & 2 Lu THE PURPOSE CHURCH F— W DOC. NO. 202206042907 to m RECORDED SEPTEMBER 28,2022fx W PARENT TRACT INSET N.T.S. 5.98, — N 14°13'32" E 19.38' CALLED 0.005 ACRE f VARIABLE WIDTH UTILITY EASEMENT THE CITY OF SCHERTZ, TEXAS DOC. NO. 201806029104 O.P.R.C.C.T. RECORDEDJULY26,2018 LEGEND • EXISTING RIGHT OF WAY PROPERTY LINE EXISTING EASEMENT ONE - - - - HISTORIC RIGHT OF WAY PARCEL ONE FOUND 1R4NCH IRON ROD (UNLESS NOTED) 0 SET 1124NCH IRON ROD WITH BLUE CAP STAMPED'HALFF ESMI' • CALCULATED POINT P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT R.O.W. RIGHFOFWAY O.P.R.C.C.T. OFFICAL PUBLIC RECORDS, COMAL COUNTY, TEXAS NOTES: 1. THE BASIS OF BEARING IS "GRID NORTH". ALL BEARINGS AND COORDINATES SHOWN ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE (4204), NORTH AMERICAN DATUM OF I983 (NAD 83) 2011 ADJUSTMENT, EPOCH 2O10.00 2. ALL COORDINATES AND DISTANCES SHOWN ARE SURFACE AND MAY BE CONVERTED TO GRID BY DR/IDING THE PROJECT SURFACE ADJUSTMENT FACTOR OF I.00017. 3. ALL HORIZONTAL VALUES WERE DERIVED AND VERIFIED BY GPS (RTX) OBSERVATION USING THE 7XDOT VRS NETWORK TXDOT RRP STATION GUADALUPE TXSE. 4. ALL MEASUREMENTS ARE IN US SURVEY FEET. S. A PROPERTY DESCRIPTION OF EVEN DATE WAS PREPARED IN CONJUNCNON WITH THIS PLAT. 6. ABSTRACTING COMPLETED DULY 10, 2024. 7. FIELD SURVEYS COMPLETED AUGUST 1, 2024. 1 I I 1 1 I I I I I I . I� I f W SCALE IN FEET 8'12' X l l ° 0 40 80 RAFAEL GARZA SURVEY ABSTRACT NUMBER 175 CALLED 4.626 ACRES TRACT 1 THE PURPOSE CHURCH DOC. NO. 202206042907 O.P.R.C.C.T. RECORDED SEPTEMBER 28, 2022 PARCEL 6 SANITARY SEWER EASEMENT 0.0575 ACRE Z506 SQ. FT. CALLED 80.4996 ACRE TRACT ONE MOLLY CARIBBEAN 6 PROPERTIES, LLC Y DOC. NO. 201706029109 h O.P.R.C.C.T. f l4 RECORDED JUNE 15, 2017 rh1 /J, lb 1 / -- -CALLED 0.0342 ACRE TRACT2 THE PURPOSE CHURCH DOC. NO. 202206042907 O.P.R.C.C.T. RECORDED SEPTEMBER 28, 2022 1 a6a� P.O.C. R� �h v — P.O.B. N:13,779.294.31 E 2 212 718 42 ` — CALLED 0.013 ACRE I I VARIABLEW/DTHUTILTTYEASEMENT / THE CITY OF SCHERTZ, TEXAS DOC. NO.202206006619 O.P.R.C.C.T. I RECORDED FEBRUARY 20, 2022 COMMITMENT FOR TITLE INSURANCE PREPARED BYALAMO TITLE INSURANCE, GF. NO. SAT-0-4000082401327, EFFECTIVE DATE OF JUNE 9, 2024 AND ISSUED ON JUNE 17, 2024 1 HEREBY CERTIFY THAT THIS SURVEY WAS MADE ON THE GROUND OF THE PROPERTY SHOWN HEREON, UNDER MY SUPERVISION Y rw°wvv lLQ�J 08 08 2029 AMANDA M! JON DATE REGISTERED PROFESSIONAL LAND SURVEYOR TEXAS REGISTRATION NO. 7010 PARCEL 7 - SANITARY SEWER EASEMENT PROP 10" SEWER STA 4038+37.93 TO STA 4039+39.15 (see wastewater plans sheet 16) 'r" halff son Issued Date: February 2, 2025 Revised Date: February 6, 2025 County: Guadalupe AVO: 35005.015 LEGAL DESCRIPTION OF PARCEL 7 Page 1 of 3 Being a 0.0363 acre (1,581 sq. ft.) parcel of land situated in the Robert Martin & JF Walker Survey, Abstract No. 244 and being a portion of Lot 1 of the Weiderstein Ranch Subdivision recorded in Volume 8, Page 784 of the Map and Plat Records of Guadalupe County, Texas and also being a portion of a tract of land described to Mi Red Vines, LLC in a Special Warranty Deed recorded on January 17, 2023 under Document Number 202399001268 of the Official Public Records of Guadalupe County, Texas (O.P.R.G.C.T.); said 0.0363 acre parcel being more particularly described as follows: COMMENCING at a 3-1/4 inch aluminum cap stamped "TEXAS DEPT OF TRANSPORTATION R.O.W. MONUMENT" found