Loading...
HomeMy WebLinkAbout064728 - Construction-Related - Contract - South-Point ConstructorsSoutheast Connector Project DB CONTRACTOR-MANAGED UTILITY ASSEMBLY: SEC-U-0520-17 Relocation ID #’s: 1144 & 3125 City of Fort Worth 200 Texas St. Fort Worth, Texas 76102 (817) 392-8480 South-Point Constructors, a Joint Venture 2050 Roanoke Road, Suite 100 Westlake, Texas 76262 Phone: (682) 362-6000 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 CSC No. 64728 DOCUMENTATION OF REQUIRED INTERNAL APPROVALS _____________________________ Kevin McMinniman _____________________________ Andy Pawloski Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 UAAA-17 – SEC-U-0520-17 CSJ: R-0008-13-242; C-0008-13-250 PROJECT NAME: _Southeast Connector ADDITIONAL ROUTING SIGNATURES CITY OF FORT WORTH Contract Compliance Manager: By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. John R. Kasavich, P.E. / Name of Employee/Signature Title: Engineering Manager_________________ Email: john.kasavich@fortworthtexas.gov APPROVAL RECOMMENDED: BY: ____________________________ Chris Harder, P.E. Director Water Department Email: chris.harder@fortworthtexas.gov CONTRACT AUTHORIZATION M&C: N/A________ Date Approved: N/A__________ Form 1295: N/A APPROVED AS TO FORM AND LEGALITY: BY: ____________________________ Douglas W. Black Senior Assistant City Attorney Email: douglas.black@fortworthtexas.gov ATTEST AS TO CITY MANAGER SIGNATURE: BY: ___________________________ Jannette S. Goodall City Secretary Email: Jannette.Goodall@fortworthtexas.gov Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Page 1 of 1 Utility Adjustment Agreement Section 1. Transmittal Memo SEC-U-0520-17 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 UTILITY ASSEMBLY TRANSMITTAL MEMORANDUM Utility Assembly No.: SEC-U-0520-17 SOUTH-POINT CONSTRUCTORS Page 1 of 2 2050 Roanoke Road, Suite 100, Westlake, Texas 76262 (682) 362 6000 Mr. David M. Salazar, P.E. District Engineer Fort Worth District 2501 S W Loop 820 Fort Worth, Texas 76133 RE: Transmittal Memo: Utility Adjustment Assembly, SEC-U-0520-17, City of Fort Worth, Water and Wastewater, CSJ-R-0008-13-242; CSJ-C-0008-13-250, Limits from Forest Hill Drive to Little Road on IH20, from IH20 to Brentwood Stair Road on IH820, and from Sublett Road to Village Creek Road on US287. Dear Mr. Salazar, South-Point Constructors, a Joint Venture (South-Point) is submitting this Utility Assembly for the Utility Adjustment Agreement SEC-U-0520-17, for utilities owned by the City of Fort Worth (Owner) located within the Southeast Connector (Project) corridor that are in conflict with Project improvements and located at the following station limits: Relocation ID # 1144 (Utility ID # 11009): One 16” CI water line crossing the UPRR ROW from south/north on the west side of IH820 from approximately IH820 FR Station 509+33 to approximately IH820 FR Station 511+54, then proceeding north/northwest up to Tension Drive from approximately IH820 FR Station 511+54 to approximately IH820 FR Station 516+21, and one 8” PVC water line running east/west along the west side of IH820 in between the UPRR ROW and Tension Drive at approximately IH820 FR Station 512+85. Relocation ID # 3125 (Utility ID #’s 31006 & 31051): One 10” VC/CI wastewater line crossing the UPRR ROW from south/north on the west side of IH820 from approximately IH820 FR Station 509+16 to approximately IH820 FR Station 511+54, then proceeding north/northwest up to Tension Drive from approximately IH820 FR Station 511+54 to approximately IH820 FR Station 516+11, and one 8” Concrete wastewater line on the west side of IH820 running east/west along the north side of Tension Drive at approximately IH820 FR Station 516+11. The estimated cost for this Utility Assembly is $3,697,611.98. The final cost will be paid by South-Point according to actual accumulated costs. The relocation is 100% compensable for the Owner based upon ratios defined in the Project Contract Documents. This DB Contractor-Managed Agreement consists of components required by the Contract Documents including Transmittal Memo, TxDOT Utility Adjustment Checklist, Utility Adjustment Agreement, Plans & Specifications, Cost Estimate, TxDOT U-48 Form (if applicable), Utility Joint Use Agreement Form (if applicable), Affidavit(s) of Property Interest Form (if applicable), No Conflict Sign- Off Forms, Right of Way Maps, and Utility Installation Request (if applicable). Halff Associates provided the plans on behalf of Owner, which were signed and sealed by Leah M. Hodge, P.E. These DB Contractor-Managed plans have been reviewed and approved for UAR compliance. Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 01/05/2026 UTILITY ASSEMBLY TRANSMITTAL MEMORANDUM Utility Assembly No.: SEC-U-0520-17 SOUTH-POINT CONSTRUCTORS Page 2 of 2 2050 Roanoke Road, Suite 100, Westlake, Texas 76262 (682) 362 6000 South-Point will conduct the necessary pre-construction meeting to address safety and environmental issues prior to performing any adjustment related activities on the Project. All safety, traffic control, and environmental issues will be complied with during construction activities in the vicinity of the line to maintain the integrity of the Owner’s facilities and to protect the traveling public. South-Point and the Owner have executed this Utility Assembly, and respectfully recommend that you approve this Utility Adjustment Assembly SEC-U-0520-17, as submitted. Please contact us if you have any questions or require additional information. Recommended for Approval: Signed __________________________ Signed __________________________ Date __________________________ Date __________________________ Matt Ceresa Jeffrey Hunter, P.E. Utility Manager Utility Design Coordinator South-Point Constructors, a Joint Venture CSJ Engineering Associates, LLC Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 12/29/202501/05/2026 Page 1 of 1 Utility Adjustment Agreement Section 2. Table of Contents SEC-U-0520-17 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 SEC-U-0520-17 Page 1 Table of Contents Utility Adjustment Assembly, SEC-U-0520-17 Section 1. Transmittal Memo Section 2. Table of Contents Section 3. Utility Adjustment Checklist Section 4. Utility Agreement Section 5. Plans and Specifications Section 6. Cost Estimates Section 7. TxDOT U-48 Form Section 8. Utility Joint Use Agreement Form Section 9. Affidavit of Property Interests Section 10. Utility No Conflict Sign-off Forms Section 11. Abandonment Letter Section 12. Quitclaim Deed Section 13. ROW Maps Section 14. Utility Installation Request Section 15. RFC Plans Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Page 1 of 1 Utility Adjustment Agreement Section 3. Utility Adjustment Checklist SEC-U-0520-17 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Texas Department of Transportation Form DB-ROW-U-AdjCheck REV 07/2018 Page 1 of 7 Texas of Transportation Department UTILITY ADJUSTMENT CHECKLIST (To be included with Utility Assembly Submittal) U-No.: SEC-U-0520-17 District: Fort Worth Utility Owner: City of Fort Worth County(ies): Tarrant CSJ No(s).: R-0008-13-242; C-0008-13-250 Project Limits: IH20 from Forest Hill Drive to Little Road; IH820 from IH20 to Brentwood Stair Road; and US287 from Sublett Road to Village Creek Road Federal ROW Project No.: F-2022(675) Reimbursement (check one (1) box): Actual Cost Lump Sum Non-Reimbursable Alternate Procedure Approval Date: December 4th, 2023 Description of Work: This Assembly consists of adjusting approximately 1,633 LF of water and wastewater lines located along the Southeast Connector Project corridor. The water and wastewater lines will be abandoned and adjusted to comply with the TxDOT Utility Accommodation Rules (UAR). Estimated Start Date: May 4th, 2026 Estimated Completion or Duration: August 24th, 2026 Estimated Total Adjustment Costs: $3,697,611.98 Estimated Betterment (in dollars and calculated %): $0.00 0% Estimated Accrued Depreciation: $0.00 Estimated Salvage: $1.00 Credits and Vouchers: $0.00 Eligibility Ratio (calculated and supported %) $3,697,610.98 0% Noteworthy Issues/Items: Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Texas Department of Transportation Form DB-ROW-U-AdjCheck REV 07/2018 Page 2 of 7 Texas of Transportation Department ASSEMBLY PACKAGE 1. Have the required number of Utility Adjustment Assemblies of which the TxDOT Copy is color coded, been submitted? Yes No N/A 2. Have the following forms been submitted? PUAA/UAAA: Yes No N/A UJUA: Yes No N/A Statement - Contract Work: Yes No N/A U-1 Affidavit: Yes No N/A Quitclaim Deed: Yes No N/A UM/UDC Sign Off: Yes No N/A 3. Are all forms submitted complete and correct for the situation/circumstance of the Utility Adjustment? Yes No N/A TRANSMITTAL MEMO 4. If the Adjustment has unique characteristics, does the transmittal include explanations and clarifications? Yes No N/A 5. Has a recommendation for approval been stated? Yes No N/A 6. If the Utility Adjustment is in more than one (1) RCSJ (Local Jurisdictional Boundary), have the percentages in each jurisdiction been detailed? Yes No N/A UTILITY ADJUSTMENT AGREEMENT 7. Have language modifications to the utility agreement been approved by TxDOT? Yes No N/A Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Texas Department of Transportation Form DB-ROW-U-AdjCheck REV 07/2018 Page 3 of 7 Texas of Transportation Department 8. Has the Utility consultant-engineering contract been reviewed and approved by the Developer’s Utility Manager (UM)? Yes No N/A UTILITY ADJUSTMENT PLANS AND SPECIFICATIONS 9. Plans folded so as to fit into 8.5” x 11” file? Yes No N/A 10. Have the Utility Adjustments been designed for the Proposed Configuration? Yes No N/A 11. Project or vicinity plan provided? Yes No N/A 12. Have the plans for the Utility Adjustment been sealed by a Registered Professional Engineer (PE)? Yes No N/A 13. Has the Utility Owner signed the cover sheet of the plans verifying review and approval, if Developer is responsible for Engineering on either Owner Managed or Developer Managed Agreement? Yes No N/A 14. Backfill requirements met (item 400 referenced)? Yes No N/A 15. If excavation is required, do the plans included a note on OSHA trench excavation protection? Yes No N/A 16. Is a note provided in the plans that the adjustment will conform with the TMUTCD? Yes No N/A 17. If the adjustment involves a plastic water, sanitary sewer, or gas line, has a metal detection wire been included in the estimate or with detailed in the plans? Yes No N/A Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Texas Department of Transportation Form DB-ROW-U-AdjCheck REV 07/2018 Page 4 of 7 Texas of Transportation Department 18. Has Barlow’s Formula information been submitted for un-encased high pressure pipelines? (The Barlow’s calculation must be provided by the utility owner. The following information is required to complete Barlow’s formula. S=Yield Strength, Wall thickness = t, Outside Diameter = D, Design Factor = F. Maximum Operating Pressure must also be given and compared to the pressure calculated with Barlow’s. The Barlow calculation must be shown with the submission.) Yes No N/A 19. If the pipeline is un-encased, is there adequate coating, wrapping and cathodic protection? Yes No N/A 20. Information on plans sufficient and adequate to: Determine necessity and justification of proposed work? Yes No N/A Demonstrate Utility Accommodation Rules compliance? Yes No N/A Indicate highway stationing, existing and proposed ROW, offsets from proposed ROW, existing and proposed grades, and edge of pavement lines? Yes No N/A Provide any other necessary or essential information such as pressure, flow, offset, type, condition, wall thickness, specifications etc.? Yes No N/A 21. Is this Utility Adjustment within ROW project limits or directly related to work required within project limits? Yes No N/A 22. Are any of the proposed utility facilities installed longitudinally within a control of access? Yes No N/A Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Texas Department of Transportation Form DB-ROW-U-AdjCheck REV 07/2018 Page 5 of 7 Texas of Transportation Department COST ESTIMATE 23. Has the Developer’s Utility Design Coordinator located on the plans the major items of material listed on the estimate by scaling or stationing? Yes No N/A 24. If the agreed sum method has been marked, has a detailed, itemized estimate and matching plans been provided? Yes No N/A 25. Is the estimate properly and adequately itemized and detailed? Yes No N/A 26. Are overheads and loadings checked for reasonableness? Yes No N/A 27. Replacement utility ROW charges justified and supported? Yes No N/A 28. Eligibility ratio calculated and recommended? Yes No N/A 29. Betterment credit applicable? Yes No N/A If yes, is credit calculated and applied properly? Yes No N/A Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Texas Department of Transportation Form DB-ROW-U-AdjCheck REV 07/2018 Page 6 of 7 Texas of Transportation Department 30. Accrued Depreciation credit applicable? Yes No N/A If yes, is credit calculated and applied properly? Yes No N/A 31. Salvage credit applicable? Yes No N/A If yes, is credit applied properly? Yes No N/A 32. Estimate extensions checked? Yes No N/A AFFIDAVIT OF PROPERTY INTEREST 33. Proof of compensable property interest established by utility where applicable? Yes No N/A If yes, according to the “Real Property Interest” paragraph of the PUAA: Does the estimate detail reimbursement for “New Property” interest? Yes No N/A Does the estimate detail compensation for relinquishing “Existing Property” interest? Yes No N/A Did the utility owner provide a letter stating that they will quitclaim their property interest at no costs or an agreed sum if new utility property interests are not being acquired? Yes No N/A 34. Have the parcel ID numbers to be Quitclaimed been identified? Yes No N/A Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Texas Department of Transportation Form DB-ROW-U-AdjCheck REV 07/2018 Page 7 of 7 Texas of Transportation Department 35. Has the owner provided a signed letter of intent to Quitclaim, and has a copy of the correct Quitclaim Deed(s) been submitted? Yes No N/A R.O.W. MAPS 36. Approved and current ROW Maps on file with project office? Yes No N/A 37. Have the existing and proposed utility facilities been plotted on the ROW map and attached to this assembly? Yes No N/A COMMENTS: Prepared by: ______________________________ Utility Design Coordinator ______________________________ Date Recommended for Approval by: ______________________________ Quality Control ______________________________ Date Approved by: ______________________________ Utility Manager ______________________________ Date Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 12/29/2025 12/29/2025 01/05/2026 Page 1 of 1 Utility Adjustment Agreement Section 4. Utility Agreement SEC-U-0520-17 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 1 of 9 REV 07/2018 Texas of Transportation Department County: Tarrant ROW CSJ No.: 0008-13-242 Const. CSJ No.: 0008-13-250 Highway: IH20, IH820, US287 Fed. Proj. No.: F-2022(675) Limits: IH20 from Forest Hill Drive to Little Road; IH820 from IH20 to Brentwood Stair Road; and US287 from Sublett Road to Village Creek Road UTILITY ADJUSTMENT AGREEMENT AMENDMENT (DB Contractor-Managed) (Amendment No. 17 to Agreement No.: SEC-U-0520) THIS AMENDMENT TO PROJECT UTILITY ADJUSTMENT AGREEMENT (this “Amendment”), by and between, South-Point Constructors, a Joint Venture, hereinafter identified as the “DB Contractor” and City of Fort Worth, hereinafter identified as the “Owner”, is as follows: WITNESSETH WHEREAS, the STATE of TEXAS, acting by and through the Texas Department of Transportation, hereinafter identified as “TxDOT”, proposes to construct the project identified above (the “Project”, as more particularly described in the “Original Agreement”, defined below); and WHEREAS, pursuant to that certain Design-Build Contract (“DBC”) by and between TxDOT and the DB Contractor with respect to the Project, the DB Contractor has undertaken the obligation to design, construct, and potentially maintain the Project, including causing the removal, relocation, or other necessary adjustment of existing Utilities impacted by the Project (collectively, “Adjustment”); and WHEREAS, the Owner and DB Contractor are parties to that certain executed Project Utility Adjustment Agreement (PUAA) designated by the “Agreement No.” indicated above, as amended by previous amendments, if any (the “Original Agreement”), which provides for the protection and/or Adjustment of certain Utilities owned and/or operated by the Owner (the “Owner Utilities”); and WHEREAS, the parties are required to utilize this Amendment form in order to modify the Original Agreement to add the Adjustment of Owner Utilities facilities not covered by the Original Agreement; and WHEREAS, the parties desire to amend the Original Agreement to add additional Owner Utility facility(ies), on the terms and conditions hereinafter set forth. Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 2 of 9 REV 07/2018 Texas of Transportation Department NOW, THEREFORE, in consideration of the agreements contained herein, the parties hereto agree as follows: 1. Amendment. The Original Agreement is hereby amended as follows: 1.1 Plans. (a) The description of the Owner Utilities and the proposed Adjustment of the Owner Utilities in the Original Agreement is hereby amended to add the following Utility facility(ies) (“Additional Owner Utilities”) and proposed Adjustment(s) to the Owner Utilities described in the Original Agreement: Relocation ID # 1144 (Utility ID # 11009): One 16” CI water line crossing the UPRR ROW from south/north on the west side of IH820 from approximately IH820 FR Station 509+33 to approximately IH820 FR Station 511+54, then proceeding north/northwest up to Tension Drive from approximately IH820 FR Station 511+54 to approximately IH820 FR Station 516+21, and one 8” PVC water line running east/west along the west side of IH820 in between the UPRR ROW and Tension Drive at approximately IH820 FR Station 512+85. Relocation ID # 3125 (Utility ID #’s 31006 & 31051): One 10” VC/CI wastewater line crossing the UPRR ROW from south/north on the west side of IH820 from approximately IH820 FR Station 509+16 to approximately IH820 FR Station 511+54, then proceeding north/northwest up to Tension Drive from approximately IH820 FR Station 511+54 to approximately IH820 FR Station 516+11, and one 8” Concrete wastewater line on the west side of IH820 running east/west along the north side of Tension Drive at approximately IH820 FR Station 516+11. (b) The Plans, as defined in Paragraph 1 of the Original Agreement, are hereby amended to add thereto the Plans, specifications and cost estimates attached hereto as Exhibit A; and (c) The Plans attached hereto as Exhibit A, along with this Amendment, shall be submitted upon execution to TxDOT in accordance with Paragraph 2 of the Original Agreement, and Paragraph 2 shall apply to this Amendment and the Plans attached hereto in the same manner as if this Amendment were the Original Agreement. If the Owner claims an Existing Utility Property Interest for any of the Additional Owner Utilities, documentation with respect to such claim shall be submitted to TxDOT as part of this Amendment and the attached Plans, in accordance with Paragraph 15(a) of the Original Agreement. 1.2 Reimbursement of Owner’s Indirect Costs. For purposes of Paragraph 6 of the Original Agreement, the following terms apply to the Additional Owner Utilities and proposed Adjustment: (a) DB Contractor agrees to reimburse the Owner its share of the Owner’s indirect costs (e.g., engineering, inspection, testing, ROW) as identified in Exhibit A. Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 3 of 9 REV 07/2018 Texas of Transportation Department When requested by the Owner, monthly progress payments will be made. The monthly payment will not exceed 90% of the estimated indirect work done to date. Once the indirect work is complete, final payment of the eligible indirect costs will be made. Intermediate payments shall not be construed as final payment for any items included in the intermediate payment. (b) The Owner’s indirect costs associated with Adjustment of the Owner Utilities shall be developed pursuant to the method checked and described below [check only one (1) box]: (1) Actual related indirect costs accumulated in accordance with: (i) A work order accounting procedure prescribed by the applicable Federal or State regulatory body; or (ii) Established accounting procedure developed by the Owner and which the Owner uses in its regular operations; (either (i) or (ii) referred to as “Actual Cost”), or (2) The agreed sum of $ (“Agreed Sum”) as supported by the analysis of the Owner's estimated costs attached hereto as part of Exhibit A. 1.3 Advancement of Funds by Owner for Construction Costs. (a) Advancement of Owner’s share, if any, of estimated costs. Exhibit A shall identify all estimated engineering and construction-related costs, including labor, material, equipment and other miscellaneous construction items. Exhibit A shall also identify the Owner’s and DB Contractor’s respective shares of the estimated costs. The Owner shall advance to the DB Contractor its allocated share, if any, of the estimated costs for construction and engineering work to be performed by DB Contractor, in accordance with the following terms: The Adjustment of the Owner’s Utilities does not require advancement of funds. The Adjustment of the Owner’s Utilities does require advancement of funds and the terms agreed to between the DB Contractor and Owner are listed below. [Insert terms of advance funding to be agreed between DB Contractor and Owner.] (b) Adjustment Based on Actual Costs or Agreed Sum. Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 4 of 9 REV 07/2018 Texas of Transportation Department [Check the one (1) appropriate provision, if advancement of funds is required]: The Owner is responsible for its share of the DB Contractor Actual Cost for the Adjustment, including the identified Betterment. Accordingly, upon completion of all Adjustment work to be performed by both parties pursuant to this Amendment: (i) The Owner shall pay to the DB Contractor the amount, if any, by which the Actual Cost of the Betterment (as determined in Paragraph 9(b)) plus the Actual Cost of Owner’s share of the Adjustment (based on the allocation set forth in Exhibit A) exceeds the estimated cost advanced by the Owner; or (ii) The DB Contractor shall refund to the Owner the amount, if any, by which such advance exceeds such Actual Cost, as applicable. The Agreed Sum is the agreed and final amount due for the Adjustment, including any Betterment, under this Amendment. Accordingly, no adjustment (either up or down) of such amount shall be made based on Actual Costs. 1.4 Responsibility for Costs of Adjustment Work. For purposes of Paragraph 4 of the Original Agreement, responsibility for the Agreed Sum or Actual Cost, as applicable, of all Adjustment work to be performed pursuant to this Amendment shall be allocated between the DB Contractor and the Owner as identified in Exhibit A hereto and in accordance with §203.092 of the Texas Transportation Code. An allocation percentage may be determined by application of an eligibility ratio, if appropriate, as detailed in Exhibit A; provided however, that any portion of an Agreed Sum or Actual Cost attributable to Betterment shall be allocated 100% to the Owner in accordance with Paragraph 9 of the Original Agreement. 1.5 Betterment. (a) Paragraph 9(b) (Betterment and Salvage) of the Original Agreement is hereby amended to add the following [Check the one (1) box that applies, and complete if appropriate]: The Adjustment of the Additional Owner Utilities, pursuant to the Plans as amended herein, does not include any Betterment. The Adjustment of the Additional Owner Utilities, pursuant to the Plans as amended herein, includes Betterment to the Additional Owner Utilities by reason of [insert explanation, e.g. “replacing 12” pipe with 24” pipe]: . The DB Contractor has provided to the Owner comparative estimates for (i) all work to be performed by the DB Contractor pursuant to this Amendment, including work attributable to the Betterment, and (ii) the Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 5 of 9 REV 07/2018 Texas of Transportation Department cost to perform such work without the Betterment, which estimates are hereby approved by the Owner. The estimated cost of the DB Contractor work under this Amendment which is attributable to Betterment is $ , calculated by subtracting (ii) from (i). The percentage of the total cost of the DB Contractor work under this Amendment which is attributable to Betterment is %, calculated by subtracting (ii) from (i), which remainder is divided by (i). (b) If the above Paragraph 1.5(a) identifies Betterment, the Owner shall advance to the DB Contractor, at least 14 Business Days prior to the date scheduled for commencement of construction for Adjustment of the Additional Owner Utilities, one-half of the estimated cost attributable to Betterment as set forth in Paragraph 1.5(a) of this Amendment. If the Owner fails to advance payment to the DB Contractor on or before the foregoing deadline, the DB Contractor shall have the option of commencing and completing (without delay) the Adjustment work without installation of the applicable Betterment. The second half of the payment less 5% retainage will be due to DB Contractor when the Utility that is the subject of the Betterment is put into service. The retainage will be paid when as-built and close-out documents are provided to the Owner. [Check the one (1) appropriate provision]: The estimated cost stated in Paragraph 1.5(a) of this Amendment is the agreed and final amount due for Betterment under this Amendment, and accordingly no adjustment (either up or down) of such amount shall be made based on actual costs. The Owner is responsible for the DB Contractor Actual Cost for the identified Betterment. Accordingly, upon completion of all Adjustment work to be performed by both parties pursuant to this Amendment, (i) the Owner shall pay to the DB Contractor the amount, if any, by which the Actual Cost of the Betterment (determined as provided below in this paragraph) exceeds the estimated cost advanced by the Owner, or (ii) the DB Contractor shall refund to the Owner the amount, if any, by which such advance exceeds such Actual Cost, as applicable. Any additional payment by the Owner shall be due within 60 days after the Owner’s receipt of the DB Contractors invoice therefor, together with supporting documentation; any refund shall be due within 60 days after completion of the Adjustment work under this Amendment. The Actual Cost of Betterment incurred by the DB Contractor shall be calculated by multiplying (i) the Betterment percentage stated in Paragraph 1.5(a) of this Amendment, by (ii) the Actual Cost of all work performed by the DB Contractor pursuant to this Amendment (including work attributable to the Betterment), as invoiced by the DB Contractor to the Owner. (c) The determinations and calculations of Betterment described in this Amendment shall exclude right of way acquisition costs. Betterment in connection with right of way acquisition is addressed in Paragraph 15 of the Original Agreement. 1.6 Miscellaneous. Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 6 of 9 REV 07/2018 Texas of Transportation Department (a) The Owner and the DB Contractor agree to refer to this Amendment, designated by the “Amendment No.” and “Agreement Number” indicated on page 1 above, on all future correspondence regarding the Adjustment work that is the subject of this Amendment and to track separately all costs relating to this Amendment and the Adjustment work described herein. (b) [Include any other proposed amendments allowed by applicable Law.] (i) DB Contractor may place meters and meter boxes affected by this UAAA as prescribed in UAR 21.40 (c) 5(B).; provided, however that DB Contractor shall acquire a permanent access easement, for Owner’s exclusive use, as to each meter placed outside of the ROW. Owner will coordinate and approve easement acquisition with DB Contractor. Said easement(s) shall be of sufficient size (i.e., in accordance with “Table 3.2 Easement Widths for Facilities and Appurtenances” as said Table is listed in and referenced by Section 3.8.9.1 of the City of Fort Worth Water Department Installation Policy and Design Criteria) to allow for future maintenance and shall inure for the benefit of and be filed in the name of the Owner. (ii) Once the Adjustment work is complete, finally inspected and accepted by Owner, including appropriate abandonment techniques to prevent voids, Owner shall abandon the old facility in place pursuant to the UAR Rule 21.39. 2. General. (a) All capitalized terms used in this Amendment shall have the meanings assigned to them in the Original Agreement, except as otherwise stated herein. (b) This Amendment may be executed in any number of counterparts. Each such counterpart hereof shall be deemed to be an original instrument but all such counterparts together shall constitute one (1) and the same instrument. Electronic signatures are acceptable. (c) Except as amended hereby, the Original Agreement shall remain in full force and effect. In no event shall the responsibility, as between the Owner and the DB Contractor, for the preparation of the Plans and the Adjustment of the Owner Utilities be deemed to be amended hereby. (d) This Amendment shall become effective upon the later of (a) the date of signing by the last party (either the Owner or the DB Contractor) signing this Amendment, and (b) the completion of TxDOT’s review and approval as indicated by the signature of TxDOT’s representative below. Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 7 of 9 REV 07/2018 Texas of Transportation Department APPROVED BY: TEXAS DEPARTMENT OF TRANSPORTATION By: David M. Salazar, P.E._____________ By: Authorized Signature District Engineer (or designee) Date: OWNER By: City of Fort Worth By: Jesica McEachern Assistant City Manager Date: Recommended for Approval ______________________________ Chris Harder, P.E. Title: Director, Water Department Approved as to Form and Legality: ______________________________ Douglas W. Black Sr. Assistant City Attorney M&C No. _______ Date: _______ ATTEST: _______________________________ Jannette S. Goodall City Secretary Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 01/22/2026 Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 8 of 9 REV 07/2018 Texas of Transportation Department DB CONTRACTOR By: Jay Knez_________________ By: Duly Authorized Representative Project Director____________________ South-Point Constructors, a Joint Venture Date: Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 01/06/2026 Page 1 of 1 Utility Adjustment Agreement Section 5. Plans and Specifications SEC-U-0520-17 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 251121_S00_UT_R_COFW-PK15A (X-28725) WATER LINE RELOCATION: 1144 CITY OF FORT WORTH NEEDS SPC RELEASE FOR CONSTRUCTION S00-UT-34000 LMH PCD LMH JWJ REVIEWED AND APPROVED BY: CITY OF FORT WORTH WATER DEPARTMENT DIRECTOR CHRIS HARDER, P.E.DATE REVIEWED AND APPROVED BY: DATE SEC-U-0520 REVIEWED AND APPROVED BY: LEAH M. HODGE, P.E.DATE JOHN R. KASAVICH, P.E. CITY OF FORT WORTH WATER DEPARTMENT ENGINEERING MANAGER HALFF ASSOCIATES PROJECT MANAGER 103562 LEAH M. HODGE FILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34000.dgn11/20/20252:28:06 PM2025C by Texas Department of Transportation; all rights reserved DRAWN DESIGNED FED.RD. DIV.NO.FEDERAL AID PROJECT NO.NO. HIGHWAY CHECKED APPROVED STATE CONTROL SECTION DISTRICT COUNTY JOB NO. SHEET TARRANT COUNTY F-2022(675) STATE HIGHWAY IMPROVEMENT PLANS OF PROPOSED DEPARTMENT OF TRANSPORTATION FEDERAL AID PROJECT SOUTHEAST CONNECTOR PROJECT CSJ: 0008-13-125, ETC. Texas Department of Transportation TDLR INSPECTION REQUIRED.2. REQUIREMENTS. INCLUDING ALL THE TECHNICAL DOCUMENTS AND THE TECHNICAL DESIGNED USING THE DESIGN BUILD AGREEMENT DOCUMENTS CONTRACTS (FORM FHWA 1273, MAY 2012). THIS PROJECT HAS BEEN CONTRACT PROVISIONS FOR ALL FEDERAL-AID CONSTRUCTION AND DATED AS FOLLOWS, SHALL GOVERN ON THIS PROJECT: REQUIRED TRANSPORTATION, NOVEMBER 2014 AND SPECIFICATION ITEMS LISTED SPECIFICATIONS ADOPTED BY THE TEXAS DEPARTMENT OF 1. NOTES: ADJUSTMENT FACTOR OF 1.00012. 2012A COORDINATE SYSTEM WITH A GRID TO GROUND SURFACE 2010, STATE PLANE TEXAS NORTH CENTRAL ZONE (4202), NAVD88 GEOID PUBLISHED TXDOT MONUMENTS REFERENCED TO NAD83 (2011) EPOCH THE BASIS OF BEARINGS IS DERIVED FROM STATIC GPS DATA COLLECTED ON PROJECT LOCATION MAP Cemetery White Manship Ray RI VERLake Fosdic Lake White 0.80.60.60.6 1.1 0.4 AT&SFRYWORTH FORT 5.7 0.4 0.7 1.25.0 PACIFIC RAILROAD1.00.6 0.6RIVERWESTFORK0.8 UPRRUNI ONUP B287 P B287 P 35W 81 35W 347 280 81 377 35W B287 P B287 P 347 199 Park Greenway Park Field Harmon Park Lake Oakland Golf Course Municipal Meadowbrook Park Sycamore Park Glenwood Park Hillside Park Tandy Hills Park Sagamore Course Golf Sycamore Park Rosedale University Wesleyan Texas Arnold Park Park Oak Trader Pioneer RestCem Cem 5.7 7.74.5PACIFICRAILROADSYCAMORECREEKRAILROADUNIONBNSFEchoLakeB287 P 35W Country Club Glen Garden Park Ellis Park Cobb EchoLakePark Pk EDGECLIFF NORTHERNBURLINGTONSYCAMORECREEK4.91.5 Pop 2,715 LIM IT CITY FORT WORTHLIMITEDGECLIFFCITYCITYLIMITSANTA FEBNSFUNI O N P A CIFI C R AIL R OA D35W 20 820 Park Hills Highland Park Greenbriar Park Amon Carter MHMR State School Fort Worth South Campus Junior College Tarrant County Center Federal Federal Center FOREST CITY LIMITFORT W ORTH CITY LIMIT HILL KENNEDALE LIMITCREEK KENNEDALE CITYPop 4,096 CITYLIMITCITYWORTHFORTEmerald Hills Memorial Park Cem ARLINGTON LAKE FORTWORTHCREEK RUSH6.7BRANCHCREEKCITY CITY ARLINGTONVILLAGE CREEKNORMAL POOL ELEV 550.0' UP Country Club Shady Valley Park Foster Clarence Cem Handley Park Veteran Burial Park Rose Hill Park Park Park Veteran Lake Arlington Golf Course Cottonwood ARLINGTON VILLAGE Creek 6.8 Cottonwood Creek LIMITCITYLIMITVILLAGE LIMITLIMITCITYFORT W ORTH CREEK Cem Harrison Park Lane Sandy Park Veteran Park Woodland R USH KEE Cem Tate KENNEDALE ARLINGTON Park Prairie DogPark LIMIT Park Springs Bowman FORT W ORTH CITY ARLINGTON CITY LIM IT LIM ITPark Pate Park Willian McDonald BranchWildcat Park Eastover Rolling Hills Park FORESTInstitution Federal Correctional Masonic Home Masonic Home Cem CITY LIMITLIMITCITYKENNEDALE Park Bunche Park 0.7 0.3Park Handley HI LLCI TYLI MI TFORTW ORTHCI TYLIMI TUNI ONCITY ARLINGTON 2.84.41.51.9 0.31.9 FOREST HILL Park Creek Village Cem Hawkins N.T.S. AECOM Technical Services, Inc.- F-3580 TARRANT F-2022(675)I-820 125, etc13 FT. WORTHTEXAS 6 0008 STATE OF TEXAS 2.2 MILES=FROM I-20/US 287 INTERCHANGE TO SUBLETT ROADUS 287S 0.8 MILES=FROM I-820/US 287 INTERCHANGE TO VILLAGE CREEK ROADUS 287N 6.2 MILES= BRENTWOOD STAIR ROADFROM I-20/I-820 INTERCHANGE TOI-820 2.3 MILES=FROM I-20/I-820 INTERCHANGE TO LITTLE ROADI-20 2.2 MILES= FROM I-20/I-820 INTERCHANGE TO FOREST HILL DRIVEI-20LIMITS/LENGTH: FUNCTIONAL CLASSIFICATION, DESIGN SPEED: MAINLANES URBAN FREEWAY URBAN INTERSTATE/ HIGH-SPEED 70 MPH URBAN INTERSTATE HIGH-SPEED 50 MPH COLLECTOR-DISTRIBUTORS URBAN INTERSTATE HIGH-SPEED 50 MPH DIRECT CONNECTORS URBAN INTERSTATE HIGH-SPEED 50 MPH HIGH-SPEED 45 MPH HIGH-SPEED 40 MPH RAMPS URBAN ARTERIAL HIGH-SPEED 50 MPH HIGH-SPEED 45 MPH HIGH-SPEED 40 MPH FRONTAGE ROADS URBAN COLLECTOR LOW-SPEED 40 MPH LOW-SPEED 30 MPH CROSS STREETS URBAN ARTERIAL LOW-SPEED 40 MPH URBAN ARTERIAL LOW-SPEED 30 MPH URBAN COLLECTOR LOW-SPEED 30 MPH LOCAL ROAD LOW-SPEED 30 MPH CRAIG STREET CONNECTIONS URBAN COLLECTOR LOW-SPEED 20 MPH U-TURNS URBAN COLLECTOR LOW-SPEED 15 MPH SHARED USE PATH URBAN COLLECTOR LOW-SPEED 10 MPH TBPE REGISTRATION No. F-6649PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED NEEDS SPC RELEASE FOR CONSTRUCTION 2025 TBPELS ENGINEERING FIRM #312 287 287 SPUR 303 TEXAS 180 BUSINESS 287 BUSINESS 287 SEGMENT 1S SEGMENT 8 SEGMENT 6 SEGMENT 5 SEGMENT 3 SEGMENT 4 SEGMENT 3 SEGMENT 1S SEGMENT 4 287 SEGMENT 1N INTERSTATE 820 INTERSTATE 35W INTERSTATE 30 INTERSTATE 820 INTERSTATE 30 INTERSTATE 20 INTERSTATE 820 INTERSTATE 820 INTERSTATE 20 INTERSTATE 35W X-28725251125_ 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 01/12/2026 01/21/2026 * INCLUDED IN THIS PACKAGE 011/25/2025STRUCTURAL, PIPE BLOCKING DETAILSS00-UT-34030* 011/25/2025DETAILS, D546S00-UT-34029* 011/25/2025DETAILS, D527 & D534S00-UT-34028* 011/25/2025DETAILS, BACKFLOW PROTECTIONS00-UT-34027* 011/25/2025DETAILS, D151 & BOLLARDS00-UT-34026* 011/25/2025DETAILS, D132 & D133S00-UT-34025* 011/25/2025DETAILS, D130 & D131S00-UT-34024* 011/25/2025DETAILS, D126 & D127S00-UT-34023* 011/25/2025DETAILS, D120 & D123S00-UT-34022* 011/25/2025DETAILS, D116 & D111S00-UT-34021* 011/25/2025DETAILS, D106 & D108S00-UT-34020* 011/25/2025DETAILS, D016 & D007S00-UT-34019* 011/25/2025DETAILS, TRENCH REPAIR J & D008S00-UT-34018* 011/25/2025DETAILS, TRENCH REPAIR G, H, & IS00-UT-34017* 011/25/2025DETAILS, TRENCH REPAIR E & FS00-UT-34016* 011/25/2025DETAILS, TRENCH REPAIR C & DS00-UT-34015* 011/25/2025DETAILS, TRENCH REPAIR A & BS00-UT-34014* 011/25/2025WATER LINE RELOCATION 1144D, PLAN & PROFILE - STA 1+00.00 TO STA 4+67.34S00-UT-34013* 011/25/2025WATER LINE RELOCATION 1144C, PLAN & PROFILE - STA 1+00.00 TO STA 3+45.88S00-UT-34012* 011/25/2025WATER LINE RELOCATION 1144B, PLAN & PROFILE - STA 1+00.00 TO STA 1+28.17S00-UT-34011* 011/25/2025WATER LINE RELOCATION 1144A, PLAN & PROFILE - STA 7+00.00 TO STA 9+91.56S00-UT-34010* 011/25/2025WATER LINE RELOCATION 1144A, PLAN & PROFILE - STA 3+00.00 TO STA 7+00.00S00-UT-34009* 011/25/2025WATER LINE RELOCATION 1144A, PLAN & PROFILE - STA 1+00.00 TO STA 3+00.00S00-UT-34008* 011/25/2025LEGENDS00-UT-34007* 011/25/2025PROPOSED WATER SYSTEM & EXISTING ISOLATION VALVE LAYOUTS00-UT-34006* 011/25/2025EXISTING WATER SYSTEM ABANDONMENT LAYOUTS00-UT-34005* 011/25/2025PROJECT KEYMAP - SEC-U-0520, SEGMENT 1NS00-UT-34004* 011/25/2025OVERALL PROJECT MAP, SURVEY CONTROL POINTSS00-UT-34003* 011/25/2025GENERAL NOTES - SEC-U-0520 S00-UT-34002* 011/25/2025INDEX OF SHEETS - SEC-U-0520S00-UT-34001* 011/25/2025TITLE SHEET - SEC-U-0520S00-UT-34000* REVDATEDESCRIPTIONSHEET*REVDATEDESCRIPTIONSHEET* INDEX OF SHEETSINDEX OF SHEETS S00-UT-34001 LMH JWJ PCD LMH 11/25/2025 31 RFC 2 INDEX OF SHEETS - SEC-U-0520 UTILITIES 11/25/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34001.dgn11/25/20251:38:29 PMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34001.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 X-2872511/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34002 LMH JWJ PCD LMH 09/08/2025 31 RFC 3 GENERAL NOTES - SEC-U-0520 UTILITIES 09/08/2025 RELEASED FOR CONSTRUCTION 0 09/08/2025 LEAH M. HODGE 103562 FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34002.dgn9/4/20259:52:15 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34002.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 GENERAL NOTES ACCORDANCE WITH SECTION 03 30 00. SHALL BE CONSTRUCTED AND SHOP DRAWINGS SUBMITTED TO THE CITY INSPECTOR FOR REVIEW, IN HORIZONTAL BLOCKING FOR WATER LINES HAS BEEN OMITTED FOR CLARITY. HOWEVER, BLOCKING 1. WORK DAY. REMAIN OPEN AT ALL TIMES, AND ALL LANES OF TRAFFIC SHALL BE OPEN UP AT THE END OF EACH DURATION, AND POSSIBLE ALTERNATIVE ROUTES AROUND CONSTRUCTION SITES. ONE LANE SHALL MARQUEE IS SUGGESTED TO INFORM PARENTS AND STUDENTS OF CONSTRUCTION, CONSTRUCTION PRINCIPALS AND ADMINISTRATORS OF CONSTRUCTION IN THE AREA. A NOTE ON THE SCHOOL CONTRACTOR SHALL CONTACT LOCAL SCHOOLS PRIOR TO BEGINNING CONSTRUCTION TO INFORM 11. RESULTING FROM SUCH FILL AND SHALL REMOVE THE MATERIAL. THE AREAS WITHOUT WRITTEN PERMISSION, CONTRACTOR SHALL RESPONSIBLE FOR ALL DAMAGE AND THE CITY’S FLOOD PLAIN ADMINISTRATOR. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN NATURAL DRAINAGE WAY WITHOUT WRITTEN PERMISSION FROM THE AFFECTED PROPERTY OWNER CONTRACTOR SHALL PROVIDE A LETTER STATING SO. SURPLUS MATERIAL MAY NOT BE PLACED IN ADMINISTRATOR IF WITHIN THE CITY LIMITS. IF THE LOCATION IS NOT WITHIN THE CITY LIMITS, THE SHALL BE PROPERLY DISPOSED OF AT A SITE ACCEPTABLE TO THE CITY’S FLOOD PLAIN UTILITY COORDINATOR. SURPLUS MATERIALS FROM EXCAVATION INCLUDING DIRT, TRASH, ETC. DESIGN-BUILD CONTRACTOR. THE LOCATION SHALL BE COORDINATED WITH THE DESIGN-BUILD ANY EXCESS MATERIAL FROM EXCAVATION SHALL BE PLACED AT A LOCATION DESIGNATED BY 10. COPY FURNISHED TO THE CITY. APPROVAL OF THE PROPERTY OWNER HAS BEEN SECURED IN WRITING BY THE CONTRACTOR AND A DO NOT STORE EQUIPMENT OR MATERIAL ON PRIVATE PROPERTY UNLESS AND UNTIL THE SPECIFIED SHALL CONTACT THE PROPERTY OWNER 48 HOURS PRIOR TO CONSTRUCTION PER SECTION 01 11 00. WHEN IT IS REQUIRED THAT A CONTRACTOR WORK OR ENTER PRIVATE PROPERTY, THE CONTRACTOR 9. REVIEW, REVISIONS, AND FINAL ACCEPTANCE. REPORT AND SERVICE REPORT PER SECTIONS 01 77 19, 01 78 39, AND 33 01 31 TO THE CITY FOR SHEETS, FINAL APPROVED PIPE SHOP DRAWINGS, CCTV VIDEO/REPORTS, LINER RESULTS, ETC., PIPE PRIOR TO SCHEDULING THE PROJECT FINAL, THE CONTRACTOR SHALL PROVIDE REDLINES, CUT 8. AND SECTION 01 60 00 PRODUCT REQUIREMENTS, AND THE GENERAL CONDITIONS. AND SPECIFICATIONS AT THE CONTRACTOR’S EXPENSE. REFERENCE SECTION 01 33 00 SUBMITTALS SHALL BE REMOVED AND REPLACED WITH MATERIALS THAT CONFORM WITH THE STANDARD DETAILS ARE IDENTIFIED BY THE CITY AS NON-COMPLIANT WITH THE STANDARD DETAILS AND SPECIFICATIONS PRE-CONSTRUCTION MEETING FOR REVIEW. ANY CONSTRUCTION ACTIVITY, MATERIALS, ETC. THAT SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY INSPECTOR, CITY PROJECT MANAGER AT THE 7. OWNERS PRIOR TO BEGINNING WORK ON EACH PROPERTY PER SECTION 01 35 13. THE CONTRACTOR SHALL DISTRIBUTE NOTICES (DOOR HANGER) TO ALL AFFECTED PROPERTY 6. HAVE IDENTIFICATION ON ALL VEHICLES. WHICH IDENTIFY THE CONTRACTOR’S NAME, LOGO OR COMPANY. THE CONTRACTOR SHALL ALSO CONTRACTOR’S PERSONNEL SHALL HAVE IDENTIFYING CLOTHING, HATS OR BADGES AT ALL TIMES 5. OWNERS, IF NECESSARY PER SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS. CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY SEWER FACILITIES TO AFFECTED PROPERTY THE PROJECT AREA, INCLUDING THE PERSONAL SAFETY OF PUBLIC AND PRIVATE PROPERTY. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE GENERAL SAFETY AT AND ADJACENT TO 4. ELEVATION, AND CONFIGURATION OF ALL STRUCTURES PRIOR TO CONSTRUCTION. THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXACT SIZE, LOCATION, THE LOCATION OF ALL DRIVEWAYS, RETAINING WALLS, STRUCTURES, ETC. WHICH MAY BE SHOWN ON 3. HOURS PRIOR TO THE START OF ANY EXCAVATION (JOHN KASAVICH: 817-392-8480) THE CONTRACTOR SHALL NOTIFY THE CITY OF FORT WORTH PROJECT MANAGER 48 G. THE INTERSECTION. LOCATES AT SIGNALIZED INTERSECTIONS 72 HOURS PRIOR TO COMMENCING WORK AT CONTRACTOR SHALL CONTACT THE CITY AT 817-392-8100 TO PERFORM CONDUIT LINE INTERSECTIONS SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. THE UNDERGROUND CONDUIT AT SIGNALIZED INTERSECTIONS. ANY DAMAGES AT SIGNALIZED PROTECT EXISTING SIGNAL HARDWARE, GROUND BOXES, DETECTION LOOPS, AND T/PW, 72 HOURS PRIOR TO EXCAVATION (817-392-7738). THE CONTRACTOR SHALL CONTRACTOR SHALL NOTIFY TRAFFIC MANAGEMENT DIVISION OF CITY OF FORT WORTH CAUTION! WHEN DOING WORK WITHIN 200 FEET OF ANY SIGNALIZED INTERSECTION, THE F. 817-480-9944MIKE MAINORD 817-223-7438LUKE COFFMAN FORT WORTH SEWER• 817-944-8277MATT DAVIS 817-475-2656CESAR ZAVALA FORT WORTH WATER• ALONG THIS PROJECT. CONTACT THE CITY 48 HOURS PRIOR TO EXCAVATION: CAUTION! BURIED CITY OF FORT WORTH WATER AND SANITARY SEWER LINES MAY EXIST E. 1-866-236-282424/7 CONTACTZAYO• 972-213-3748BRYAN SCHAFER MCIMETRO (VERIZON) • 1-800-634-137424/7 CONTACTCONTERRA • 817-205-9098THOMAS SONNIER CHARTER (SPECTRUM)• 972-322-0709BILLY KIDD 1-800-286-831324/7 CONTACT AT&T • COMMUNICATION COMPANIES 48 HOURS PRIOR TO EXCAVATION: CAUTION! BURIED COMMUNICATION CABLES MAY EXIST ALONG THIS PROJECT. CONTACT D. -24/7 CONTACT FLINT HILLS RESOURCES• 304-932-9088JARROD STEWART 214-794-6635ANDY AIVAZIAN SUMMIT MIDSTREAM• 940-393-8563JODY CURRYDIVERSIFIED • 214-721-937824/7 CONTACT ENLINK• 866-322-866724/7 CONTACTATMOS• GAS LINE: 48 HOURS PRIOR TO EXCAVATION, AND WITHIN TWO (2) HOURS OF ENCOUNTERING A CAUTION! BURIED GAS LINES MAY EXIST ALONG THIS PROJECT. CONTACT GAS COMPANIES C. 817-913-536524/7 CONTACTONCOR • ELECTRICAL PROVIDERS 48 HOURS PRIOR TO EXCAVATION : CAUTION! BURIED ELECTRIC LINES MAY EXIST ALONG THIS PROJECT. CONTACT B. UTILITIES PRIOR TO CONSTRUCTION. EXISTING NOTIFY TEXAS 811 (1-800-DIG-TESS OR WWW.TEXAS811.ORG) TO LOCATE A. WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED OWNERS (UTILITY COMPANIES) OR AGENCIES IN 2. PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION AND FOR THE SAFETY AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION OR FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR APPURTENANCES OBSERVED IN THE FIELD. THE CITY AND ENGINEER SHALL NOT BE RESPONSIBLE INFORMATION FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON PRIVATE, PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR 1. GENERAL: INSTALLATION ACTIVITIES. COMPLETE SITE RESTORATION, AS NOTED ABOVE, MAY RESULT IN DEFERMENT OF FURTHER PIPE THE OWNER’S SATISFACTION WITHIN TEN (10) WORKING DAYS. FAILURE TO MAINTAIN AND/OR IMMEDIATELY COMMENCE SURFACE RESTORATION. SURFACE RESTORATION MUST BE COMPLETED TO CONSTRUCTION. ONCE THE PIPE HAS BEEN INSTALLED OR REHABILITATED, THE CONTRACTOR SHALL EASEMENTS, THE CONTRACTOR SHALL CONTACT THE PROPERTY OWNER 48 HOURS PRIOR TO WHEN IT IS REQUIRED THAT A CONTRACTOR WORK ON PRIVATE PROPERTY WITHIN UTILITY 1. GENERAL: GENERAL NOTES OR WASTEWATER TRENCH. INSTALLED AT 500-FOOT MINIMUM INTREVALS TO PREVENT MIGRATION OF WATER WITHIN THE WATER IF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION, TRENCH WATER STOPS SHOULD BE 11. SPECIFIED ON PLANS. VALVE CONCRETE COLLAR INSTALLATION. REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AS CITY INSPECTOR SHALL BE GIVEN ADVANCED NOTIFICATION AND BE ON SITE FOR ALL MANHOLE AND 10. IS REQUIRED TO RELOCATE THE PRIVATE SERVICE. SERVICE LINE BEHIND THE WATER METER MAY ALSO NEED TO BE RELOCATED. A LICENSED PLUMBER IF AN EXISTING WATER METER IS REMOVED AND REPLACED IN A DIFFERENT LOCATION, THE PRIVATE 15. PER AWWA C800 AND SERVICE SADDLES SHALL BE DOUBLE STRAP PER SECTION 33 12 10. ENGINEER. SHOP DRAWINGS SHALL INDICATE FLARED COPPER TUBING WITH THREAD DIMENSIONS TAPPING SADDLE AND 1-INCH X ¾-INCH REDUCER AT THE ¾-INCH CURB STOP AS DIRECTED BY THE SERVICE LINES (PER ASTM B88), WITH 1-INCH CORPORATION STOPS AND IF REQUIRED 1-INCH ALL EXISTING ¾-INCH WATER SERVICE LINES SHALL BE REPLACED WITH 1-INCH TYPE K COPPER 14. AND 33 11 14. DRAWING SUBMITTALS, SHALL BE IN ACCORDANCE WITH SECTIONS 33 11 10, 33 11 11, 33 11 13, FITTINGS WITH THE REQUIRED JOINT DEFLECTIONS. JOINT DEFLECTIONS AND ASSOCIATED SHOP ALL NON-STANDARD BENDS SHALL BE MADE BY USING THE CLOSEST STANDARD MJ FITTINGS OR 13. FINAL ACCEPTANCE. REPORT PER SECTIONS 01 77 19, 01 78 39, AND 33 01 31 TO THE CITY FOR REVIEW, REVISIONS, AND REDLINES, CUT SHEETS, FINAL APPROVED PIPE SHOP DRAWINGS, ETC., PIPE REPORT AND SERVICE SHALL PROVIDE REQUIREMENTS. PRIOR TO SCHEDULING THE PROJECT FINAL, THE CONTRACTOR CONCRETE, AND STEEL PIPE PER SECTIONS 33 11 10, 33 11 13, 33 11 14, FOR THE DEFLECTION MANUFACTURER’S RECOMMENDATIONS PER SECTION 33 11 12). REFERENCE DUCTILE IRON, DEFLECTIONS (FOR EXAMPLE, PVC JOINT DEFLECTIONS NOT TO EXCEED 50% OF THE ELEVATION ADJUSTMENT AT CONNECTIONS MAY BE MADE WITH BENDS, OFFSETS, OR JOINT CONCRETE, AND STEEL PIPE ARE REQUIRED SUBMITTALS BEFORE START OF CONSTRUCTION. SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN TEXAS FOR DUCTILE IRON PIPE, DETAILED PIPE SHOP DRAWINGS/LAY SCHEDULE WATER MAINS 16-INCH DIAMETER AND LARGER, CONTRACTOR SHALL PROVIDE PIPE SHOP DRAWINGS IN ACCORDANCE WITH THE SPECIFICATIONS. 12. SECTION 33 11 10 AND BACKFILLED WITH CLSM PER SECTION 03 34 13, UNLESS NOTED OTHERWISE. ALL WATER MAINS CROSSING BELOW STORM SEWER LINES SHALL BE DUCTILE IRON PIPE PER 11. CONSTRUCTION AND SHOP DRAWING SUBMITTALS PER SECTION 33 12 10. CORPORATION STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. 10. INSTALL CHLORINATION AND SAMPLING POINTS AT DESIGNATED LOCATIONS PER SECTION 33 04 40.9. CONSTRUCTION. OPERATIONS AND WATER ENGINEERING FOR REVIEW AT LEAST 1 WEEK PRIOR TO START OF PROVIDE THE PLAN SUBMITTALS TO THE CITY INSPECTOR, CITY PROJECT MANAGER, WATER FIELD PERMITTED WHEN SPECIALLY DESIGNATED IN THE DRAWINGS, AND THE CONTRACTOR SHALL PROVIDED BY CONTRACTOR IN ACCORDANCE WITH SECTION 33 04 40. FLUSHING IS ONLY SUBMITTALS. INSERT CLEANING PIG IN WATER MAIN WHERE DIRECTED. CLEANING PIG SHALL BE WATER MAINS, PRIOR TO CONSTRUCTION IN ACCORDANCE WITH SECTION 33 04 40, PART 1.5, CONTRACTOR SHALL PROVIDE A CLEANING PLAN AND DISINFECTION PLAN FOR 24-INCH AND LARGER 8. CONSTRUCTION AND SHOP DRAWING SUBMITTALS TO THE CITY INSPECTOR PER SECTION 33 12 40. LINE WITH THE PROPERTY/LOT LINES EXCEPT WHERE SHOWN OTHERWISE IN THESE PLANS. FIRE HYDRANTS SHALL BE A MINIMUM OF 3 FT. BEHIND THE BACK OF CURB (MAXIMUM 9 FT.) AND IN 7. AND 03 30 00. BE INSTALLED ON ALL MAINS 16-INCH DIAMETER AND LARGER PER SECTIONS 33 12 20, 33 05 16, DRAWINGS PROVIDED TO THE CITY INSPECTOR FOR REVIEW PER SECTION 33 12 20. VAULTS SHALL VALVES SHALL BE INSTALLED WHERE DESIGNATED ON THESE PLANS IN ACCORDANCE AND SHOP 6. OTHERWISE IN THESE PLANS. INCHES, MEASURED FROM TOP OF SURFACE (EXISTING AND PROPOSED) EXCEPT WHERE SHOWN INSTALLED A MINIMUM COVER OF 60-48-INCHES AND 16-INCH AND LARGER WATER MAINS SHALL BE 12-INCH DIAMETER AND SMALLER WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 5. RECOMMENDATIONS. DEFLECTIONS. JOINT DEFLECTIONS SHALL NOT EXCEED FIFTY PERCENT (50%) OF MANUFACTURER’S ELEVATION ADJUSTMENT AT CONNECTIONS MAY BE MADE WITH BENDS, OFFSETS, OR JOINT 4. OTHERWISE IN THE DRAWINGS. ALL WATER SERVICES SHALL BE INSTALLED ABOVE STORM SEWERS, EXCEPT WHERE SHOWN 3. GLANDS ALL DUCTILE IRON MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED TO PIPE USING RETAINER 2. STANDARD DETAILS FOR AREA REQUIRED TO INSTALL CONCRETE BLOCKING. RESTRAINT INDEPENDENT OF THE OTHER SYSTEM. THE CONTRACTOR SHALL REFER TO CITY DESIGNATED JOINTS BEYOND THE FITTINGS. EACH METHOD SHALL BE CAPABLE OF THRUST WHEN SPECIFICALLY INDICATED ON THE DRAWINGS, PROVIDE THRUST RESTRAINT AT BLOCKING. PROVIDE THRUST RESTRAINT BY MEANS OF RESTRAINING JOINTS AT FITTINGS AND CONCRETE 1. WATER: UTILITIES. RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF THE EXISTING CONTRACTOR’S INFORMATION OBTAINED FROM THE UTILITY COMPANIES. IT SHALL BE THE EXISTING UTILITY CROSSINGS SHOWN ON THE PROFILE ARE FROM REFERENCE PLANS, AND FROM 9. ENGINEER NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THE DATA. SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT THE CITY AND THE EXISTING UTILITY INFORMATION IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA IS 8. ALL EMBEDMENT AND BACKFILL SHALL BE IN ACCORDANCE WITH TXDOT ITEM 400.7. SECTION 33 05 10 EXIST. INCLUDE A GROUND WATER CONTROL PLAN IF CONDITIONS MEETING CRITERIA OUTLINED IN SAFETY PLAN SHALL BE SUBMITTED AT THE PRE-CONSTRUCTION MEETING. THIS WOULD ALSO SAFETY STANDARDS, FEDERAL AND STATE REQUIREMENTS, PER SECTION 33 05 10. A TRENCH ENGINEER IN THE STATE OF TEXAS, FOR THIS PROJECT, IN ACCORDANCE WITH OSHA EXCAVATION PROPOSED WORK UTILIZING A TRENCH SAFETY PLAN PREPARED BY A LICENSED PROFESSIONAL CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY. THE CONTRACTOR SHALL CONSTRUCT THE 6. SHALL BE ALLOWED TO ADJUST VALVE BOXES, MANHOLES, RING & COVERS, ETC. ONLY CITY PREQUALIFIED CONTRACTORS, BY APPROPRIATE WATER DEPARTMENT WORK CATEGORY, 5. IN ACCORDANCE