on the existing south right of way (R.O.W.) line of Interstate Highway 35 (variable width R.O.W.) for the northwest corner of said Lot 1 and said Mi Red Vines, LLC tract and the northeast corner of a called 18.761 acre tract described to Schertz Station, LTD in a Warranty Deed recorded on November 17, 2023 under Document Number 202399028270 of the Official Public Records of Guadalupe County, Texas (O.P.R.G.C.T.), THENCE along a westerly line of said Lot 1 and said Mi Red Vines, LLC tract and east line of said 18.761 acre tract, South 310 15' 57" East for a distance of 47.20 feet to a point for the POINT OF BEGINNING and the northwest corner of the herein described parcel having surface coordinates displayed in U.S. survey feet of N=13,773,595.37, E=2,203,590.91; 1) THENCE over and across said Lot 1 and said Mi Red Vines, LLC tract, North 410 56' 23" East for a distance of 75.57 feet to a point for an angle corner of the herein described parcel; 2) THENCE continuing over and across said Lot 1 and said Mi Red Vines, LLC tract, North 31 ° 16' 06" West for a distance of 3.14 feet to a point for an angle corner of the herein described parcel; 3) THENCE continuing over and across said Lot 1 and said Mi Red Vines, LLC tract, North 580 43' 54" East fora distance of 25.01 feet to a point in the east line of said Lot 1 and said Mi Red Vines, LLC tract and the west line of a called 21.50 acre tract described to Bussey's, LTD. in a Warranty Deed recorded on September 10, 1984 under Volume 717, Page 727 of the Official Public Records of Guadalupe County, Texas for an angle corner of the herein described parcel; 100 NE Loop 410, Suite 200, San Antonio, TX 78216 1 haftcom Page 2 of 3 4) THENCE with the east line of said Lot 1 and said Mi Red Vines, LLC tract and the west line of said 21.50 acre tract, South 31 ° 15' 57" East (South 310 15' 57" East — deed call) for a distance of 24.34 feet to a point for an angle corner of the herein described parcel from which a 5/8 inch iron rod found for the southeast corner of said Lot 1 and said Mi Red Vines, LLC tract bears South 310 15' 57" East at a distance of 1,272.51 feet; 5) THENCE over and across said Lot 1 and said Mi Red Vines, LLC tract, North 79' 22' 40" West for a distance of 14.65 feet to a point for an angle corner of the herein described parcel; 6) THENCE continuing over and across said Lot 1 and said Mi Red Vines, LLC tract, South 41 ° 56' 23" West for a distance of 90.30 feet to a point on a westerly line of said Lot 1 and said Mi Red Vines, LLC tract and the east line of said 18.761 acre tract for an angle corner of the herein described parcel from which a found 5/8 inch iron rod for a northerly angle corner of said Lot 1 and said Mi Red Vines, LLC tract bears South 31 ° 15' 57" East for a distance of 278.68 feet; 7) THENCE along the west line of said Lot 1 and said Mi Red Vines, LLC tract and the east line of said 18.761 acre tract, North 310 16' 12" West for a distance of 15.67' to the POINT OF BEGINNING and containing 0.0363 acre (1,581 sq. ft.) of land: Notes: 1. The basis of bearing is "Grid North". All bearings and coordinates shown are based on the Texas State Plane Coordinate System, South Central Zone (4204), North American Datum of 1983 (NAD 83) 2011 adjustment, EPOCH 2O10.00 2. All coordinates and distances shown are surface and may be converted to grid by dividing the project surface adjustment factor of 1.00017. 