WITH OSHA’S PERMIT REQUIRED FOR CONFINED SPACES. REQUIREMENTS. CONFINED SPACES SHALL INCLUDE MANHOLES AND ALL OTHER CONFINED SPACES PROVIDE AND FOLLOW APPROVED CONFINED SPACE ENTRY PROGRAM IN ACCORDANCE WITH OSHA 4. REINSTATED. IN NO CASE SHALL SERVICES BE ALLOWED TO REMAIN OUT OF SERVICE OVERNIGHT. ALL TIMES, EXCEPT FOR BRIEF INTERRUPTIONS IN SERVICE FOR WATER AND SEWER SERVICES TO BE MAINTAIN ALL EXISTING WATER AND SEWER CONNECTIONS TO CUSTOMERS IN WORKING ORDER AT 3. REVIEW BY THE CITY IN ORDER TO AVOID A CONFLICT. ENGINEERING, WATER FIELD OPERATIONS, AS PLANS SHALL BE REVISED AND SUBMITTED FOR THESE CONFLICTS (PLANS, SHOP DRAWINGS, SURVEY DATA, ETC.) TO THE CITY INSPECTOR, WATER OF THE MAIN. CONTRACTOR SHALL PROVIDE ALL POTHOLE DATA AND OTHER DOCUMENTATION OF POTHOLED USING VACUUM EXCAVATION METHOD PER SECTION 33 05 30 PRIOR TO CONSTRUCTION UTILITIES, ETC. HAVE BEEN IDENTIFIED, THE UTILITIES IN CONFLICT SHALL BE LOCATED AND PIERS, EMBANKMENTS, MSE WALLS, RETAINING WALLS, ABOVE GROUND STRUCTURES, FRANCHISE CONFLICTS WITH PAVING, ADDITIONAL FILL, STORM SEWER, DRAINAGE HEADWALLS, INLETS, BRIDGE LOCATIONS OF EXISTING MANHOLES WERE DETERMINED FROM FIELD SURVEY. HOWEVER, IF TO MATCH SURVEYED MANHOLE FLOW LINES. RIM ELEVATIONS, FLOW LINES, AND HORIZONTAL RECORD DRAWINGS AND HAVE NOT BEEN FIELD VERIFIED. SOME PIPELINE SLOPES WERE ADJUSTED EXISTING VERTICAL DEFLECTIONS AND PIPE SLOPES SHOWN ON THE PLANS WERE OBTAINED FROM 2. GENERAL NOTES DIAMETER AND LARGER. SPACES, NEAR RESIDENCES, OR OTHER AREAS AS DETERMINED BY THE CITY ON MAINS 15-INCH ODOR CONTROL IS REQUIRED FOR ALL SANITARY SEWER MANHOLES IN CITY PARK AREAS, PUBLIC 11. MANHOLES WHERE TURBULENCE IS AN ISSUE. STRUCTURES ON LARGE COLLECTOR MAINS 15-INCH DIAMETER AND LARGER, AND OTHER MANHOLES ON MAINS WITH 3% OR GREATER GRADE, ALL DROP MANHOLES, SIPHONS, JUNCTION TO SECTION 33 39 60 LINER SYSTEM FOR SANITARY SEWER STRUCTURES. THIS SHALL INCLUDE SANITARY SEWER MANHOLES CALLED OUT FOR INTERIOR CORROSION PROTECTION SHALL CONFORM 10. HYDRAULIC SLIDE IN ACCORDANCE WITH SECTION 33 39 20 AND STANDARD DETAIL. ALL SANITARY SEWER SERVICE CONNECTIONS AT THE MANHOLE, CONTRACTOR SHALL PROVIDE A SANITARY SEWER SERVICES LARGER THAN 6-INCH DIAMETER SHALL CONNECT TO A MANHOLE. FOR 9. THE CONTRACTOR’S EXPENSE. INCORRECT COLLAR THICKNESS, NO STEEL REINFORCEMENT) SHALL BE REMOVED AND REPLACED AT IDENTIFIED IN THE FIELD THAT ARE NOT IN COMPLIANCE WITH THE SPECIFICATIONS AND DETAILS (I.E. PAVEMENT AND/OR ON EASEMENTS), AS REQUIRED FOR THIS PROJECT. CONCRETE COLLARS AND DETAIL SHALL BE INSTALLED WITH ALL NEW MANHOLES (INCLUDING MANHOLES OUTSIDE OF SURFACE GRADE, OR AS NOTED ON THE PLANS. CONCRETE COLLARS PER SPECIFICATION 33 05 13 NEW MANHOLES SHALL BE CONSTRUCTED SUCH THAT THE MANHOLE COVER IS AT FINISHED 8. OR REHABILITATED PER SECTION 33 03 10. CONTRACTOR SHALL BYPASS PUMP SEWAGE AROUND SECTION OF PIPE PRIOR TO BEING REPLACED 7. PLANS CAN BE MADE IF NECESSARY. OPERATIONS OF ANY POTENTIAL CONFLICTS PRIOR TO CONSTRUCTION, SO MODIFICATIONS TO THE THE CITY INSPECTOR, CITY PROJECT MANAGER, WATER ENGINEERING, AND WATER FIELD TO THE NEW SANITARY SEWER MAIN/LATERAL PER SECTION 33 31 50. CONTACTOR SHALL NOTIFY CONTRACTOR SHALL ENSURE THAT ALL ACTIVE SERVICES CAN BE RECONNECTED AND/OR REROUTED 6. SCHEDULE SHALL ALLOW FOR A REVIEW TIME OF 2 WEEKS. FIELD OPERATIONS, AS THE CITY PROJECT MANAGER, WATER ENGINEERING, AND WATER MARKED UP PLANS SHOWING LIMITS, AND REPORT SHALL BE PROVIDED TO THE CITY INSPECTOR, COPIES OF THE CCTV VIDEO, LAYOUT, MATERIAL, SERVICE LOCATIONS, PIPE MATERIAL CHANGES, ETC. NUMBER, MANHOLES, STATION NUMBER (FROM AND TO), STREET ADDRESS, PIPE SIZE, PIPE SECTION 33 01 31. REPORT SHALL CLEARLY IDENTIFY EXISTING SANITARY SEWER MAIN/LATERAL FORMAT OF THE CCTV VIDEO, PLAN EXHIBITS, AND REPORT SHALL BE IN ACCORDANCE WITH SANITARY SEWER SERVICE CONNECTIONS PRIOR TO CONSTRUCTION OF THE ENTIRE PROJECT. EXISTING SANITARY SEWER LINES, WHICH ARE TO BE ABANDONED, TO VERIFY LOCATIONS OF ALL CONTRACTOR SHALL CONDUCT A PRE-CONSTRUCTION TELEVISION INSPECTION (CCTV) OF ALL 5. RESULT OF THE CONTRACTOR’S OPERATIONS. CONTRACTOR IS LIABLE FOR ALL DAMAGES TO EXISTING WATER AND SANITARY SEWER MAINS AS A SAME PERSONNEL WHICH INCLUDES ACCEPTABLE PIPE MATERIALS ON-SITE FOR REPAIRS. THE ADDITION, THE CONTRACTOR SHALL SUBMIT A CONTINGENCY PLAN AND EMERGENCY PLAN TO THE ENGINEERING, AND WATER FIELD OPERATIONS PRIOR TO CONSTRUCTION IN THESE AREAS. IN AND SANITARY SEWER MAINS (15-INCH AND LARGER) FOR REVIEW BY CITY INSPECTOR, WATER 01 33 00 FOR SUPPORT/PROTECTION OF LARGE DIAMETER WATER MAINS (16-INCH AND LARGER) CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AT THE PRE-CONSTRUCTION MEETING PER SECTION OTHER UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW GROUND DURING CONSTRUCTION. CABLES, SANITARY SEWER MAINS, WATER MAINS, DRAINAGE PIPES, UTILITY SERVICES, AND ALL PROVISIONS FOR THE SUPPORT AND PROTECTION OF ALL UTILITY POLES, GAS MAINS, TELEPHONE AND STRUCTURES BOTH ABOVE AND BELOW GROUND. THE CONTRACTOR SHALL MAKE NECESSARY THE PROPOSED SANITARY SEWER LINES AT TIMES WILL BE LAID CLOSE TO OTHER EXISTING UTILITIES 4. ACCORDANCE WITH THE DETAILS. FOR ALL SANITARY SEWER SERVICE CONNECTIONS AT MANHOLES, PROVIDE A HYDRAULIC SLIDE IN 3. OPENING CLEAN OUTS. WHERE AVAILABLE. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN UP ASSOCIATED WITH ABANDONMENT OF EXISTING PIPE. THE CONTRACTOR WILL BE ALLOWED TO OPEN CLEAN OUTS FROM BACKUP, WHICH MAY RESULT DURING THE INSTALLATION OF NEW PIPE AND/OR THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGES TO PROPERTIES, HOMES, AND BASEMENTS 2. NOTIFY CITY OF ANY DISCOVERED ILLICIT CONNECTIONS. VERIFY THAT ALL CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE FOR SANITARY SEWER ONLY. 1. SANITARY SEWER: SPACE OUTSIDE OF PAVED AREAS. LOCATIONS SPECIFIED IN SECTION 33 05 26. SURFACE MARKERS WILL ONLY BE INSTALLED IN GREEN INSTALL SURFACE UTILITY MARKERS AT ALL HORIZONTAL BENDS, TEST STATIONS, AND OTHER 22. LOCATED AT 1608 11TH AVE. FORT WORTH TX 76102. CONTACT WAREHOUSE SUPERVISOR AND DELIVER ALL SALVAGED MATERIALS TO THE WAREHOUSE INSPECTOR FOR ALL ITEMS REMOVED AND SALVAGED TO WATER FIELD OPERATIONS WAREHOUSE. BEING REMOVED OR SALVAGED. CONTRACTOR SHALL PROVIDE THE DOCUMENTS TO THE CITY CONTRACTOR AND CITY INSPECTOR SHALL CONTACT WATER FIELD OPERATIONS PRIOR TO ALL ITEMS 21. THE PROPERTY/ROW LINE. UNLESS OTHERWISE NOTED ON THE PLANS, THE GATE VALVES SHALL BE INSTALLED TO LINE UP WITH 20. SHAFTS, AND OUTER WALL OF HEADWALLS SHALL BE 10 FT. MINIMUM HORIZONTAL SEPARATION FROM OUTER WALL OF MAIN TO OUTER DIAMETER DRILLED HORIZONTAL SEPARATION FROM OUTER WALL OF MAIN TO OUTER WALL OF INLET SHALL BE 5 FEET. CLEAR CURB INLETS. MINIMUM THE END OF EACH WORK DAY. DEFLECT WATER MAINS AT JOINTS TO AND DETAIL AT ALL WATER MAINS SHALL HAVE TEMPORARY PLUGS PER SECTIONS 33 04 40, 33 12 25 19. SPECIFICATIONS FOR CATHODIC PROTECTION SHALL APPLY. THE RECOMMENDATIONS FROM THE CATHODIC PROTECTION STUDY, THE DRAWINGS AND CATHODIC PROTECTION STUDY IS REQUIRED ON ALL PIPES OTHER THAN PVC. IN ACCORDANCE WITH ALL DUCTILE IRON WATER MAINS SHALL BE POLY WRAPPED PER SECTION 33 11 10, 33 11 11. ALL PVC WATER MAINS 12-INCH DIAMETER AND SMALLER SHALL BE DR-14 PER SECTION 33 11 12. 18. MAIN FOR TEMPORARY WATER SERVICE DURING CONSTRUCTION. 30. LARGE DOMESTIC SERVICES (3-INCH AND LARGER) AND FIRE LINES SHALL REQUIRE A LARGER THE CONTRACTOR SHALL INSTALL A 2-INCH TEMPORARY WATER SERVICE MAIN PER SECTION 33 04 17. PLANS (SECTION 33 12 10). ALL EXISTING WATER METERS SHALL BE RELOCATED 3 FT. BEHIND THE CURB OR AS SHOWN ON THE 16. DIVISION 01 – GENERAL REQUIREMENTS DIVISION 33 – UTILITIES DIVISION 03 – CONCRETE X-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34003 LMH JWJ PCD LMH 09/08/2025 31 RFC 4SURVEY CONTROL POINTS OVERALL PROJECT MAP UTILITIES 09/08/2025 RELEASED FOR CONSTRUCTION 0 09/08/2025 LEAH M. HODGE 103562 FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34003.dgn9/4/20259:57:50 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34003.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 0 800 4000 SCALE IN FEET GEOID 12A IN U.S. SURVEY FEET. REFERENCED TO NAVD88 UTILIZING VERTICAL COORDINATES IN TABLE ARE 3. SURFACE COORDINATES. OF 1.00012 USED TO ACHIEVE GROUND PROVIDED SURFACE ADJUSTMENT FACTOR 2. 4202 IN U.S. SURVEY FEET. (2011), TEXAS NORTH CENTRAL ZONE REFERENCED TO STATE PLANE NAD83 SURFACE COORDINATES AND ARE HORIZONTAL COORDINATES IN TABLE ARE 1. NOTES: Z = 574.67 Y = 6928166.33 X = 2358606.93 EMC 3A PCM Z = 566.91 Y = 6928870.81 X = 2358295.31 EMC 3B PCM Z = 623.41 Y = 6938140.28 X = 2353211.24 EMC 2B PCM Z = 611.90 Y = 6937430.20 X = 2352932.17 EMC 2A PCM Z = 558.17 Y = 6943583.30 X = 2360401.76 000813125-03 PCM Z = 588.02 Y = 6946206.72 X = 2360343.02 EMC 1B PCMZ = 590.99 Y = 6946362.86 X = 2360028.31 EMC 1A PCM Z = 572.53 Y = 6948555.14 X = 2362470.80 000813125-04 PCM Z = 590.99 Y = 6953763.45 X = 2360059.35 000813250-03 PCM Z = 588.02 Y = 6953719.97 X = 2361149.96 000813250-04 PCM Z = 639.28 Y = 6960559.57 X = 2362636.54 000813250-02 PCM Z = 633.61 Y = 6959969.43 X = 2363571.91 000813250-01 PCM © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS SEGMENT 3 SEGMENT 4 SEGMENT 4 SEGMENT 3SEGMENT 4SEGMENT 3SEGMENT 1NSEGMENT 1SSEGMENT 1SSEGMENT 6/8 SEGMENT 5 SEGMENT 1N566.9122358578.3056929702.274EMC 3B 574.6732358889.9616928997.710EMC 3A 623.4122353493.6266938972.855EMC 2B 611.9042353214.5226938262.697EMC 2A 588.0222360626.2586947040.263EMC 1B 590.9862360311.5146947196.429EMC 1A 572.5292362754.2966949388.975000813125-04 558.1742360685.0126944416.533000813125-03 588.0222361433.3026954597.905000813250-04 590.9862360342.5546954597.905000813250-03 639.2762362920.0606961394.838000813250-02 633.6102363855.5446960804.625000813250-01 ELEVATIONGROUND EASTINGGROUND NORTHINGPOINT NAME UNI ON PACI FI C RRMANSFI ELD HWYRAMEY AVE E BERRY STWILBARGER ST MARTIN ST SUN VALLEY DRIVEVILLAGE CREEK RDCAREY STSPRINGS RDBOWMANI-820HWY-287I-820 &MOSSON RDHWY- 2 8 7 FITZHIGH AVE I-820I-820E ROSEDALE ST E LA N C A S T E R AV E CRAIG ST MEADOWBROOK DR BRENTWOOD STAIR RD I-30 HWY-287 I-20 &LITTLE RDX-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 1 3 -45 8PP 1 3 - 4 5 6PP P P1 3- 4 5 7 P P1 4- 4 7 21 4- 4 7 3P P1 3- 4 5 9PP 1 3 - 4 55PP1 3- 4 5 3P P1 3- 1 5 4 P P1 4 - 4 77PP1 4 - 4 7 6PP P P1 5- 5 0 6 P P1 5- 5 0 4P P1 5- 5 0 515 - 5 03PP 13 - 4 6 3 P P1 3- 4 6 2 P P1 3- 4 6 1 P P13 - 4 60 P P 1 4- 4 7 5 P PPP1 4 - 4 74 1 5 - 5 09 PP PP 15 - 5 10 14 - 4 79PP 1 4- 4 8 0P PP P 1 4- 4 7 81 4- 4 8 2PP P P1 4- 4 8 1 P P15 - 5 0 8 T 88 6 1 8.24 P P15 - 5 1 2 P P1 5- 5 1 1P P 1 5- 5 0 7 SEGMENT 1S SEGMENT 1N S00-UT-34004 LMH JWJ PCD LMH 09/08/2025 31 RFC 5SEGMENT 1N PROJECT KEYMAP - SEC-U-0520 UTILITIES 09/08/2025 RELEASED FOR CONSTRUCTION 0 09/08/2025 LEAH M. HODGE 103562 0 200 1000 SCALE IN FEET SOO-UT-34010 S00-UT-34008 THRU WL-1144A S00-UT-34013 WL-1144D S00-UT-34012 WL-1144C S00-UT-34011 WL-1144B FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34004.dgn9/4/20259:59:47 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34004.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 FORT WORTH AVEE ROSEDALE STHART STR AI L R OADP ACI FI CUNION MEL ST RICH STI-820 CRAI G STLOUISE ST E LANCASTER AVETALLI E RDRI CKENBACKER PLPROTHROW STVEL DRTRUMAN DRLU C A S D R PLAZA CI RBEATY STBEATY STVAN NATTA LNCRAVENS RDGREENLE E STWOODBI NE DRDALLAS AVET E N SI O N A V E I-820MACEO LNI-820FITZHUGH AVES CRAVENS RD E ROS E DAL E S TRAMEY AVEE LANCASTER AVECRAI G STX-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Billboard 14-477 PP TFP S TFP TFP TFP S S MH FH TFP TFP FH TFP TFP TFP FH LP LP Sign FH LP S LP TFP MH LP LP MH S LP LP LP 14-476 PP TFP TFP TFP MH TFP TFP MH FH TFP TFP TFP LP TFP TFP TFP TFP LP LP LP LP TFP FH TFP Sign S S TFP FH MH MH MH LP TFP PP S TFP S MH 15-506 S TFP MH TFP MH S S TFP/LP S S LP TFP Sign S S LP TFP S TFP TFP MH S LP MH MH S TFP LP MH S MH FH S S LP TFP TFP PP S TFP 15-505 MH MH TFP Sign TFP S MH S S LP LP FH LP LP TFP/LP LP LP TFP LP LP Sign LP LP LP Billboard LP LP MH MH S MH S Sign LP TFP TFP MH S LP TFP TFP/LP MH S LP S LP TFP LP LP MH TFP LP MH S LP LP S Sign MH TFP LP LP LP Sign LP LP MH S LP LP LP TFP S S S LP FH LP S MH MH S S LP FH S S S S 13-463 PP LP S LP MH LP LP LP MH MH S FH S S LP LP LP LP S TL LP LP TFP TFP MH LP MH LP LP LP S S LP Sign LP LP LP LP TL MH MH S LP FH LP MH LP 13-462 PP LP MH MH LP FH FP S LP LP LP LP LP LP TL TL Sign S TL TFP 13-461 PP LP LP TFP/LP LP LP MH S MH S S LP LP LP S Sign Sign MH LP LP S LP S LP S S MH LP LP FH MH FH Sign TFP MH MH MH TFP TFP MH MH LP TFP S S TFP LP LP FH S LP S TL LP TFP TFP S S TFP Sign LP TFP/LP LP FH LP S MH LP TFP MH LP FH MH LP S LP MH TFP LP MH TFP S MH LP LP TFP TFP 14-475 MH LP S LP MH MH TFP LP LP TFP TFP TFP FH MH TFP TFP S S MH LP LP MH PP LP S TFP LP LP LP LP LP S LP Sign LP S LP LP TFP LP FH MH LP LP MH S LP LP S TFP LP LP S S LP LP TFP LP TFP S LP Sign S LP LP S S S MH LP LP S S S S TFP MH LP MH LP Billboard LP LP LP LP LP LP LP LP LP LP LP MH TL PP S LP 14-474 TL FH MH MH TFP TFP Foundation LP LP LP LP S PP14-478 TFP LP TFP FH S TL T88 618.24 S TFP/LP FH S S TL S S MH S LP TFP S TFP/LP TFP TFP TL/LPMHs TFP S S S S FH S S FP MH MH MHs MH LP S LP LP TFP TFP/LP LP MHs LP FH FH LP LP LP LP LP TFP LP LP LP LP S S FH LP LP LP LP S LP LP LP LP LP S S LP LP LP LP TL LP TL LP LP LP S LP LP LP MH TFP TFP LP LP LP LP TFP LP MH S MH LP LP LP TFP LP TFP S LPs TL/LP LP LP LP S LP LP S S LP S S LP S S S S LP S LP LP LP S LP LP LP LP S LP LP S LP S S S S S LP S S MH Sign LP S Sign S LP S LP LP LP LP S LP MH S LP LP S S S LP S S LP S S LP S S MH S S Sign FP MH S S S S LP S LP LP S S S S S TL S LP TL TL MH TL S S LP TL S S S S TFP/LP LP S LP S LP S S TL S S TL TL Sign LP S S LP LP LP LP MH LP MH MH S LP LP LP S LP LP S S MH S S S TL MH LP LP S LP S MH S FH TFP/LP S LP S LP LP MH LP S LP S S LP S LP LP S LP S LP LP S S MH LP S LP LP S LP S S S LP LP S S FH Sign MH S LP MH LPSign LP S LP Sign Sign LP S LP S MH TFP LP TFP/LP LP MH MH S LP LP TL TFP Sign FH MH S S MH S LP S MH S TFP Sign MH MH S LP LP LP S S LP LP S LP S LP TFP/LP S LP S S LP S S MHs S S LP S LP S LP S S LP LP S LP LP S LP LP LP LP S LP S MH S MH LP S MH S LP LP MH LP LP LP LP LP LP LP WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM W WM WM WM WMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM W WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM S00-UT-34005 LMH JWJ PCD LMH 09/08/2025 31 RFC 6 EXISTING WATER SYSTEM ABANDONMENT LAYOUT UTILITIES 09/08/2025 RELEASED FOR CONSTRUCTION 0 09/08/2025 LEAH M. HODGE 103562 0 80 400 SCALE IN FEET D007. CUT & PLUG EXISTING LINES PER DETAIL 6. ABANDONED WITH GROUT. EXISTING WATER SERVICE PIPE SHALL BE WATER LINES. WHERE APPROPRIATE, RECONNECTED TO THE RELOCATED ALL EXISTING WATER SERVICES MUST BE 5. DAYS. CALENDARFIELD OPERATIONS WITH IN 5 DELIVERED TO CITY OF FORT WORTH ALL SALVAGED MATERIALS MUST BE 4. 1608 11TH AVE. FORT WORTH, TX 76102. WORTH FIELD OPERATIONS LOCATED AT SALVAGED MATERIALS TO CITY OF FORT DAVIS, AT (817) 944-8277. DELIVER ALL WATER SYSTEMS SUPERVISOR, MATTHEW JESUS RAMIREZ, AT (817) 392-5027 OR CONTACT WAREHOUSE SUPERVISOR, 3. WAREHOUSE. CITY'S FIELD WATER OPERATIONS ITEMS REMOVED AND SALVAGED TO THE DOCUMENTS TO CITY INSPECTOR FOR ALL CONTRACTOR SHALL PROVIDE 2. REMOVED OR SALVAGED. OPERATIONS PRIOR TO ALL ITEMS BEING CONTACT THE CITY'S WATER FIELD CONTRACTOR AND CITY INSPECTOR TO 1. NOTES: FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34005.dgn9/4/202510:09:44 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34005.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM W WM WM WM WMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM W WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM ABANDONMENT SEE COFW-PK06A FOR ABANDONMENT SEE COFW-PK06A FOR ABANDONMENT SEE COFW-PK08 FOR 16" CI WL WITH GROUT ABANDON 675 LF EXIST. WL-1144A (UT-11009) EXIST. 16" GV REMOVE & SALVAGE EXIST. 16" CI WL CUT & PLUG EXIST. 16" CI WL CUT & PLUG 2 - EXIST. 8" GV REMOVE & SALVAGE REMOVE & SALVAGE EXIST. WM EXIST. FH & 6" GV REMOVE & SALVAGE E=2360458.41 N=6953246.69 INSTALL 16" PRESSURE PLUG EXIST. 16" GV REMOVE & SALVAGE EXIST. 8" PVC WL CUT & PLUG 6" FH LEAD WITH GROUT ABANDON 23 LF EXIST. WL-1144B (UT-11009) 8" PVC WL WITH GROUT ABANDON 40 LF EXIST. WL-1144D (UT-11009) X-15340E LANCASTER AVEE LANCASTER AVEI-820PLANT STRI CH STPUTMAN STMEL STX-15340X-21300CRAVENS RDX-UNKNX-UNKNX-UNKNX-15340X-15079X-UNKNX-12361X-13687LOUISE STMALCOLM STX-15340X-14056X-14825X-1 4 0 5 6 X-09603HAYNIE STFOREST AVEC H U R C H S T ERIE STK E R R S T HANDLEY DRR O U T T S T C R A IG STDALLAS AVETENSION DR OLD HANDLEY RD H A R T S T ROSEDALE ST PLAZA CIR X-19099 HART ST X-22892X-22892 X-UNKNX-19099X-09061 X-UNKN ROSEDALE STI-820S ERIE STTENSION DR FORT WORTH AVE UNION PACIFIC RAILROAD U N IO N PA C IF IC RA ILRO AD X-#####10/28/2025 10/28/2025 10/28/2025 X-28725Billboard 14-477 PP TFP S TFP TFP TFP S S MH FH TFP TFP FH TFP TFP TFP FH LP LP Sign FH LP S LP TFP MH LP LP MH S LP LP LP 14-476 PP TFP TFP TFP MH TFP TFP MH FH TFP TFP TFP LP TFP TFP TFP TFP LP LP LP LP TFP FH TFP Sign S S TFP FH MH MH MH LP TFP PP S TFP S MH 15-506 S TFP MH TFP MH S S TFP/LP S S LP TFP Sign S S LP TFP S TFP TFP MH S LP MH MH S TFP LP MH S MH FH S S LP TFP TFP PP S TFP 15-505 MH MH TFP Sign TFP S MH S S LP LP FH LP LP TFP/LP LP LP TFP LP LP Sign LP LP LP Billboard LP LP MH MH S MH S Sign LP TFP TFP MH S LP TFP TFP/LP MH S LP S LP TFP LP LP MH TFP LP MH S LP LP S Sign MH TFP LP LP LP Sign LP LP MH S LP LP LP TFP S S S LP FH LP S MH MH S S LP FH S S S S 13-463 PP LP S LP MH LP LP LP MH MH S FH S S LP LP LP LP S TL LP LP TFP TFP MH LP MH LP LP LP S S LP Sign LP LP LP LP TL MH MH S LP FH LP MH LP 13-462 PP LP MH MH LP FH FP S LP LP LP LP LP LP TL TL Sign S TL TFP 13-461 PP LP LP TFP/LP LP LP MH S MH S S LP LP LP S Sign Sign MH LP LP S LP S LP S S MH LP LP FH MH FH Sign TFP MH MH MH TFP TFP MH MH LP TFP S S TFP LP LP FH S LP S TL LP TFP TFP S S TFP Sign LP TFP/LP LP FH LP S MH LP TFP MH LP FH MH LP S LP MH TFP LP MH TFP S MH LP LP TFP TFP 14-475 MH LP S LP MH MH TFP LP LP TFP TFP TFP FH MH TFP TFP S S MH LP LP MH PP LP S TFP LP LP LP LP LP S LP Sign LP S LP LP TFP LP FH MH LP LP MH S LP LP S TFP LP LP S S LP LP TFP LP TFP S LP Sign S LP LP S S S MH LP LP S S S S TFP MH LP MH LP Billboard LP LP LP LP LP LP LP LP LP LP LP MH TL PP S LP 14-474 TL FH MH MH TFP TFP Foundation LP LP LP LP S PP14-478 TFP LP TFP FH S TL T88 618.24 S TFP/LP FH S S TL S S MH S LP TFP S TFP/LP TFP TFP TL/LPMHs TFP S S S S FH S S FP MH MH MHs MH LP S LP LP TFP TFP/LP LP MHs LP FH FH LP LP LP LP LP TFP LP LP LP LP S S FH LP LP LP LP S LP LP LP LP LP S S LP LP LP LP TL LP TL LP LP LP S LP LP LP MH TFP TFP LP LP LP LP TFP LP MH S MH LP LP LP TFP LP TFP S LPs TL/LP LP LP LP S LP LP S S LP S S LP S S S S LP S LP LP LP S LP LP LP LP S LP LP S LP S S S S S LP S S MH Sign LP S Sign S LP S LP LP LP LP S LP MH S LP LP S S S LP S S LP S S LP S S MH S S Sign FP MH S S S S LP S LP LP S S S S S TL S LP TL TL MH TL S S LP TL S S S S TFP/LP LP S LP S LP S S TL S S TL TL Sign LP S S LP LP LP LP MH LP MH MH S LP LP LP S LP LP S S MH S S S TL MH LP LP S LP S MH S FH TFP/LP S LP S LP LP MH LP S LP S S LP S LP LP S LP S LP LP S S MH LP S LP LP S LP S S S LP LP S S FH Sign MH S LP MH LPSign LP S LP Sign Sign LP S LP S MH TFP LP TFP/LP LP MH MH S LP LP TL TFP Sign FH MH S S MH S LP S MH S TFP Sign MH MH S LP LP LP S S LP LP S LP S LP TFP/LP S LP S S LP S S MHs S S LP S LP S LP S S LP LP S LP LP S LP LP LP LP S LP S MH S MH LP S MH S LP LP MH LP LP LP LP LP LP LP WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM W WM WM WM WMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM W WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM W WM WM WM WMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM W WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM ABANDONMENT SEE COFW-PK06A FOR ABANDONMENT SEE COFW-PK06A FOR ABANDONMENT SEE COFW-PK08 FOR 16" CI WL WITH GROUT ABANDON 675 LF EXIST. WL-1144A (UT-11009) EXIST. 16" GV REMOVE & SALVAGE EXIST. 16" CI WL CUT & PLUG EXIST. 16" CI WL CUT & PLUG 2 - EXIST. 8" GV REMOVE & SALVAGE REMOVE & SALVAGE EXIST. WM EXIST. FH & 6" GV REMOVE & SALVAGE E=2360458.41 N=6953246.69 INSTALL 16" PRESSURE PLUG EXIST. 16" GV REMOVE & SALVAGE EXIST. 8" PVC WL CUT & PLUG 6" FH LEAD WITH GROUT ABANDON 23 LF EXIST. WL-1144B (UT-11009) 8" PVC WL WITH GROUT ABANDON 40 LF EXIST. WL-1144D (UT-11009)X-15340E LANCASTER AVEE LANCASTER AVEI-820PLANT STRI CH STPUTMAN STMEL STX-15340X-21300CRAVENS RDX-UNKNX-UNKNX-UNKNX-15340X-15079X-UNKNX-12361X-13687LOUISE STMALCOLM STX-15340X-14056X-14825X-1 4 0 5 6 X-09603HAYNIE STFOREST AVEC H U R C H S T ERIE STK E R R S T HANDLEY DRR O U T T S T C R A IG STDALLAS AVETENSION DR OLD HANDLEY RD H A R T S T ROSEDALE ST PLAZA CIR X-19099 HART ST X-22892X-22892 X-UNKNX-19099X-09061 X-UNKN ROSEDALE STI-820S ERIE STTENSION DR FORT WORTH AVE UNION PACIFIC RAILROAD U N IO N PA C IF IC RA ILRO AD 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 14-477 PP 14-476 PP PP 15-506 PP 15-505 13-463 PP 13-462 PP 13-461 PP 14-475 PP PP 14-474 PP14-478 T88 618.24 6"WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM W WM WMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM W WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM S00-UT-34006 LMH JWJ PCD LMH 11/21/2025 31 RFC 7EXISTING ISOLATION VALVE LAYOUT PROP. WATER SYSTEM AND UTILITIES 11/21/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE 0 80 400 SCALE IN FEET FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34006.dgn11/20/20252:38:06 PMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34006.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 VALVE ISOLATION EXIST. VALVE ISOLATION EXIST. SEE COFW-PK06A SEE COFW-PK06A SEE COFW-PK08 VALVE ISOLATION EXIST. COFW-PK15A CONSTRUCTION) (TO BE IN SERVICE PRIOR TO PROP. ISOLATION VALVE VALVE ISOLATION EXIST. VALVE ISOLATION EXIST. VALVE ISOLATION EXIST. VALVES ISOLATION 2-EXIST. VALVE ISOLATION EXIST. WL-1106AX-15340E LANCASTER AVEE LANCASTER AVEI-820PLANT STRI CH STPUTMAN STMEL STX-15340X-21300X-UNKNX-UNKNX-UNKNX-15340X-15079X-UNKNX-12361X-13687LOUISE STMALCOLM STX-15340X-14056X-14825 HAYNIE STC H U R C H S T ERIE STK E R R S T HANDLEY DRR O U T T S TFOREST AVEH A R T S T OLD HANDLEY RD TENSION DRDALLAS AVEWL- 1 1 0 6 AWL-1106BPLAZA CIR E ROSEDALE ST WL-1104A WL-1125 WL-1126WL-1131WL-1136 WL-1104BHART ST WL-1139 I-820E ROSEDALE ST X-UNKNX-22892 X-19099 X-22892X-UNKN X-09061X-19099S ERIE STFORT WORTH AVE RAILROADPACIFICUNION RA ILROAD PAC IF IC UN ION WL-1144B WL-1144AX-15340 WL-1144C WL-1144DX-28725 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 09/08/2025 LEAH M. HODGE 103562 P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the 10/28/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34007 LMH JWJ PCD LMH 09/08/2025 31 RFC 8 LEGEND UTILITIES 09/08/2025 RELEASED FOR CONSTRUCTION 0 09/08/2025 LEAH M. HODGE 103562 FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34007.dgn9/4/202510:17:26 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34007.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 FTW WATER LEGEND FTW WATER CLEANING WYE WATER METER FIRE HYDRANT WATER REDUCER WATER GATE VALVE APPURTENANCES (PROPOSED AND EXISTING): WATER CASING PIPE PROPOSED WATER LINE EXISTING WATER (TO ABANDON) EXISTING WATER (ABANDONED) EXISTING WATER (TO REMAIN) (U) - UTILITY LOCATION IS UNKNOWN (R) - UTILITY LOCATION BASED ON RECORD DRAWINGS (B) - UTILITY LOCATION BASED ON SUE LVL B (A) - UTILITY LOCATION BASED ON SUE LVL A CROSSING DESCRIPTION LABEL AS FOLLOWS: *ACCURACY DESIGNATION IS INCLUDED IN THE EXISTING UTILITY PROPOSED UTILITY CROSSING EXISTING UTILITY CROSSING* TEE/TAP PRESSURE PLUG ASSEMBLY WITH VAULT COMBINATION AIR VALVE (NO VAULT, WITH VAULT) GATE VALVE CASING PROPOSED WATER LINE EXISTING WATER LINE FINISHED GRADE EXISTING GROUND OTHER UTILITIES* PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE GAS WASTEWATER WASTEWATER WASTEWATER WASTEWATER WASTEWATER WATER WATER WATER WATER WATER TELEPHONE CTV FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC OVERHEAD TELEPHONE OVERHEAD FIBER OPTIC/CTV OVERHEAD FIBER OPTIC OVERHEAD ELECTRIC ELECTRIC WILLIAMS SUMMIT MIDSTREAM (DFW MIDSTREAM) FLINT HILLS ENERGY TRANSFER COWTOWN (SUBSIDIARY OF CRESTWOOD) BLUE STONE NATURAL ATMOS PRIVATE CITY OF FOREST HILL CITY OF ARLINGTON CITY OF KENNEDALE CITY OF FORT WORTH PRIVATE CITY OF FOREST HILL CITY OF ARLINGTON CITY OF KENNEDALE CITY OF FORT WORTH ATT CHARTER CONTERRA TELECOM TERVICE CENTURY LINK (FORMERLY LEVEL 3) CHARTER VERIZON BUSINESS (FORMERLY MCI) ZAYO ATT ATT CHARTER/CHARTER VERIZON BUSINESS ONCOR ONCOR *ONLY EXISTING SUE LVL D LINESTYLES SHOWN (AS GENERAL REPRESENTATION OF ALL UTILITY LINESTYLES) GENERAL FLOODPLAIN BOUNDARY PROPOSED EASEMENT (FINAL) PROPOSED EASEMENT (PRELIMINARY) EXISTING EASEMENT EXISTING PROPERTY LINE PROPOSED R.O.W. EXISTING R.O.W. DRAINAGE CONCRETE RIPRAP STONE RIPRAP STORM DITCH STORM HEADWALL STORM GRATE STORM CURB INLET PROPOSED STORM PIPE/BOX EXISTING STORM PIPE/BOX (ABANDON) EXISTING STORM PIPE/BOX (REMAIN) OTHER UTILITY STRUCTURES POWER POLE HANDHOLE MANHOLE NOISE WALL RETAINING WALL CONCRETE BARRIER CIVIL TRAFFIC & LIGHTING (NTS) ELECTRICAL SERVICE CONNECTION GROUND BOX BORED CONDUIT HIGH-MAST LIGHTING LIGHT POLE TRAFFIC POLE SIGNS SMALL SIGN LARGE SIGN (PLAN VIEW) (PROFILE VIEW) WM X-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 510+0012655+00 12656+00 12657+001+002+00 3+00 S00-UT-34008 LMH JWJ PCD LMH 11/21/2025 31 RFC 9PLAN AND PROFILE - STA 1+00.00 TO STA 3+00.00 WATER LINE RELOCATION 1144A UTILITIES 11/21/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE EXISTING UTILITIES. CONTRACTOR TO VERIFY DEPTH OF ALL INFORMATION PROVIDED BY OTHERS. BASED ON THE BEST AVAILABLE ALL EXISTING ELEVATIONS SHOWN ARE ADDITIONAL NOTE REPLACE THEM AT THEIR OWN EXPENSE. DAMAGED, THE CONTRACTOR SHALL SHOWN). IF ANY EXISTING UTILITIES ARE EXISTING UTILITIES (SHOWN AND NOT WHERE NECESSARY AND PROTECTING COORDINATING UTILITY RELOCATION CONTRACTOR IS RESPONSIBLE FOR ANY CONFLICTS DISCOVERED. IMMEDIATELY NOTIFY THE ENGINEER OF OF CONSTRUCTION AND SHALL WITH THE PROVIDER PRIOR TO THE START LOCATION OF ALL EXISTING UTILITIES CONTRACTOR SHALL FIELD VERIFY THE EXISTING UTILITIES IN THIS AREA. WARNING 0 20 40 SCALE IN FEET 0 4 8 H V SEWER LINES. RELOCATED PRIOR TO COFW-PK15B 6. COFW-PK15A WATER LINES TO BE WATER LINE. COVER IS LESS THAN 5' ALONG THE REQUIREMENTS. NOTIFY THE ENGINEER IF COVER AND STRUCTURE DEPTH CONSTRUCTION AND CONFIRM MINIMUM VERIFY GROUND ELEVATIONS PRIOR TO UPRR ROW. CONTRACTOR SHALL FIELD 5. GRADING HAS BEEN ALTERED SOUTH OF REFERENCE IN PROFILE. AND UTILIZE TRENCH REPAIR DETAIL UTILITY WITHIN THE WATER LINE TRENCH ABANDONED, REMOVE THE EXISTING CROSSED UNDER IS ALREADY CROSSINGS. IF EXISTING UTILITY BEING DETAIL H WITHIN 3' OF UTILITY EXISTING UTILITY, USE TRENCH REPAIR WHEN CROSSING UNDER AN ACTIVE 4. (*LENGTH ON EACH SIDE OF BEND) 22.5° - 47 FT, 11.25° - 23 FT BENDS* 90° - 233 FT, 45° - 97 FT, PLUGS TEES AND VALVES - 117 FT FOR 16" DIP: 22.5° - 12 FT, 11.25° - 6 FT BENDS* 90° - 60 FT, 45° - 25 FT, PLUGS TEES AND VALVES - 183 FT FOR 16" PVC: MINIMUM RESTRAINED LENGTHS:3. FITTINGS. SECURE ALL BRANCH VALVES TO ANCHOR COUPLINGS SHOULD BE USED TO THRUST BLOCKING. ANCHOR TEES OR JOINTS IN ADDITION TO CONCRETE AND VALVES SHALL HAVE RESTRAINED ALL VERTICAL AND HORIZONTAL FITTINGS 2. OTHERWISE NOTED ON DRAWINGS. SURFACE TO THE TOP OF PIPE, UNLESS INCHES FROM FUTURE AND PROPOSED MINIMUM DEPTH OF COVER SHALL BE 60 1. NOTES: FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34008.dgn11/20/20251:26:27 PMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34008.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 MATCHLINE STA. 3+00.00PROP. 16" WL-1144A E=2360602.81 N=6952587.03 INSTALL ABOVE GROUND MARKER BEGIN 16" WL-1144A AT STA 12+63.36 (X-19099) CONNECT TO EXIST. 16" CI WL STA 1+00.00 WL-1144A E=2360602.66 N=6952599.03 INSTALL ABOVE GROUND MARKER W/ HORIZONTAL BLOCKING INSTALL: 1-45° BEND DEFLECT 44°37'32'' LT STA 1+12.00 WL-1144A E=2360567.15 N=6952634.11 INSTALL ABOVE GROUND MARKER W/ HORIZONTAL BLOCKING INSTALL: 1-45° BEND DEFLECT 45°00'00'' LT STA 1+61.92 WL-1144A E=2360563.15 N=6952634.08 INSTALL ABOVE GROUND MARKER W/ HORIZONTAL BLOCKING INSTALL: 1-11.25° BEND DEFLECT 10°15'05'' LT STA 1+65.92 WL-1144A (COFW-PK15B) PROP. 12" SS-3125A 8 .98' 13 .44'17.50'6 .87'10.00'15.01'SEWER EASEMENT PROP. PERM. 15' COFW WATER EASEMENT PROP. PERM. 20' COFW EASEMENT UTILITY EXIST. 6' FIBER EASEMENT PROP. PERM. 10' ATT REBEL & PARISH LLC 6025 HART ST MADDING ADDITION LOT 1A AKA W 62.15' OF LOT 1 REBEL & PARISH LLC 6017 HART ST MADDING ADDITION LOT 2A UPRR ROW E=2360572.84 N=6952628.49 VALVE AND VAULT 16" GATEINSTALL: 1- STA 1+53.92 WL-1144A UNION PACIFIC RAILROADI-820 SBFRONTAGE RDX-19099X-153400+00 1+00 2+00 3+00 575 575 580 580 585 585 590 590 595 595 600 600 605 605 610 610 615 615 STA 2+18.27 WL-1144ADEFLECT 0°48'49" DNTOP = 598.94STA 1+12.00 WL-1144ADEFLECT 45°00'00" UPTOP = 592.38STA 1+28.59 WL-1144ADEFLECT 45°48'49" UPINSTALL 1-45° BENDTOP = 592.41STA 1+33.58 WL-1144ADEFLECT 45°00'00" DNINSTALL 1-45° BENDTOP = 597.57STA 1+07.84 WL-1144ADEFLECT 45°30'36" DNINSTALL 1-45° BENDTOP = 596.52STA 1+00.00 WL-1144ACONNECT TO EXIST. 16" WL (A)BEGIN 16" WL-1144ATOP = 596.44TOP = 599.10(SEE NOTE 5) FINISHED GRADE EXIST. GROUND/ EXIST. 16" CI WL @ 1.09% (TO BE ABANDONED) OPTIC DUCTBANK (A) EXIST. FIBER DUCT FIBER PROP. (TO BE ABANDONED) EXIST. 10" SEWER (A) (TO REMAIN) OPTIC CABLE (B) EXIST. FIBER 0.55'(2' MIN)3.34'4.68' (2' MIN)8 LF 16" DR 18 PVC WL @ 1.09% 4 LF 16" DR 18 PVC WL @ -99.68% 5 LF 16" DR 18 PVC WL @ 103.38% 85 LF 16" DR 18 PVC WL @ 1.62% 82 LF 16" DR 18 PVC WL @ 0.20%5.11' (5' MIN)171 LF TRENCH REPAIR PER DETAIL A @ 0.20% 16" DIP WL 17 LF 2.29'PER DETAIL H 17 LF TRENCH REPAIR PER DETAIL A 17 LF TRENCH REPAIR STA 1+53.92 WL-1144AINSTALL: 1-16" GATEVALVE AND VAULTTOP = 597.90 WL-1144A X-28725 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 09/08/2025 LEAH M. HODGE 103562 P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the 10/28/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 12658+0012659+0012658+0012659+0012658+0012659+0012658+003+004+00 5+00 6+00 7+00 5+00 S00-UT-34009 LMH JWJ PCD LMH 11/21/2025 31 RFC 10PLAN AND PROFILE - STA 3+00.00 TO STA 7+00.00 WATER LINE RELOCATION 1144A UTILITIES 11/21/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE EXISTING UTILITIES. CONTRACTOR TO VERIFY DEPTH OF ALL INFORMATION PROVIDED BY OTHERS. BASED ON THE BEST AVAILABLE ALL EXISTING ELEVATIONS SHOWN ARE ADDITIONAL NOTE REPLACE THEM AT THEIR OWN EXPENSE. DAMAGED, THE CONTRACTOR SHALL SHOWN). IF ANY EXISTING UTILITIES ARE EXISTING UTILITIES (SHOWN AND NOT WHERE NECESSARY AND PROTECTING COORDINATING UTILITY RELOCATION CONTRACTOR IS RESPONSIBLE FOR ANY CONFLICTS DISCOVERED. IMMEDIATELY NOTIFY THE ENGINEER OF OF CONSTRUCTION AND SHALL WITH THE PROVIDER PRIOR TO THE START LOCATION OF ALL EXISTING UTILITIES CONTRACTOR SHALL FIELD VERIFY THE EXISTING UTILITIES IN THIS AREA. WARNING TO COFW-PK15B SEWER LINES. 6. COFW-PK15A WATER LINES TO BE RELOCATED PRIOR ALONG THE REMAINDER OF THE LINE. LESS THAN 5'-3" AT THE GATE VALVE, OR LESS THAN 5' REQUIREMENTS. NOTIFY THE ENGINEER IF COVER IS MINIMUM COVER AND STRUCTURE DEPTH ELEVATIONS PRIOR TO CONSTRUCTION AND CONFIRM CONTRACTOR SHALL FIELD VERIFY GROUND 5. GRADING HAS BEEN ALTERED SOUTH OF UPRR ROW. PROFILE. AND UTILIZE TRENCH REPAIR DETAIL REFERENCE IN EXISTING UTILITY WITHIN THE WATER LINE TRENCH UNDER IS ALREADY ABANDONED, REMOVE THE CROSSINGS. IF EXISTING UTILITY BEING CROSSED USE TRENCH REPAIR DETAIL H WITHIN 3' OF UTILITY WHEN CROSSING UNDER AN ACTIVE EXISTING UTILITY, 4. (*LENGTH ON EACH SIDE OF BEND) 22.5° - 47 FT, 11.25° - 23 FT BENDS* 90° - 233 FT, 45° - 97 FT, PLUGS TEES AND VALVES - 117 FT FOR 16" DIP: 22.5° - 12 FT, 11.25° - 6 FT BENDS* 90° - 60 FT, 45° - 25 FT, PLUGS TEES AND VALVES - 183 FT FOR 16" PVC: MINIMUM RESTRAINED LENGTHS:3. ALL BRANCH VALVES TO FITTINGS. ANCHOR COUPLINGS SHOULD BE USED TO SECURE TO CONCRETE THRUST BLOCKING. ANCHOR TEES OR VALVES SHALL HAVE RESTRAINED JOINTS IN ADDITION ALL VERTICAL AND HORIZONTAL FITTINGS AND 2. OF PIPE, UNLESS OTHERWISE NOTED ON DRAWINGS. FROM FUTURE AND PROPOSED SURFACE TO THE TOP MINIMUM DEPTH OF COVER SHALL BE 60 INCHES 1. NOTES: 0 20 40 SCALE IN FEET 0 4 8 H V FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34009.dgn11/20/20251:32:14 PMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34009.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 MATCHLINE STA. 3+00.00 MATCHLINE STA. 7+00.00PROP. 16" WL-1144A CARRIER PIPE 16" DIP WATER OPEN CUT WITH BY OTHER THAN STEEL CASING PIPE THICK, 30" DIAMETER INSTALL 175 LF 1/2" E=2360326.15 N=6952778.05 W/ HORIZONTAL BLOCKING DEFLECT 14°12'35" RT STA 5+14.52 WL-1144A (COFW-PK15B) PROP. 12" SS-3125A E=2360327.27 N=6952775.62 CROSSING TEST STATION D151 INSTALL FLUSH MOUNTED CASED OTHER THAN OPEN CUT END CASING INSTALL BY STA 5+11.84 WL-1144A 75°38'24 10.00'27.50'FIBER EASEMENT PROP. PERM. 10' ATT WATER EASEMENT PROP. PERM. 20' COFW AMERCO REAL EST CO 6050 TENSION DR ELKINS, JACK SUBDIVISION LOT 1 UHAUL CO OF DALLAS FORT WORTH 6050 TENSION DR 250' TOTXDOT ROW& EXIST. WATER(X-15340)180' TO TENSION DR EASEMENT UTILITY EXIST. 10' TENSION EPA LLC 6000 TENSION DR TENSION INDUSTRIAL ADDITION BLOCK 1, LOT 2 SEWER EASEMENT PROP. PERM. 35' COFW 1135' TOMM239.50MM239.72150' TOMM239.75EASEMENT UTILITY EXIST. 5' E=2360400.98 N=6952617.21 CROSSING TEST STATION D151 INSTALL FLUSH MOUNTED CASED BY OTHER THAN OPEN CUT BEGIN STEEL CASING PIPE STA 3+37.12 WL-1144A E=2360404.02 N=6952610.69 INSTALL ABOVE GROUND MARKER W/ HORIZONTAL BLOCKING INSTALL: 1-11.25° BEND DEFLECT 11°38'44'' RT STA 3+29.93 WL-1144A E=2360406.40 N=6952607.48 INSTALL ABOVE GROUND MARKER W/ HORIZONTAL BLOCKING INSTALL: 1-22.5° BEND DEFLECT 21°30'00'' RT STA 3+25.93 WL-1144A E=2360409.80 N=6952605.36 GROUND MARKER INSTALL ABOVE W/ HORIZ. BLOCKING INSTALL: 1-45° BEND DEFLECT 42°30'34'' RT STA 3+21.93 WL-1144A REBEL & PARISH LLC 6013 HART ST MADDING ADDITION LOT 3A 240.77' TOWEST FACE OFPROP. BRIDGE 239.63ABUTMENT ALONG� MAIN TRACK 2150' UPRR ROW � MAIN TRACK 2 32.91' LAKIEVIEW INDUSTRIAL PARK LLC 6009 HART ST MADDING ADDITION LOT 3B COFW SEWER ESMT PROP. PERM. 15' COFW WATER ESMT PROP. PERM. 20' UTILITY ESMT EXIST. 