3. All horizontal values were derived and verified by GPS (RTK) observation using the TxDOT VRS network, TxDOT RRP station guadalupe_txse. 4. All measurements are in us survey feet. 5. A plat of even date was prepared in conjunction with this property description. Revised Date: February 6, 2025 — Revised corner description. I hereby certify that this survey was made on the ground of the property shown hereon, under my supervision. Amanda M. Jo as Registered Professional Land Surveyor Texas No. 7010 T.B.P.E.L.S. Surveying Firm No. 10194444 "EXHIBIT A" SCALE IN FEET 0 40 80 ,f G` 6$00, Aoll ELECTRIC, GAS, TELEPHONE, CABLE TV, SANITARY SEWER & LIFT STATION EASEMENT f / r VOL. 8, PG, 784 M.P.R.G.C.T. l / i CALLED 0.0559 ACRE E ' / PARCEL 36STA DOC. NO2 0209 036149 jOF % O.P.R.G.C.T / / RECORDED DECEMBER 14, 2020Ll / �s , t P.O.B. �G N: 13,773,595.37 E. 2,203,590.91 ROBERT MARTIN & JF WALKER SURVEY ABSTRACT NUMBER 244 PARCEL 7 SANITARYSEWER EASEMENT 0.0363 ACRE 1,581 SQ. FT. MI RED VINES, LLC DOC. NO. 202399001268 O.P.R.G.C.T. RECORDEDJANUARYI7,2023 LOT WIEDERSTEIN RANCH SUBDIVISION VOL. 8, PG. 784 M.P.R.G.C.T. fCALLED -I8.761 ACRES tea. �. HERTZ STATION, LTD DOC. NO' 202399028270 o O.P.R.G.C.T. �. RECORDED NOVEMBER 17, 2023 vc, 'off a � m l a� REVISED DATE: FEBRUARY 6, 2025 - REVISED CORNER DESCRIPTION. LEGEND • EX157TNGRIGHFOFW4Y PROPERTYLINE EXIS77NG EASEMENFLINE - - - - HISTORIC RIGHT OF WAY PARCEL LINE FOUND 3114-INCH ALUMINUM CAP STAMPED "TEXAS DEPFOF TRANSPORTATION R.O.W. MONUMENT' (UNLESS NOTED) Q SET 112-4NCH IRON ROD WITH BLUE CAP STAMPED "HALFF ESMP CALCULATED POINT P.O.B. POINT OF BEGINNING P.O.C. POINT OF COMMENCEMENT R.O.W. AIGHTOFWAY M.P.R.G.C.T. MAPAND PLAT RECORDS• GUADALUPECOUNTY, TEXAS O.P.R.G.C.T. OFFICAL PUBLIC RECORDS GUADALUPE COUNTY, TEXAS NOTES: I. THE BASIS OF BEARING IS "GRID NORTH". ALL BEARINGS AND COORDINATES SHOWN ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE (4204), NORTH AMERICAN DATUM OF 1983 (NAD 83) 2011 ADJUSTMENT, EPOCH 2O10.00 2. ALL COORDINATES AND DISTANCES SHOWN ARE SURFACE AND MAY BE CONVERTED TO GRID BY DIVIDING THE PROJECT SURFACE ADJUSTMENT FACTOR OF 1.00027. 3. ALL HORIZONTAL VALUES WERE DERIVED AND VERIFIED BY GPS OI770 OBSERVATION USING THE TXDOT VRS NETWORK TXDOT RRP STATION GUADALUPE TXSE. 4. ALL MEASUREMENTS ARE IN US SURVEY FEET. 5. A PROPERTY DESCRIPTION OF EVEN DATE WAS PREPARED IN CONJUNCTION WITH THIS PLAT. 6. ABSTRACTING COMPLEIED JULY I0, 2024. 7. FIELD SURVEYS COMPLETEDJANUARY24, 2025. FOUND 518-INCH IRON ROL WITH YELLOW CAP LINE CALLED 21.50 ACRE TRACT BUSSEY'S, LTD. VOL. 717, PG. 727 O.P.R.G.C.T. SEPTEMBER I0,1984 IH 35 F PARCEL 7 c•a N FOUND 518-INCH IRON ROD FOUND 5184NCH IRON ROD MI RED VINES, LLC WITH YELLOW CAP DOC. NO, 20239900I268 STAMPED "SPOONER" O.P.R.G.C.T. RECORDED JANUARY 17, 2023 LINE # BEARING DISTANCE LI N 31.16'06' W u N 58"43'54' E 25.OI' L3 S 31 "15'57' E 24.34' L4 N 79"22'40' W 14.65' L5 N31'I6'12'Wl 15.67 THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. EASEMENTS OR OTHER MATTERS OF RECORD MAY EXIST WHERE NONE ARE SHOWN. 1 HEREBYCERT7FY THAT THIS SURVEY WAS MADE ON THE GROUND OF THE PROPERTY SHOWN HEREON, UNDER MY SUPERVISION 4MXM1(0. 02/06/2025 AMANDA M. JCVAS DATE REGISTERED PROFESSIONAL LAND SURVEYOR TEXAS REGISTRAT70N NO. 7010 FOUND 518-INCH IRON ROD PARENT TRACT INSET N.T.S.