6' � MAIN TRACK 1 � SHOOFLY TRACK 2 � SHOOFLY TRACK 1 272.01' TOWEST FACE OFPROP. BRIDGE239.63 ABUTMENTALONG � SHOOFLYTRACK 11,497.21' TO� INTERSECTIONTENSION DR AND� SHOOFLY TRACK 11,526.86' TO� INTERSECTIONTENSION DR AND� MAIN TRACK 2 UNION PACFICRAILROAD4+00 5+00 6+00 7+00 580 585 590 595 600 605 610 615 620 10.01' (5.5' MIN) (TO BE ABAN'D) MANHOLE (B) EXIST. FIBER (TO BE ABAN'D) OPTIC CABLES (B) 2-EXIST. FIBER FINISHED GRADE EXIST. GROUND/ 148 LF TRENCH REPAIR PER DETAIL J 40 LF TRENCH REPAIR PER DETAIL G 175 LF BY OTHER THAN OPEN CUT TOP = 604.28TOP = 604.05STA 5+14.52 WL-1144ADEFLECT UP 45°00'00"INSTALL: 1-45° BENDEND 16" DIP, BEGIN 16" PVCTOP = 599.52STA 5+11.84 WL-1144AEND STEEL CASING INSTALLBY OTHER THAN OPEN CUTEND SEAL PER SECTION 33 05 24TOP CASING = 600.13124 LF 16" DR 18 PVC WL @ 0.27% BY UPRR) (TO BE RELO'D SIGNAL (U) EXIST. UPRR STA 5+17.79 WL-1144ADEFLECT DN 43°57'13"INSTALL: 1-45° BENDTOP = 602.813 LF 16" DR 18 PVC WL @ 100.55%4.01'3.24'3.15'4.71'9.91' (5' MIN)5.66' (5' MIN)TOP = 599.10STA 3+29.93 WL-1144AEND 16" PVC, BEGIN 16" DIPTOP = 599.16TOP CASING = 599.93ABAN'D) (TO BE FOC (A) EXIST.2.76'1.07'16.01'(TO BE ABAN'D) OPTIC CABLES (A) 2-EXIST. FIBER OPTIC CABLE PROP. FIBER DUCT OPTIC FIBER PROP. 27 LF TRENCH REPAIR PER DETAIL B 580 585 590 595 600 605 610 615 620 +00 3 STA 3+37.12 WL-1144ABEGIN STEEL CASING PIPEBY OTHER THAN OPEN CUTEND SEAL PER SECTION 33 05 24TOP CASING = 599.811.36'UPRRROWUPRRROWDETAIL A REPAIR PER 10 LF TRENCH 185 LF 16" DIP WL @ 0.20% IN 175 LF 1/2" THICK 30" STEEL CASING PIPE BY OTHER THAN OPEN CUT 30 LF 16" DR 18 PVC WL @ 0.20% (SEE NOTE 5) FINISHED GRADE EXIST. GROUND/ GRADE TEMP.FINISHED GRADE EXIST. GROUND MM239.72 ABAN'D) (ALREADY EXIST. FOC (U)9.67' (5.5' MIN)4.40' (3' MIN)STA 5+75.79 WL-1144ADEFLECT DN 1°00'00"TOP = 603.9858 LF 16" DR 18 PVC WL @ 2.02% (B/R = 619.73') � SHOOFLY TRACK 2 (B/R = 609.82') � SHOOFLY TRACK 1(B/R = 610.12') � MAIN TRACK 1 (B/R = 609.94') � MAIN TRACK 2 63.08'14.25'77.51' 34.09'13.29'107.46' 70.06' (41.85' MIN)90.41' 46.99' (41.25' MIN)114.44'4.55' (3' MIN) WL-1144A X-28725 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 09/08/2025 LEAH M. HODGE 103562 P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the 10/28/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S TFP S S1+007+00 8+00 9+00S00-UT-34010 LMH JWJ PCD LMH 11/21/2025 31 RFC 11PLAN AND PROFILE - STA 7+00.00 TO STA 9+91.56 WATER LINE RELOCATION 1144A UTILITIES 11/21/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE PRIOR TO COFW-PK15B SEWER LINES. COFW-PK15A WATER LINES TO BE RELOCATED 6. CENTER OF THE WASTEWATER LINE. LEAST NINE FEET HORIZONTALLY FROM THE OF THE WATER LINE PIPE ARE EQUIDISTANT AND AT PIPE SHALL BE CENTERED SUCH THAT THE JOINTS WASTEWATER LINE, THE SEGMENT OF WATER LINE WHERE THE WATER LINE CROSSES THE PROPOSED 5. REFERENCE IN PROFILE. LINE TRENCH AND UTILIZE TRENCH REPAIR DETAIL REMOVE THE EXISTING UTILITY WITHIN THE WATER CROSSED UNDER IS ALREADY ABANDONED, OF UTILITY CROSSINGS. IF EXISTING UTILITY BEING UTILITY, USE TRENCH REPAIR DETAIL H WITHIN 3' WHEN CROSSING UNDER AN ACTIVE EXISTING 4. (*LENGTH ON EACH SIDE OF BEND) 22.5° - 47 FT, 11.25° - 23 FT BENDS* 90° - 233 FT, 45° - 97 FT, PLUGS TEES AND VALVES - 117 FT FOR 16" DIP: 22.5° - 12 FT, 11.25° - 6 FT BENDS* 90° - 60 FT, 45° - 25 FT, PLUGS TEES AND VALVES - 183 FT FOR 16" PVC: MINIMUM RESTRAINED LENGTHS:3. FITTINGS. USED TO SECURE ALL BRANCH VALVES TO ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE ADDITION TO CONCRETE THRUST BLOCKING. VALVES SHALL HAVE RESTRAINED JOINTS IN ALL VERTICAL AND HORIZONTAL FITTINGS AND 2. DRAWINGS. TOP OF PIPE, UNLESS OTHERWISE NOTED ON FROM FUTURE AND PROPOSED SURFACE TO THE MINIMUM DEPTH OF COVER SHALL BE 60 INCHES 1. NOTES: 0 20 40 SCALE IN FEET 0 4 8 H V CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. AVAILABLE INFORMATION PROVIDED BY OTHERS. ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST ADDITIONAL NOTE SHALL REPLACE THEM AT THEIR OWN EXPENSE. IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). COORDINATING UTILITY RELOCATION WHERE NECESSARY AND CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY PROVIDER PRIOR TO THE START OF CONSTRUCTION AND VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD WARNING FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34010.dgn11/20/20252:02:03 PMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34010.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312MATCHLINE STA. 7+00.00EASEMENT EXIST. 5' UTILITY AMERCO REAL EST OF TX CO 6050 TENSION DR ELKINS, JACK SUBDIVISION LOT 1 TENSION EPA LLC 6000 TENSION DR TENSION INDUSTRIAL ADDITION BLOCK 1, LOT 2SEWER EASEMENT PROP. PERM. 35' COFW WATER EASEMENT PROP. PERM. 20' COFW FIBER EASEMENT PROP. PERM. 10' ATT PROP. 8" WL-1144B UHAUL CO OF DALLAS FORT WORTH 6050 TENSION DR PROP. 16" WL-1144A D527 AND D546 AND SIDEWALK PER REPLACE DRIVEWAY (COFW-PK15B) PROP. 12" SS-3125A E=2360288.25 N=6953210.60 AT STA 23+47.59 (X-14825) CONNECT TO EXIST. 16" DIP WL END 16" WL-1144A W/ HORIZONTAL BLOCKING INSTALL: 1-16"x16" CUT IN TEE STA 9+91.56 WL-1144A E=2360264.07 N=6953120.00 GROUND MARKER INSTALL ABOVE W/ HORIZONTAL BLOCKING INSTALL: 1-45° BEND DEFLECT 43°26'00" RT STA 8+63.15 WL-1144A E=2360261.91 N=6953116.64 INSTALL ABOVE GROUND MARKER W/ HORIZONTAL BLOCKING INSTALL: 1-45° BEND DEFLECT 43°24'00" RT STA 8+59.15 WL-1144A PROP. 1" WL-1144C PROP. 8" WL-1144D PROP. 16" WL-1144A E=2360308.00 N=6953130.88 WL-1144B AT STA 1+00.00 CONNECT TO PROP. 8" W/ HORIZONTAL BLOCKING INSTALL: 1-16"x16" TEE DEFLECT 90°00'00" LT STA 9+08.40 WL-1144A27.5'10'7.14'20.97' 10.92' 11.68' EASEMENT OPEN SPACE EXIST. 20'x20' (COFW-PK15B) PROP. 8" SS-3125C E=2360293.30 N=6953190.24 VALVE AND VAULT INSTALL: 1-16" GATE STA 9+69.55 WL-1144A ANCLA INVESTMENTS INC 6011 TENSION DR JAMES & FLANAGAN ADDITION BLOCK 1R, LOT 7 E=2360264.23 N=6953104.44 VALVE AND VAULT INSTALL: 1-16" GATE STA 8+46.73 WL-1144A TENSION DR(CONCRETE)X-14825D A LLA S A V E(CO N CRETE)8+00 9+00 10+00 580 580 585 585 590 590 595 595 600 600 605 605 610 610 615 615 620 620 FINISHED GRADE EXIST. GROUND/ EXIST. 16" DIP WL @ 3.54% DUCTBANK FIBER OPTIC PROP. (TO REMAIN) OPTIC CABLE (B) EXIST. FIBER (SEE NOTE 5) (COFW-PK15B) PROP. 12" SS-3125A (TO BE ABANDONED) EXIST. 8" SEWER (R)10.97' (5' MIN)2.00' (2' MIN) 4.78' (2' MIN)TOP = 604.60TOP = 604.88STA 9+08.40 WL-1144AINSTALL: 1-16"x16" TEECONNECT TO PROP. 8" WL-1144BTOP = 604.90STA 9+91.56 WL-1144AINSTALL: 1-90° BENDDEFLECT UP 89°50'42"TOP = 605.13INSTALL: 1-16x16" CUT IN TEETOP = 608.88END 16" WL-1144ACONNECT TO EXIST. 16" WL (A)292 LF 16" DR 18 PVC WL @ 0.27% 57 LF TRENCH REPAIR PER DETAIL A 124 LF TRENCH REPAIR PER DETAIL D TOP = 604.32+00 7 (TO REMAIN) GAS (U) EXIST. 2" DUCTBANK FIBER OPTIC PROP. (TO REMAIN) OPTIC CABLE (B) EXIST. FIBER 6.28' (2' MIN)6.93' (2' MIN)2.00' (2' MIN)2.72'(2' MIN)4.94' (2' MIN)16" DIP WL 4 FT VERTICAL 116 LF TRENCH REPAIR PER DETAIL J STA 9+69.55 WL-1144AINSTALL: 1-16" GATEVALVE AND VAULTTOP = 605.07STA 8+46.73 WL-1144AINSTALL: 1-16" GATEVALVE AND VAULTTOP = 604.73 WL-1144A X-28725 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 09/08/2025 LEAH M. HODGE 103562 P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the 10/28/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S S 1+00 8+009+00 GM S00-UT-34011 LMH JWJ PCD LMH 11/21/2025 31 RFC 12PLAN AND PROFILE - STA 1+00.00 TO STA 1+28.17 WATER LINE RELOCATION 1144B UTILITIES 11/21/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE SEWER LINES. RELOCATED PRIOR TO COFW-PK15B COFW-PK15A WATER LINES TO BE 6. DETAIL. SEE SHEET S00-UT-34026 FOR BOLLARD CLEARANCE OF 4' FROM THE HYDRANT. FIRE HYDRANT WITH A MINIMUM INSTALL FOUR (4) BOLLARDS AROUND 5. REFERENCE IN PROFILE. AND UTILIZE TRENCH REPAIR DETAIL UTILITY WITHIN THE WATER LINE TRENCH ABANDONED, REMOVE THE EXISTING CROSSED UNDER IS ALREADY CROSSINGS. IF EXISTING UTILITY BEING DETAIL H WITHIN 3' OF UTILITY EXISTING UTILITY, USE TRENCH REPAIR WHEN CROSSING UNDER AN ACTIVE 4. (*LENGTH ON EACH SIDE OF BEND) 22.5° - 25 FT, 11.25° - 12 FT 90° - 122 FT, 45° - 51 FT, VERTICAL DOWN BENDS* 22.5° - 12 FT, 11.25° - 6 FT 90° - 57 FT, 45° - 24 FT, HORIZONTAL/VERTICAL UP BENDS* PLUGS TEES AND VALVES - 61 FT FOR 8" DIP: 22.5° - 7 FT, 11.25° - 4 FT 90° - 33 FT, 45° - 14 FT, BENDS* PLUGS TEES AND VALVES - 88 FT FOR 8" PVC: MINIMUM RESTRAINED LENGTHS:3. FITTINGS. SECURE ALL BRANCH VALVES TO ANCHOR COUPLINGS SHOULD BE USED TO THRUST BLOCKING. ANCHOR TEES OR JOINTS IN ADDITION TO CONCRETE AND VALVES SHALL HAVE RESTRAINED ALL VERTICAL AND HORIZONTAL FITTINGS 2. OTHERWISE NOTED ON DRAWINGS. SURFACE TO THE TOP OF PIPE, UNLESS INCHES FROM FUTURE AND PROPOSED MINIMUM DEPTH OF COVER SHALL BE 48 1. NOTES: 0 20 40 SCALE IN FEET 0 4 8 H V EXISTING UTILITIES. CONTRACTOR TO VERIFY DEPTH OF ALL INFORMATION PROVIDED BY OTHERS. BASED ON THE BEST AVAILABLE ALL EXISTING ELEVATIONS SHOWN ARE ADDITIONAL NOTE REPLACE THEM AT THEIR OWN EXPENSE. DAMAGED, THE CONTRACTOR SHALL SHOWN). IF ANY EXISTING UTILITIES ARE EXISTING UTILITIES (SHOWN AND NOT WHERE NECESSARY AND PROTECTING COORDINATING UTILITY RELOCATION CONTRACTOR IS RESPONSIBLE FOR ANY CONFLICTS DISCOVERED. IMMEDIATELY NOTIFY THE ENGINEER OF OF CONSTRUCTION AND SHALL WITH THE PROVIDER PRIOR TO THE START LOCATION OF ALL EXISTING UTILITIES CONTRACTOR SHALL FIELD VERIFY THE EXISTING UTILITIES IN THIS AREA. WARNING FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34011.dgn11/20/20252:23:27 PMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34011.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 PROP. 16" WL-1144A PROP. 8" WL-1144B PROP. 8" WL-1144D PROP. 1" WL-1144C E=2360308.00 N=6953130.88 BEGIN 8" WL-1144B WL-1144A AT STA 9+08.40 CONNECT TO PROP. 16" STA 1+00.00 WL-1144B E=2360311.56 N=6953131.76 INSTALL: 1-16"x8" REDUCER STA 1+03.67 WL-1144B E=2360313.50 N=6953132.24 INSTALL: 1-8" GATE VALVE STA 1+05.67 WL-1144B E=2360322.23 N=6953134.41 CONNECT TO PROP. 1" WL-1144C STA 1+14.67 WL-1144B E=2360327.09 N=6953135.61 CONNECT TO PROP. 8" WL-1144D INSTALL: 1-8"x8" TEE STA 1+19.67 WL-1144B E=2360331.94 N=6953136.81 5 LF 6" WL CONNECT TO FH LEAD 1-6" GATE VALVE INSTALL: 1-8"x6" ANCHOR TEE STA 1+24.67 WL-1144B E=2360333.14 N=6953131.96 (SEE NOTE 5) 1-STD. FIRE HYDRANT ASSEMBLY STA 1+24.67 5.00 RT WL-1144B E=2360335.34 N=6953137.65 INSTALL: 1-8" PRESSURE PLUG END 8" WL-1144B STA 1+28.17 WL-1144B7.14'10.46'(COFW-PK15B) PROP. 12" SS-3125A (COFW-PK15B) PROP. 8" SS-3125B (COFW-PK15B) PROP. 8" SS-3125C AMERCO REAL EST OF TX CO 6050 TENSION DR ELKINS, JACK SUBDIVISION LOT 1 UHAUL CO OF DALLAS FORT WORTH 6050 TENSION PROP. 16" WL-1144A TENSION DR (CONCRETE)DALLAS AVE(CONCRETE)1+00 2+00 2+50 580 580 585 585 590 590 595 595 600 600 605 605 610 610 615 615 620 620 0+00 FINISHED GRADE EXIST. GROUND/ FINISHED GRADE PROP. 16" PVC WL @ 0.27%STA 1+00.00 WL-1144BCONNECT TO TEE OF PROP. 16" WL-1144ABEGIN 8" WL-1144BTOP = 604.90STA 1+03.67 WL-1144BINSTALL: 1-16"x8" REDUCERTOP = 604.5629 LF TRENCH REPAIR PER DETAIL F STA 1+05.67 WL-1144BINSTALL: 1-8" GATE VALVETOP = 604.56STA 1+07.67 WL-1144BDEFLECT 45°00'00" UPINSTALL: 1-45° BENDTOP = 604.55STA 1+12.67 WL-1144BDEFLECT 45°15'43" DNINSTALL: 1-45° BENDTOP = 609.53STA 1+14.67 WL-1144BCONNECT TO PROP. 1" WL-1144CTOP = 609.52STA 1+19.67 WL-1144BINSTALL: 1-8"x8" TEECONNECT TO PROP. 8" WL-1144DTOP = 609.46STA 1+24.67 WL-1144BCONNECT TO PROP. FH LEADTOP FH LEAD = 609.37TOP = 609.46STA 1+28.17 WL-1144BEND 8"WL-1144BINSTALL: 1-8" PRESSURE PLUGTOP = 609.438 LF 8" DR 14 PVC WL @ -0.21% 16 LF 8" DR 14 PVC WL @ -0.66% @ 99.60% 8" DR 14 PVC WL 5 LF 4.13' (4' MIN) EXIST. GROUND WL-1144B X-28725 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 09/08/2025 LEAH M. HODGE 103562 P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the 10/28/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 514+00515+00 F H L P M H 514+00515+00 F H L P M H 1+00 8+009+00 GM WM GM WM S00-UT-34012 LMH JWJ PCD LMH 11/21/2025 31 RFC 13PLAN AND PROFILE - STA 1+00.00 TO STA 3+45.88 WATER LINE RELOCATION 1144C UTILITIES 11/21/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE 0 20 40 SCALE IN FEET 0 4 8 H V SEWER LINES. RELOCATED PRIOR TO COFW-PK15B COFW-PK15A WATER LINES TO BE 4. INTERNATIONAL PLUMBING CODE. ACCORDANCE WITH THE 2021 FROM THE PRIVATE SEWER SERVICE IN PROTECT THE PRIVATE WATER SERVICE 3. A SLEEVE SHALL BE PROVIDED TO 2.5' MINIMUM COVER. SERVICE SHALL BE CONSTRUCTED WITH PLUBMING CODE. PRIVATE WATER WITH THE 2021 INTERNATIONAL A LICENSED PLUMBER IN ACCORDANCE 2. PRIVATE SERVICE SHALL BE INSTALLED BY RADIUS AT VERTICAL BENDS. MINIMUM COVER AND A 2' MINIMUM SERVICE SHALL BE CONSTRUCTED WITH 3' PUBLIC WATER SERVICE. PUBLIC WATER REFERENCE D-111 FOR INSTALLATION OF 1. NOTES: EXISTING UTILITIES. CONTRACTOR TO VERIFY DEPTH OF ALL INFORMATION PROVIDED BY OTHERS. BASED ON THE BEST AVAILABLE ALL EXISTING ELEVATIONS SHOWN ARE ADDITIONAL NOTE REPLACE THEM AT THEIR OWN EXPENSE. DAMAGED, THE CONTRACTOR SHALL SHOWN). IF ANY EXISTING UTILITIES ARE EXISTING UTILITIES (SHOWN AND NOT WHERE NECESSARY AND PROTECTING COORDINATING UTILITY RELOCATION CONTRACTOR IS RESPONSIBLE FOR ANY CONFLICTS DISCOVERED. IMMEDIATELY NOTIFY THE ENGINEER OF OF CONSTRUCTION AND SHALL WITH THE PROVIDER PRIOR TO THE START LOCATION OF ALL EXISTING UTILITIES CONTRACTOR SHALL FIELD VERIFY THE EXISTING UTILITIES IN THIS AREA. WARNING FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34012.dgn11/20/20252:42:39 PMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34012.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 E=2360322.23 N=6953134.41 BEGIN 1" WL-1144C AT STA 1+14.67 CONNECT TO PROP. 8" WL-1144B STA 1+00.00 WL-1144C E=2360323.59 N=6953128.93 BEGIN PRIVATE SERVICE END PUBLIC SERVICE, PREVENTION DEVICE RELOCATE BACKFLOW WITH BOX PER D116 INSTALL: 1-1" WATER SERVICE STA 1+05.64 WL-1144C E=2360326.27 N=6953118.13 DEFLECT 90°00'00'' LT STA 1+16.77 WL-1144C E=2360440.92 N=6953146.53 DEFLECT 69°29'30'' RT STA 2+34.89 WL-1144C E=2360494.76 N=6953067.95 DEFLECT 24°48'51'' RT STA 3+30.14 WL-1144C E=2360497.39 N=6953052.43 PRIVATE WATER SERVICE CONNECT TO EXIST. 1" END 1" WL-1144C STA 3+45.88 WL-1144C1+001+002+00 3 +0 0 11.7'9.63'PROP. 16" WL-1144A PROP. 8" WL-1144D PROP. 8" WL-1144B PROP. 1" WL-1144C (COFW-PK15B) PROP. 8" SS-3125B (COFW-PK15B) PROP. 12" SS-3125A 4.62'2' AMERCO REAL EST OF TX CO 6050 TENSION DR ELKINS, JACK SUBDIVISION LOT 1 UHAUL CO OF DALLAS FORT WORTH 6050 TENSION TENSION DR (CONCRETE)I-820 SBFRONTAGE RDX-153400+00 1+00 2+00 3+00 585 585 590 590 595 595 600 600 605 605 610 610 615 615 620 620 625 625 +00 4 FINISHED GRADE EXIST. GROUND/ FINISHED GRADE (TO REMAIN) SERVICE (U) EXIST. 2" GAS (SEE NOTE 3) (TO REMAIN) SERVICE (A) EXIST. 4" SEWER STA 1+00.00 WL-1144CCONNECT TO PROP. 8" WL-1144BBEGIN 1" WL-1144CTOP = 609.52STA 1+01.79 WL-1144CVERTICAL BENDTOP = 610.99STA 1+05.64 WL-1144CVERTICAL BENDTOP = 610.99INSTALL: 1-1" WATER SERVICEWITH BOX PER D116TOP = 613.12GROUND = 613.92END PUBLIC SERVICE,BEGIN PRIVATE SERVICEVERTICAL BENDTOP = 611.37STA 1+88.93 WL-1144CVERTICAL BENDTOP = 608.23STA 1+90.32 WL-1144CVERTICAL BENDTOP = 606.76STA 1+94.52 WL-1144CVERTICAL BENDTOP = 606.62STA 1+96.16 WL-1144CVERTICAL BENDTOP = 608.16STA 2+34.89 WL-144CVERTICAL BENDTOP = 606.90STA 2+34.89 WL-1144CVERTICAL BENDTOP = 606.90STA 3+30.14 WL-1144CVERTICAL BENDTOP = 605.33STA 3+38.63 WL-1144CVERTICAL BENDBEGIN PVC SLEEVETOP = 607.18STA 3+45.88 WL-1144CEND PVC SLEEVEEND 1" WL-1144CCONNECT TO EXIST. 1" SERVICETOP = 607.186 LF 1" WM LEAD 240 LF 1" PRIVATE SERVICE 251 LF TRENCH REPAIR PER DETAIL I EXIST. GROUND 2' MIN 2.5' MIN 1' MIN WL-1144C X-28725 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 09/08/2025 LEAH M. HODGE 103562 P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the 10/28/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 FH TFP MH12657+0012656+0012657+00 FH TFP MHGMWMGMWMS00-UT-34013 LMH JWJ PCD LMH 09/10/2025 31 RFC 14PLAN AND PROFILE - STA 1+00.00 TO STA 4+67.34 WATER LINE RELOCATION 1144D UTILITIES 09/10/2025 RELEASED FOR CONSTRUCTION 0 09/10/2025 LEAH M. HODGE 103562 0 20 40 SCALE IN FEET 0 4 8 H V EXISTING UTILITIES. CONTRACTOR TO VERIFY DEPTH OF ALL INFORMATION PROVIDED BY OTHERS. BASED ON THE BEST AVAILABLE ALL EXISTING ELEVATIONS SHOWN ARE ADDITIONAL NOTE REPLACE THEM AT THEIR OWN EXPENSE. DAMAGED, THE CONTRACTOR SHALL SHOWN). IF ANY EXISTING UTILITIES ARE EXISTING UTILITIES (SHOWN AND NOT WHERE NECESSARY AND PROTECTING COORDINATING UTILITY RELOCATION CONTRACTOR IS RESPONSIBLE FOR ANY CONFLICTS DISCOVERED. IMMEDIATELY NOTIFY THE ENGINEER OF OF CONSTRUCTION AND SHALL WITH THE PROVIDER PRIOR TO THE START LOCATION OF ALL EXISTING UTILITIES CONTRACTOR SHALL FIELD VERIFY THE EXISTING UTILITIES IN THIS AREA. WARNING SEWER LINES. RELOCATED PRIOR TO COFW-PK15B COFW-PK15A WATER LINES TO BE 3. INTERNATIONAL PLUMBING CODE. ACCORDANCE WITH THE 2021 THE PRIVATE SEWER SERVICE IN PROTECT THE PRIVATE FIRE LINE FROM A SLEEVE SHALL BE PROVIDED TO 2. PLUMBING CODE. WITH THE 2021 INTERNATIONAL BY A LICENSED PLUMBER IN ACCORDANCE PRIVATE FIRE LINE SHALL BE INSTALLED 1. NOTES: FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34013.dgn9/9/20251:59:09 PMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34013.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 1+00 2+004+00 3+00 E=2360327.09 N=6953135.61 BEGIN 8" WL-1144D AT STA 1+19.67 8" WL-1144B TEE CONNECT TO PROP. STA 1+00.00 WL-1144D E=2360327.57 N=6953133.67 INSTALL: 1-8" GATE VALVE STA 1+02.00 WL-1144D E=2360330.01 N=6953123.82 W/ HORIZONTAL BLOCKING INSTALL: 1-90° BEND DEFLECT 89°59'57'' LT STA 1+12.14 WL-1144D E=2360328.80 N=6953128.68 BEGIN PRIVATE FIRE LINE END PUBLIC FIRE LINE, STA 1+07.14 WL-1144D E=2360343.11 N=6953127.07 ASSEMBLY AND VAULT DOUBLE CHECK DETECTION INSTALL: 1-BACKFLOW PREVENTION STA 1+25.64 WL-1144D E=2360438.66 N=6953150.73 W/ HORIZONTAL BLOCKING INSTALL: 1-45° BEND DEFLECT 47°30'00'' RT STA 2+24.07 WL-1144D E=2360441.99 N=6953148.51 W/ HORIZONTAL BLOCKING INSTALL: 1-22.5° BEND DEFLECT 21°59'27'' RT STA 2+28.07 WL-1144D E=2360501.23 N=6953062.04 W/ HORIZONTAL BLOCKING INSTALL: 1-22.5° BEND DEFLECT 23°45'58'' RT STA 3+32.89 WL-1144D E=2360526.08 N=6952929.91 8" PVC FIRE LINE CONNECT TO EXIST. END 8" WL-1144D W/ HORIZONTAL BLOCKING INSTALL: 1-90° BEND STA 4+67.34 WL-1144D 5' PROP. 8" WL-1144D PROP. 1" WL-1144C PROP. 8" WL-1144B 4.62' 9. 7 2' 2'11.86'(COFW-PK15B) PROP. 8" SS-3125B (COFW-PK15B) PROP. 10" SS-3125A AMERCO REAL EST OF TX CO 6050 TENSION DR ELKINS, JACK SUBDIVISION LOT 1 UHAUL CO OF DALLAS FORT WORTH 6050 TENSION DR TENSION DR(CONCRETE)1+00 2+00 3+00 4+00 585 585 590 590 595 595 600 600 605 605 610 610 615 615 620 620 FINISHED GRADE EXIST. GROUND/STA 1+00.00 WL-1144DCONNECT TO PROP. 8" WL-1144BBEGIN 8" WL-1144DTOP = 609.49STA 1+02.00 WL-1144DINSTALL: 1-8" GATE VALVETOP = 609.47STA 1+07.14 WL-1144DEND PUBLIC FIRE LINE,BEGIN PRIVATE FIRE LINETOP = 609.42STA 1+12.14 WL-1144DDEFLECT 01°35'21" DNTOP = 609.37STA 1+25.64 WL-1144DINSTALL: 1-BACKFLOW PREVENTIONDOUBLE CHECK DETECTIONASSEMBLY AND VAULTTOP = 608.86STA 2+24.07 WL-1144DDEFLECT 01°04'44" UPTOP = 605.14STA 3+32.89 WL-1144DDEFLECT 02°10'11" UPBEGIN PVC SLEEVETOP = 603.08STA 4+67.34 WL-1144DEND 8" WL-1144DCONNECT TO EXIST. 8" FIRE LINETOP = 605.63FINISHED GRADE +00 5 (TO REMAIN) EXIST. 2" GAS SERVICE (U) (SEE NOTE 2) (TO REMAIN) SERVICE (A) EXIST. 4" SEWER (TO BE ABANDONED) EXIST. 1" WATER SERVICE (A) (TO REMAIN) OPTIC CABLE (B) EXIST. 4" FIBER 2.00' (2' MIN) 2.12' (2' MIN) 3.62' (2' MIN) 3.76' (2' MIN) 12 LF 8" DR 14 PVC WL @ -1.00% 112 LF 8" DR 14 PVC WL @ -3.78% 109 LF 8" DR 14 PVC WL @ -1.89% 134 LF 8" DR 14 PVC WL @ 1.90% 223 LF TRENCH REPAIR PER DETAIL F 150 LF TRENCH REPAIR PER DETAIL E EXIST. GROUND STA 3+43.91 WL-1144DEND PVC SLEEVETOP = 603.290+50 WL-1144D X-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34014 LMH JWJ PCD LMH 09/08/2025 31 RFC 15TRENCH REPAIR A & B DETAILS UTILITIES 09/08/2025 RELEASED FOR CONSTRUCTION 0 09/08/2025 LEAH M. HODGE 103562 DETAIL A (16" TO 24") WATER LINE TRENCH REPAIR NOT TO SCALE SECTION 33 05 10 CRUSHED ROCK PER CLEARANCE (TYP.) 12" MIN. TRENCH WALL BEDDING FABRIC AROUND TRENCH GEOTEXTILE INITIAL BACKFILL 12" MAX. 6" MIN. AND BEDDING 12" MAX. 6" MIN. AND FABRIC 24" MIN. OVERLAP GEOTEXTILE DIA.16"-24" MOISTURE CONTENT -2% TO +5% OF OPTIMUM 95% COMPACTION NON-PAVED AREAS - ALL DEPTHS FOR - < 15' UNDER PAVEMENT FINAL BACKFILL SECTION 33 05 10 IN ACCORDANCE WITH BACKFILL MATERIAL ACCEPTABLE SURFACE RESTORATION BY OTHERS SEAL (SEE D-108) TO PROTECT END TUNNEL LINER PLATE CASING PIPE OR TO 6" ABOVE OR RECEIVING PIT LIMITS OF LAUNCH FROM BOTTOM AND SECTION 03 34 13 ACCORDANCE WITH CLSM EMBEDMENT IN DIA.VARIABLEDIA.VARIABLE SURFACE RESTORATION BY OTHERS MOISTURE CONTENT -2% TO +5% OF OPTIMUM 95% COMPACTION SECTION 33 05 10 IN ACCORDANCE WITH BACKFILL MATERIAL ACCEPTABLE NON-PAVED AREAS - ALL DEPTHS FOR - < 15' UNDER PAVEMENT FINAL BACKFILL NOT TO SCALE WITHIN BORE PIT LIMITS WATER LINE TRENCH REPAIR DETAIL B FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4756\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34014.dgn9/4/20259:42:52 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34014.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 X-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34015 LMH JWJ PCD LMH 09/08/2025 31 RFC 16TRENCH REPAIR C & D DETAILS UTILITIES 09/08/2025 RELEASED FOR CONSTRUCTION 0 09/08/2025 LEAH M. HODGE 103562 (16" TO 24") WATER LINE TRENCH REPAIR UNDER ASPHALT ROAD NOT TO SCALE DETAIL C DETAIL D (16" TO 24") WATER LINE TRENCH REPAIR UNDER CONCRETE ROAD NOT TO SCALE MOISTURE CONTENT -2% TO +5% OF OPTIMUM 95% COMPACTION NON-PAVED AREAS - ALL DEPTHS FOR - < 15' UNDER PAVEMENT FINAL BACKFILL SECTION 33 05 10 IN ACCORDANCE WITH BACKFILL MATERIAL ACCEPTABLE INITIAL BACKFILL 12" MAX. 6" MIN. AND SECTION 33 05 10 CRUSHED ROCK PER BEDDING FABRIC AROUND TRENCH GEOTEXTILE BEDDING 12" MAX. 6" MIN. AND DIA.VARIABLE CLEARANCE (TYP.) 12" MIN. TRENCH WALL PART 3.6 PER SECTION 32 12 16 THICKNESS TESTING PROVIDE DENSITY AND 12" TACK COAT 3" 3" 8" TYPE "B" OR "D" HMAC TYPE "D" HMAC SECTION 03 34 16 FOR TRENCH REPAIR PER CONCRETE BASE MATERIAL SUBGRADE (IF ANY) EXISTING TREATED (TYP.) FULL DEPTH SAWCUT TWO LIFTS BE PLACED IN ASPHALT TO PAVEMENT HMAC EXISTING 12" SUBGRADE UNDISTURBED TRENCH REPAIR LIMITS VARIES INITIAL BACKFILL 12" MAX. 6" MIN. AND SECTION 33 05 10 CRUSHED ROCK PER BEDDING FABRIC AROUND TRENCH GEOTEXTILE BEDDING 12" MAX. 6" MIN. AND DIA.VARIABLE CLEARANCE (TYP.) 12" MIN. TRENCH WALL MOISTURE CONTENT -2% TO +5% OF OPTIMUM 95% COMPACTION NON-PAVED AREAS - ALL DEPTHS FOR - < 15' UNDER PAVEMENT FINAL BACKFILL SECTION 33 05 10 IN ACCORDANCE WITH BACKFILL MATERIAL ACCEPTABLE INITIAL BACKFILL 12" MAX. 6" MIN. AND FABRIC 24" MIN. OVERLAP GEOTEXTILE PAVEMENT CONCRETE EXISTING SUBGRADE (IF ANY) EXISTING TREATED DESIGNATED ON DRAWINGS 13 13 OR 'HES' IF PAVING PER SECTION 32 CLASS 'H' CONCRETE SEE NOTE #3 PER SECTION 32 13 13 SHALL BE PERFORMED THICKNESS TESTING STRENGTH AND SUBGRADE UNDISTURBED CLOSELY AS POSSIBLE AND TYPES AS EXISTING LOCATIONS JOINTING SHALL MATCH SEE NOTE #2 3.0" MIN. SEE NOTE #4 PER 32 13 13-D518 (TYP.) SILICONE JOINT SEALANT CONSTRUCTION JOINT WITH (TYP.) FULL DEPTH SAWCUT TRENCH REPAIR LIMITS PANEL. 6. FOR CONCRETE STREETS "X" SHALL EXTEND TO END OF OF FORT WORTH STANDARD SPECIFICATIONS. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY STREETS. 18" O.C. (TYP), AND 12" O.C. FOR ARTERIAL AND INDUSTRIAL DOWEL AND EPOXYED A MIN 6" INTO EXISTING PAVEMENT AT 4. FOR RESIDENTIAL STREETS, USE #4X18" PREFORMED BARS, FOR ARTERIAL AND INDUSTRIAL STREETS. A MINIMUM DEPTH OF 9" FOR RESIDENTIAL STREETS OR 11" 3. REINFORCED CONCRETE PAVEMENT SHALL BE REPLACED TO AND 12" O.C.E.W. FOR ARTERIALS AND INDUSTRIAL STREETS. 2. FOR RESIDENTIAL STREET USE #4 BARS AT 18" O.C.E.W. BACKFILL SHALL MEET STANDARD SPECIFICATION 33 05 10. DOWNTOWN STREETS, AND OPTIONAL IN OTHER AREAS. 1. FLOWABLE FILL IS REQUIRED TO BACKFILL ALL TRENCHES IN NOTES: "X""X" FABRIC 24" MIN. OVERLAP GEOTEXTILE FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4756\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34015.dgn9/4/20259:44:15 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34015.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 X-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34016 LMH JWJ PCD LMH 09/08/2025 31 RFC 17TRENCH REPAIR E & F DETAILS UTILITIES 09/08/2025 RELEASED FOR CONSTRUCTION 0 09/08/2025 LEAH M. HODGE 103562 DETAIL E DETAIL F SURFACE RESTORATION BY OTHERS MOISTURE CONTENT -2% TO +5% OF OPTIMUM 95% COMPACTION NON-PAVED AREAS - ALL DEPTHS FOR - < 15' UNDER PAVEMENT FINAL BACKFILL SECTION 33 05 10 IN ACCORDANCE WITH BACKFILL MATERIAL ACCEPTABLE BEDDING 12" MAX. 6" MIN. AND INITIAL BACKFILL 12" MAX. 6" MIN. AND (TYP.) WALL CLEARANCE 6" MIN. TRENCH SECTION 33 05 10 UTILITY SAND PER SECTION 33 05 10 CRUSHED ROCK PER PRESENT GROUND WATER WATER PRESENT NO GROUND FABRIC TRENCH GEOTEXTILE SMALLER DIA.12" AND (UP TO 12") WATER LINE TRENCH REPAIR NOT TO SCALE BEDDING 12" MAX. 6" MIN. AND INITIAL BACKFILL 12" MAX. 6" MIN. AND (TYP.) WALL CLEARANCE 6" MIN. TRENCH SECTION 33 05 10 UTILITY SAND PER SECTION 33 05 10 CRUSHED ROCK PER PRESENT GROUND WATER WATER PRESENT NO GROUND FABRIC TRENCH GEOTEXTILE SMALLER DIA.12" AND MOISTURE CONTENT -2% TO +5% OF OPTIMUM 95% COMPACTION NON-PAVED AREAS - ALL DEPTHS FOR - < 15' UNDER PAVEMENT FINAL BACKFILL SECTION 33 05 10 IN ACCORDANCE WITH BACKFILL MATERIAL ACCEPTABLE (UP TO 12") UNDER PRIVATE CONCRETE PARKING LOT WATER LINE TRENCH REPAIR NOT TO SCALE PAVEMENT CONCRETE EXISTING SUBGRADE (IF ANY) EXISTING TREATED PAVING CONCRETE CLASS 'H' SEE NOTE #2 PER SECTION 32 13 13 SHALL BE PERFORMED THICKNESS TESTING STRENGTH AND "X""X" SUBGRADE UNDISTURBED CLOSELY AS POSSIBLE AND TYPES AS EXISTING LOCATIONS JOINTING SHALL MATCH SEE NOTE #2 3.0" MIN. SEE NOTE #3 (TYP.) SILICONE JOINT SEALANT CONSTRUCTION JOINT WITH (TYP.) FULL DEPTH SAWCUT TRENCH REPAIR LIMITS 2021 INTERNATIONAL PLUMBING CODE. PLUMBER SHALL EMBED AND BACKFILL IN ACCORDANCE WITH THE 6. FOR THE PRIVATE SERVICE (AFTER THE BACKFLOW PREVENTER), FROM A MINIMUM OF 12" TO FULL PANEL REPLACEMENT. 5. "X" SHALL BE PER AGREEMENT WITH PROPERTY OWNER, RANGING CITY OF FORT WORTH STANDARD SPECIFICATIONS. 4. CONSTRUCTION OF PUBLIC WATER SHALL BE IN ACCORDANCE WITH 3. DOWEL AND EPOXYED A MIN 6" INTO EXISTING PAVEMENT 12" O.C. MATCH EXISTING CONCRETE PARKING LOT PAVEMENT. 2. PROPOSED PAVEMENT THICKNESS AND REINFORCEMENT SHALL 1. BACKFILL SHALL MEET STANDARD SPECIFICATION 33 05 10. NOTES: FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4756\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34016.dgn9/4/20259:45:57 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34016.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 X-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34017 LMH JWJ PCD LMH 09/08/2025 31 RFC 18TRENCH REPAIR G, H, & I DETAILS UTILITIES 09/08/2025 RELEASED FOR CONSTRUCTION 0 09/08/2025 LEAH M. HODGE 103562 WITHIN BORE PIT LIMITS UNDER PRIVATE CONCRETE PARKING LOT WATER LINE TRENCH REPAIR NOT TO SCALE DETAIL G DETAIL I PRIVATE CONCRETE PARKING LOT WATER SERVICE TRENCH REPAIR UNDER NOT TO SCALE MOISTURE CONTENT -2% TO +5% OF OPTIMUM 95% COMPACTION NON-PAVED AREAS - ALL DEPTHS FOR - < 15' UNDER PAVEMENT FINAL BACKFILL SECTION 33 05 10 IN ACCORDANCE WITH BACKFILL MATERIAL ACCEPTABLE SECTION 33 05 10 UTILITY SAND PER 1" MIN. 1" MIN. FOR STORM/UTILITY CROSSINGS WATER LINE CLSM TRENCH REPAIR NOT TO SCALE DETAIL H BEDDING 12" MAX. 6" MIN. AND INITIAL BACKFILL 12" MAX. 6" MIN. AND SURFACE RESTORATION BY OTHERS VARIES BACKFILL FINAL WITH SECTION 33 05 10 BACKFILL IN ACCORDANCE WITH SECTION 03 34 13, CLSM IN ACCORDANCE CLEARANCE (TYP.) 12" MIN. TRENCH WALL SEAL (SEE D-108) TO PROTECT END TUNNEL LINER PLATE CASING PIPE OR TO 6" ABOVE OR RECEIVING PIT LIMITS OF LAUNCH FROM BOTTOM AND SECTION 03 34 13 ACCORDANCE WITH CLSM EMBEDMENT IN DIA.VARIABLEDIA.VARIABLE MOISTURE CONTENT -2% TO +5% OF OPTIMUM 95% COMPACTION NON-PAVED AREAS - ALL DEPTHS FOR - < 15' UNDER PAVEMENT FINAL BACKFILL SECTION 33 05 10 IN ACCORDANCE WITH BACKFILL MATERIAL ACCEPTABLE PAVEMENT CONCRETE EXISTING (IF ANY) SUBGRADE TREATED EXISTING PAVING CONCRETE CLASS 'H' SEE NOTE #2 PER SECTION 32 13 13 SHALL BE PERFORMED THICKNESS TESTING STRENGTH AND "X""X" SUBGRADE UNDISTURBED CLOSELY AS POSSIBLE AND TYPES AS EXISTING LOCATIONS JOINTING SHALL MATCH SEE NOTE #2 3.0" MIN. SEE NOTE #3 (TYP.) SEALANT SILICONE JOINT JOINT WITH CONSTRUCTION (TYP.) FULL DEPTH SAWCUT TRENCH REPAIR LIMITS 5. "X" SHALL BE PER AGREEMENT WITH PROPERTY OWNER, RANGING FROM A MINIMUM OF 12" TO FULL PANEL REPLACEMENT. 4. CONSTRUCTION OF PUBLIC WATER SHALL BE IN ACCORDANCE WITH CITY OF FORT WORTH STANDARD SPECIFICATIONS. 3. DOWEL AND EPOXYED A MIN 6" INTO EXISTING PAVEMENT 12" O.C. 2. PROPOSED PAVEMENT THICKNESS AND REINFORCEMENT SHALL MATCH EXISTING CONCRETE PARKING LOT PAVEMENT. 1. BACKFILL SHALL MEET STANDARD SPECIFICATION 33 05 10. NOTES: DIA.VARIABLE PAVEMENT CONCRETE EXISTING SUBGRADE (IF ANY) EXISTING TREATED PAVING CONCRETE CLASS 'H' SEE NOTE #2 PER SECTION 32 13 13 SHALL BE PERFORMED THICKNESS TESTING STRENGTH AND "X""X" SUBGRADE UNDISTURBED CLOSELY AS POSSIBLE AND TYPES AS EXISTING LOCATIONS JOINTING SHALL MATCH SEE NOTE #2 3.0" MIN. SEE NOTE #3 (TYP.) SILICONE JOINT SEALANT CONSTRUCTION JOINT WITH (TYP.) FULL DEPTH SAWCUT TRENCH REPAIR LIMITS INTERNATIONAL PLUMBING CODE. EMBED AND BACKFILL IN ACCORDANCE WITH THE 2021 6. FOR THE PRIVATE SERVICE (AFTER THE METER), PLUMBER SHALL FROM A MINIMUM OF 12" TO FULL PANEL REPLACEMENT. 5. "X" SHALL BE PER AGREEMENT WITH PROPERTY OWNER, RANGING CITY OF FORT WORTH STANDARD SPECIFICATIONS. 4. CONSTRUCTION OF PUBLIC WATER SHALL BE IN ACCORDANCE WITH 3. DOWEL AND EPOXYED A MIN 6" INTO EXISTING PAVEMENT 12" O.C. MATCH EXISTING CONCRETE PARKING LOT PAVEMENT. 2. PROPOSED PAVEMENT THICKNESS AND REINFORCEMENT SHALL 1. BACKFILL SHALL MEET STANDARD SPECIFICATION 33 05 10. NOTES: DIA.VARIABLE FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4756\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34017.dgn9/4/20259:47:14 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34017.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 X-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34018 LMH JWJ PCD LMH 09/08/2025 31 RFC 19TRENCH REPAIR J DETAILS UTILITIES 09/08/2025 RELEASED FOR CONSTRUCTION 0 09/08/2025 LEAH M. HODGE 103562 DETAIL J (16" TO 24") UNDER PRIVATE CONCRETE PARKING LOT WATER LINE TRENCH REPAIR NOT TO SCALE MOISTURE CONTENT -2% TO +5% OF OPTIMUM 95% COMPACTION NON-PAVED AREAS - ALL DEPTHS FOR - < 15' UNDER PAVEMENT FINAL BACKFILL SECTION 33 05 10 IN ACCORDANCE WITH BACKFILL MATERIAL ACCEPTABLE PAVEMENT CONCRETE EXISTING SUBGRADE (IF ANY) EXISTING TREATED PAVING CONCRETE CLASS 'H' SEE NOTE #2 PER SECTION 32 13 13 SHALL BE PERFORMED THICKNESS TESTING STRENGTH AND "X""X" SUBGRADE UNDISTURBED CLOSELY AS POSSIBLE AND TYPES AS EXISTING LOCATIONS JOINTING SHALL MATCH SEE NOTE #2 3.0" MIN. SEE NOTE #3 (TYP.) SILICONE JOINT SEALANT CONSTRUCTION JOINT WITH (TYP.) FULL DEPTH SAWCUT TRENCH REPAIR LIMITS 5. "X" SHALL BE PER AGREEMENT WITH PROPERTY OWNER, RANGING FROM A MINIMUM OF 12" TO FULL PANEL REPLACEMENT. 4. CONSTRUCTION OF PUBLIC WATER SHALL BE IN ACCORDANCE WITH CITY OF FORT WORTH STANDARD SPECIFICATIONS. 3. DOWEL AND EPOXYED A MIN 6" INTO EXISTING PAVEMENT 12" O.C. 2. PROPOSED PAVEMENT THICKNESS AND REINFORCEMENT SHALL MATCH EXISTING CONCRETE PARKING LOT PAVEMENT. 1. BACKFILL SHALL MEET STANDARD SPECIFICATION 33 05 10. NOTES: SECTION 33 05 10 CRUSHED ROCK PER CLEARANCE (TYP.) 12" MIN. TRENCH WALL BEDDING FABRIC AROUND TRENCH GEOTEXTILE INITIAL BACKFILL 12" MAX. 6" MIN. AND BEDDING 12" MAX. 6" MIN. AND DIA.VARIABLE FABRIC 24" MIN. OVERLAP GEOTEXTILE FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4756\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34018.dgn9/4/20259:49:01 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34018.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 X-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED TRENCH REPAIR J & D008 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34019 LMH JWJ PCD LMH 09/08/2025 31 RFC 20D016 & D007 DETAILS UTILITIES 09/08/2025 RELEASED FOR CONSTRUCTION 0 09/08/2025 LEAH M. HODGE 103562 FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4756\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34019.dgn9/4/20259:51:52 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34019.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 X-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34020 LMH JWJ PCD LMH 09/08/2025 31 RFC 21D106 & D108 DETAILS UTILITIES 09/08/2025 RELEASED FOR CONSTRUCTION 0 09/08/2025 LEAH M. HODGE 103562 FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4756\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34020.dgn9/4/20259:54:09 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34020.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 X-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34021 LMH JWJ PCD LMH 09/08/2025 31 RFC 22D116 & D111 DETAILS UTILITIES 09/08/2025 RELEASED FOR CONSTRUCTION 0 09/08/2025 LEAH M. HODGE 103562 FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4756\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34021.dgn9/4/20259:55:51 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34021.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 X-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34022 LMH JWJ PCD LMH 09/08/2025 31 RFC 23D120 & D123 DETAILS UTILITIES 09/08/2025 RELEASED FOR CONSTRUCTION 0 09/08/2025 LEAH M. HODGE 103562 FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4756\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34022.dgn9/4/20259:58:46 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34022.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 X-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34023 LMH JWJ PCD LMH 09/08/2025 31 RFC 24D126 & D127 DETAILS UTILITIES 09/08/2025 RELEASED FOR CONSTRUCTION 0 09/08/2025 LEAH M. HODGE 103562 FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4756\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34023.dgn9/4/202510:00:27 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34023.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 X-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34024 LMH JWJ PCD LMH 09/08/2025 31 RFC 25D130 & D131 DETAILS UTILITIES 09/08/2025 RELEASED FOR CONSTRUCTION 0 09/08/2025 LEAH M. HODGE 103562 FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4756\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34024.dgn9/4/202510:22:06 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34024.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 X-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34025 LMH JWJ PCD LMH 09/08/2025 31 RFC 26D132 & D133 DETAILS UTILITIES 09/08/2025 RELEASED FOR CONSTRUCTION 0 09/08/2025 LEAH M. HODGE 103562 FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34025.dgn9/4/20254:24:05 PMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34025.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 X-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 128858 JAMES C. VESTER PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34026 LMH JWJ PCD LMH 09/09/2025 31 RFC 27D151 & BOLLARD DETAILS UTILITIES 09/09/2025 RELEASED FOR CONSTRUCTION 0 09/09/2025 LEAH M. HODGE 103562 16"2360327.276952775.625+11.841144A 16"2360400.986952617.213+37.121144A Pipe SizeENSTAWL No. FLUSH MOUNTED CASED CROSSING TEST STATIONS BOLLARD NOTES: CONCRETE CAP 4'-0''4'-0''16'' FINISHED GRADE 6''FOOTING NEW CONCRETE ON YELLOW BACKGROUND 2'' SPACE BETWEEN STRIPES 2'' BLACK SPIRAL WITH TYPICALSPACING2"AND PAINTED YELLOW PIPE FILLED SOLID WITH CONC. 8'' DIA SCHEDULE 80 STEEL 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 8" BOLLARD FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34026.dgn9/9/202511:30:44 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34026.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 X-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34027 LMH JWJ PCD LMH 09/08/2025 31 RFC 28BACKFLOW PROTECTION DETAILS UTILITIES 09/08/2025 RELEASED FOR CONSTRUCTION 0 09/08/2025 LEAH M. HODGE 103562 FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4756\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34027.dgn9/4/202510:40:53 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34027.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 X-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34028 LMH JWJ PCD LMH 09/08/2025 31 RFC 29D527 & D534 DETAILS UTILITIES 09/08/2025 RELEASED FOR CONSTRUCTION 0 09/08/2025 LEAH M. HODGE 103562 FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4756\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34028.dgn9/4/202510:42:23 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34028.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 X-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34029 LMH JWJ PCD LMH 09/08/2025 31 RFC 30D546 DETAILS UTILITIES 09/08/2025 RELEASED FOR CONSTRUCTION 0 09/08/2025 LEAH M. HODGE 103562 FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4756\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34029.dgn9/4/202510:43:54 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34029.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 X-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34030 JCV SG JCV LMH 09/09/2025 31 RFC 31PIPE BLOCKING DETAILS STRUCTURAL UTILITIES 09/09/2025 RELEASED FOR CONSTRUCTION 0 09/09/2025 JAMES C. VESTER 128858 FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965001\SEC-S00-15-UT-34030.dgn9/9/202512:11:47 PMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34030.dgn FINAL NOT FOR CONSTRUCTION P.E. SERIAL No.: ENGINEER: DATE: FINAL REVIEW the authority of: purpose of Final Review under This document is released for the TBPELS ENGINEERING FIRM #312 X-#####10/28/2025 10/28/2025 10/28/2025 X-28725 09/08/2025 10/28/2025 11/21/2025 11/21/2025 11/21/2025 103562 LEAH M. HODGE PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED 11/25/2025 11/25/2025 11/25/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 251028_S00_UT_R_COFW-PK15B (X-28726) SANITARY SEWER RELOCATION: 3125 CITY OF FORT WORTH NEEDS SPC RELEASE FOR CONSTRUCTION S00-UT-34050 LMH PCD LMH JWJ REVIEWED AND APPROVED BY: CITY OF FORT WORTH WATER DEPARTMENT DIRECTOR CHRIS HARDER, P.E.DATE REVIEWED AND APPROVED BY: DATE SEC-U-0520 REVIEWED AND APPROVED BY: LEAH M. HODGE, P.E.DATE JOHN R. KASAVICH, P.E. CITY OF FORT WORTH WATER DEPARTMENT ENGINEERING MANAGER HALFF ASSOCIATES PROJECT MANAGER 103562 LEAH M. HODGE FILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34050.dgn10/26/202512:21:33 AM2025C by Texas Department of Transportation; all rights reserved DRAWN DESIGNED FED.RD. DIV.NO.FEDERAL AID PROJECT NO.NO. HIGHWAY CHECKED APPROVED STATE CONTROL SECTION DISTRICT COUNTY JOB NO. SHEET TARRANT COUNTY F-2022(675) STATE HIGHWAY IMPROVEMENT PLANS OF PROPOSED DEPARTMENT OF TRANSPORTATION FEDERAL AID PROJECT SOUTHEAST CONNECTOR PROJECT CSJ: 0008-13-125, ETC. Texas Department of Transportation TDLR INSPECTION REQUIRED.2. REQUIREMENTS. INCLUDING ALL THE TECHNICAL DOCUMENTS AND THE TECHNICAL DESIGNED USING THE DESIGN BUILD AGREEMENT DOCUMENTS CONTRACTS (FORM FHWA 1273, MAY 2012). THIS PROJECT HAS BEEN CONTRACT PROVISIONS FOR ALL FEDERAL-AID CONSTRUCTION AND DATED AS FOLLOWS, SHALL GOVERN ON THIS PROJECT: REQUIRED TRANSPORTATION, NOVEMBER 2014 AND SPECIFICATION ITEMS LISTED SPECIFICATIONS ADOPTED BY THE TEXAS DEPARTMENT OF 1. NOTES: ADJUSTMENT FACTOR OF 1.00012. 2012A COORDINATE SYSTEM WITH A GRID TO GROUND SURFACE 2010, STATE PLANE TEXAS NORTH CENTRAL ZONE (4202), NAVD88 GEOID PUBLISHED TXDOT MONUMENTS REFERENCED TO NAD83 (2011) EPOCH THE BASIS OF BEARINGS IS DERIVED FROM STATIC GPS DATA COLLECTED ON PROJECT LOCATION MAP Cemetery White Manship Ray RI VERLake Fosdic Lake White 0.80.60.60.6 1.1 0.4 AT&SFRYWORTH FORT 5.7 0.4 0.7 1.25.0 PACIFIC RAILROAD1.00.6 0.6RIVERWESTFORK0.8 UPRRUNI ONUP B287 P B287 P 35W 81 35W 347 280 81 377 35W B287 P B287 P 347 199 Park Greenway Park Field Harmon Park Lake Oakland Golf Course Municipal Meadowbrook Park Sycamore Park Glenwood Park Hillside Park Tandy Hills Park Sagamore Course Golf Sycamore Park Rosedale University Wesleyan Texas Arnold Park Park Oak Trader Pioneer RestCem Cem 5.7 7.74.5PACIFICRAILROADSYCAMORECREEKRAILROADUNIONBNSFEchoLakeB287 P 35W Country Club Glen Garden Park Ellis Park Cobb EchoLakePark Pk EDGECLIFF NORTHERNBURLINGTONSYCAMORECREEK4.91.5 Pop 2,715 LIM IT CITY FORT WORTHLIMITEDGECLIFFCITYCITYLIMITSANTA FEBNSFUNI O N P A CIFI C R AIL R OA D35W 20 820 Park Hills Highland Park Greenbriar Park Amon Carter MHMR State School Fort Worth South Campus Junior College Tarrant County Center Federal Federal Center FOREST CITY LIMITFORT W ORTH CITY LIMIT HILL KENNEDALE LIMITCREEK KENNEDALE CITYPop 4,096 CITYLIMITCITYWORTHFORTEmerald Hills Memorial Park Cem ARLINGTON LAKE FORTWORTHCREEK RUSH6.7BRANCHCREEKCITY CITY ARLINGTONVILLAGE CREEKNORMAL POOL ELEV 550.0' UP Country Club Shady Valley Park Foster Clarence Cem Handley Park Veteran Burial Park Rose Hill Park Park Park Veteran Lake Arlington Golf Course Cottonwood ARLINGTON VILLAGE Creek 6.8 Cottonwood Creek LIMITCITYLIMITVILLAGE LIMITLIMITCITYFORT W ORTH CREEK Cem Harrison Park Lane Sandy Park Veteran Park Woodland R USH KEE Cem Tate KENNEDALE ARLINGTON Park Prairie DogPark LIMIT Park Springs Bowman FORT W ORTH CITY ARLINGTON CITY LIM IT LIM ITPark Pate Park Willian McDonald BranchWildcat Park Eastover Rolling Hills Park FORESTInstitution Federal Correctional Masonic Home Masonic Home Cem CITY LIMITLIMITCITYKENNEDALE Park Bunche Park 0.7 0.3Park Handley HI LLCI TYLI MI TFORTW ORTHCI TYLIMI TUNI ONCITY ARLINGTON 2.84.41.51.9 0.31.9 FOREST HILL Park Creek Village Cem Hawkins N.T.S. AECOM Technical Services, Inc.- F-3580 TARRANT F-2022(675)I-820 125, etc13 FT. WORTHTEXAS 6 0008 STATE OF TEXAS 2.2 MILES=FROM I-20/US 287 INTERCHANGE TO SUBLETT ROADUS 287S 0.8 MILES=FROM I-820/US 287 INTERCHANGE TO VILLAGE CREEK ROADUS 287N 6.2 MILES= BRENTWOOD STAIR ROADFROM I-20/I-820 INTERCHANGE TOI-820 2.3 MILES=FROM I-20/I-820 INTERCHANGE TO LITTLE ROADI-20 2.2 MILES= FROM I-20/I-820 INTERCHANGE TO FOREST HILL DRIVEI-20LIMITS/LENGTH: FUNCTIONAL CLASSIFICATION, DESIGN SPEED: MAINLANES URBAN FREEWAY URBAN INTERSTATE/ HIGH-SPEED 70 MPH URBAN INTERSTATE HIGH-SPEED 50 MPH COLLECTOR-DISTRIBUTORS URBAN INTERSTATE HIGH-SPEED 50 MPH DIRECT CONNECTORS URBAN INTERSTATE HIGH-SPEED 50 MPH HIGH-SPEED 45 MPH HIGH-SPEED 40 MPH RAMPS URBAN ARTERIAL HIGH-SPEED 50 MPH HIGH-SPEED 45 MPH HIGH-SPEED 40 MPH FRONTAGE ROADS URBAN COLLECTOR LOW-SPEED 40 MPH LOW-SPEED 30 MPH CROSS STREETS URBAN ARTERIAL LOW-SPEED 40 MPH URBAN ARTERIAL LOW-SPEED 30 MPH URBAN COLLECTOR LOW-SPEED 30 MPH LOCAL ROAD LOW-SPEED 30 MPH CRAIG STREET CONNECTIONS URBAN COLLECTOR LOW-SPEED 20 MPH U-TURNS URBAN COLLECTOR LOW-SPEED 15 MPH SHARED USE PATH URBAN COLLECTOR LOW-SPEED 10 MPH TBPE REGISTRATION No. F-6649PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED NEEDS SPC RELEASE FOR CONSTRUCTION 2025 TBPELS ENGINEERING FIRM #312 287 287 SPUR 303 TEXAS 180 BUSINESS 287 BUSINESS 287 SEGMENT 1S SEGMENT 8 SEGMENT 6 SEGMENT 5 SEGMENT 3 SEGMENT 4 SEGMENT 3 SEGMENT 1S SEGMENT 4 287 SEGMENT 1N INTERSTATE 820 INTERSTATE 35W INTERSTATE 30 INTERSTATE 820 INTERSTATE 30 INTERSTATE 20 INTERSTATE 820 INTERSTATE 820 INTERSTATE 20 INTERSTATE 35W X-2872610/28/2025 10/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 01/12/2026 01/21/2026 * INCLUDED IN THIS PACKAGE 010/28/2025DETAILS, D209 & D527S00-UT-34075* 010/28/2025DETAILS, D219 & D534S00-UT-34074* 010/28/2025DETAILS, D218 & D214S00-UT-34073* 010/28/2025DETAILS, D208 & D204S00-UT-34072* 010/28/2025DETAILS, D016 & D203S00-UT-34071* 010/28/2025DETAILS, D010 & D012S00-UT-34070* 010/28/2025DETAILS, D006 & D007S00-UT-34069* 010/28/2025DETAILS, TRENCH REPAIR MS00-UT-34068* 010/28/2025DETAILS, TRENCH REPAIR J, K, & LS00-UT-34067* 010/28/2025DETAILS, TRENCH REPAIR G, H, & IS00-UT-34066* 010/28/2025DETAILS, TRENCH REPAIR E & FS00-UT-34065* 010/28/2025DETAILS, TRENCH REPAIR C & DS00-UT-34064* 010/28/2025DETAILS, TRENCH REPAIR A & BS00-UT-34063* 010/28/2025SANITARY SEWER RELOCATION 3125C, PLAN & PROFILE - STA 1+00.00 TO STA 1+50.53S00-UT-34062* 010/28/2025SANITARY SEWER RELOCATION 3125B, PLAN & PROFILE - STA 1+00.00 TO STA 4+34.98S00-UT-34061* 010/28/2025SANITARY SEWER RELOCATION 3125A, PLAN & PROFILE - STA 7+50.00 TO STA 11+45.91S00-UT-34060* 010/28/2025SANITARY SEWER RELOCATION 3125A, PLAN & PROFILE - STA 3+00.00 TO STA 7+50.00S00-UT-34059* 010/28/2025SANITARY SEWER RELOCATION 3125A, PLAN & PROFILE - STA 1+00.00 TO STA 3+00.00S00-UT-34058* 010/28/2025LEGENDS00-UT-34057* 010/28/2025PROPOSED SANITARY SEWER SYSTEM LAYOUTS00-UT-34056* 010/28/2025EXISTING SANITARY SEWER ABANDONMENT LAYOUTS00-UT-34055* 010/28/2025PROJECT KEYMAP - SEC-U-0520, SEGMENT 1NS00-UT-34054* 010/28/2025OVERALL PROJECT MAP, SURVEY CONTROL POINTSS00-UT-34053* 010/28/2025GENERAL NOTES - SEC-U-0520 S00-UT-34052* 010/28/2025INDEX OF SHEETS - SEC-U-0520S00-UT-34051* 010/28/2025TITLE SHEET - SEC-U-0520S00-UT-34050* REVDATEDESCRIPTIONSHEET*REVDATEDESCRIPTIONSHEET* INDEX OF SHEETSINDEX OF SHEETS S00-UT-34051 LMH JWJ PCD LMH 10/28/2025 26 RFC 2 INDEX OF SHEETS - SEC-U-0520 UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34051.dgn10/26/202512:25:22 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34051.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34052 LMH JWJ PCD LMH 10/28/2025 26 RFC 3 GENERAL NOTES - SEC-U-0520 UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34052.dgn10/26/202512:26:38 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34052.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 GENERAL NOTES ACCORDANCE WITH SECTION 03 30 00. SHALL BE CONSTRUCTED AND SHOP DRAWINGS SUBMITTED TO THE CITY INSPECTOR FOR REVIEW, IN HORIZONTAL BLOCKING FOR WATER LINES HAS BEEN OMITTED FOR CLARITY. HOWEVER, BLOCKING 1. WORK DAY. REMAIN OPEN AT ALL TIMES, AND ALL LANES OF TRAFFIC SHALL BE OPEN UP AT THE END OF EACH DURATION, AND POSSIBLE ALTERNATIVE ROUTES AROUND CONSTRUCTION SITES. ONE LANE SHALL MARQUEE IS SUGGESTED TO INFORM PARENTS AND STUDENTS OF CONSTRUCTION, CONSTRUCTION PRINCIPALS AND ADMINISTRATORS OF CONSTRUCTION IN THE AREA. A NOTE ON THE SCHOOL CONTRACTOR SHALL CONTACT LOCAL SCHOOLS PRIOR TO BEGINNING CONSTRUCTION TO INFORM 11. RESULTING FROM SUCH FILL AND SHALL REMOVE THE MATERIAL. THE AREAS WITHOUT WRITTEN PERMISSION, CONTRACTOR SHALL RESPONSIBLE FOR ALL DAMAGE AND THE CITY’S FLOOD PLAIN ADMINISTRATOR. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN NATURAL DRAINAGE WAY WITHOUT WRITTEN PERMISSION FROM THE AFFECTED PROPERTY OWNER CONTRACTOR SHALL PROVIDE A LETTER STATING SO. SURPLUS MATERIAL MAY NOT BE PLACED IN ADMINISTRATOR IF WITHIN THE CITY LIMITS. IF THE LOCATION IS NOT WITHIN THE CITY LIMITS, THE SHALL BE PROPERLY DISPOSED OF AT A SITE ACCEPTABLE TO THE CITY’S FLOOD PLAIN UTILITY COORDINATOR. SURPLUS MATERIALS FROM EXCAVATION INCLUDING DIRT, TRASH, ETC. DESIGN-BUILD CONTRACTOR. THE LOCATION SHALL BE COORDINATED WITH THE DESIGN-BUILD ANY EXCESS MATERIAL FROM EXCAVATION SHALL BE PLACED AT A LOCATION DESIGNATED BY 10. COPY FURNISHED TO THE CITY. APPROVAL OF THE PROPERTY OWNER HAS BEEN SECURED IN WRITING BY THE CONTRACTOR AND A DO NOT STORE EQUIPMENT OR MATERIAL ON PRIVATE PROPERTY UNLESS AND UNTIL THE SPECIFIED SHALL CONTACT THE PROPERTY OWNER 48 HOURS PRIOR TO CONSTRUCTION PER SECTION 01 11 00. WHEN IT IS REQUIRED THAT A CONTRACTOR WORK OR ENTER PRIVATE PROPERTY, THE CONTRACTOR 9. REVIEW, REVISIONS, AND FINAL ACCEPTANCE. REPORT AND SERVICE REPORT PER SECTIONS 01 77 19, 01 78 39, AND 33 01 31 TO THE CITY FOR SHEETS, FINAL APPROVED PIPE SHOP DRAWINGS, CCTV VIDEO/REPORTS, LINER RESULTS, ETC., PIPE PRIOR TO SCHEDULING THE PROJECT FINAL, THE CONTRACTOR SHALL PROVIDE REDLINES, CUT 8. AND SECTION 01 60 00 PRODUCT REQUIREMENTS, AND THE GENERAL CONDITIONS. AND SPECIFICATIONS AT THE CONTRACTOR’S EXPENSE. REFERENCE SECTION 01 33 00 SUBMITTALS SHALL BE REMOVED AND REPLACED WITH MATERIALS THAT CONFORM WITH THE STANDARD DETAILS ARE IDENTIFIED BY THE CITY AS NON-COMPLIANT WITH THE STANDARD DETAILS AND SPECIFICATIONS PRE-CONSTRUCTION MEETING FOR REVIEW. ANY CONSTRUCTION ACTIVITY, MATERIALS, ETC. THAT SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY INSPECTOR, CITY PROJECT MANAGER AT THE 7. OWNERS PRIOR TO BEGINNING WORK ON EACH PROPERTY PER SECTION 01 35 13. THE CONTRACTOR SHALL DISTRIBUTE NOTICES (DOOR HANGER) TO ALL AFFECTED PROPERTY 6. HAVE IDENTIFICATION ON ALL VEHICLES. WHICH IDENTIFY THE CONTRACTOR’S NAME, LOGO OR COMPANY. THE CONTRACTOR SHALL ALSO CONTRACTOR’S PERSONNEL SHALL HAVE IDENTIFYING CLOTHING, HATS OR BADGES AT ALL TIMES 5. OWNERS, IF NECESSARY PER SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS. CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY SEWER FACILITIES TO AFFECTED PROPERTY THE PROJECT AREA, INCLUDING THE PERSONAL SAFETY OF PUBLIC AND PRIVATE PROPERTY. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE GENERAL SAFETY AT AND ADJACENT TO 4. ELEVATION, AND CONFIGURATION OF ALL STRUCTURES PRIOR TO CONSTRUCTION. THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXACT SIZE, LOCATION, THE LOCATION OF ALL DRIVEWAYS, RETAINING WALLS, STRUCTURES, ETC. WHICH MAY BE SHOWN ON 3. HOURS PRIOR TO THE START OF ANY EXCAVATION (JOHN KASAVICH: 817-392-8480) THE CONTRACTOR SHALL NOTIFY THE CITY OF FORT WORTH PROJECT MANAGER 48 G. THE INTERSECTION. LOCATES AT SIGNALIZED INTERSECTIONS 72 HOURS PRIOR TO COMMENCING WORK AT CONTRACTOR SHALL CONTACT THE CITY AT 817-392-8100 TO PERFORM CONDUIT LINE INTERSECTIONS SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. THE UNDERGROUND CONDUIT AT SIGNALIZED INTERSECTIONS. ANY DAMAGES AT SIGNALIZED PROTECT EXISTING SIGNAL HARDWARE, GROUND BOXES, DETECTION LOOPS, AND T/PW, 72 HOURS PRIOR TO EXCAVATION (817-392-7738). THE CONTRACTOR SHALL CONTRACTOR SHALL NOTIFY TRAFFIC MANAGEMENT DIVISION OF CITY OF FORT WORTH CAUTION! WHEN DOING WORK WITHIN 200 FEET OF ANY SIGNALIZED INTERSECTION, THE F. 817-480-9944MIKE MAINORD 817-223-7438LUKE COFFMAN FORT WORTH SEWER• 817-944-8277MATT DAVIS 817-475-2656CESAR ZAVALA FORT WORTH WATER• ALONG THIS PROJECT. CONTACT THE CITY 48 HOURS PRIOR TO EXCAVATION: CAUTION! BURIED CITY OF FORT WORTH WATER AND SANITARY SEWER LINES MAY EXIST E. 1-866-236-282424/7 CONTACTZAYO• 972-213-3748BRYAN SCHAFER MCIMETRO (VERIZON) • 1-800-634-137424/7 CONTACTCONTERRA • 817-205-9098THOMAS SONNIER CHARTER (SPECTRUM)• 972-322-0709BILLY KIDD 1-800-286-831324/7 CONTACT AT&T • COMMUNICATION COMPANIES 48 HOURS PRIOR TO EXCAVATION: CAUTION! BURIED COMMUNICATION CABLES MAY EXIST ALONG THIS PROJECT. CONTACT D. -24/7 CONTACT FLINT HILLS RESOURCES• 304-932-9088JARROD STEWART 214-794-6635ANDY AIVAZIAN SUMMIT MIDSTREAM• 940-393-8563JODY CURRYDIVERSIFIED • 214-721-937824/7 CONTACT ENLINK• 866-322-866724/7 CONTACTATMOS• GAS LINE: 48 HOURS PRIOR TO EXCAVATION, AND WITHIN TWO (2) HOURS OF ENCOUNTERING A CAUTION! BURIED GAS LINES MAY EXIST ALONG THIS PROJECT. CONTACT GAS COMPANIES C. 817-913-536524/7 CONTACTONCOR • ELECTRICAL PROVIDERS 48 HOURS PRIOR TO EXCAVATION : CAUTION! BURIED ELECTRIC LINES MAY EXIST ALONG THIS PROJECT. CONTACT B. UTILITIES PRIOR TO CONSTRUCTION. EXISTING NOTIFY TEXAS 811 (1-800-DIG-TESS OR WWW.TEXAS811.ORG) TO LOCATE A. WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED OWNERS (UTILITY COMPANIES) OR AGENCIES IN 2. PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION AND FOR THE SAFETY AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION OR FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR APPURTENANCES OBSERVED IN THE FIELD. THE CITY AND ENGINEER SHALL NOT BE RESPONSIBLE INFORMATION FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON PRIVATE, PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR 1. GENERAL: INSTALLATION ACTIVITIES. COMPLETE SITE RESTORATION, AS NOTED ABOVE, MAY RESULT IN DEFERMENT OF FURTHER PIPE THE OWNER’S SATISFACTION WITHIN TEN (10) WORKING DAYS. FAILURE TO MAINTAIN AND/OR IMMEDIATELY COMMENCE SURFACE RESTORATION. SURFACE RESTORATION MUST BE COMPLETED TO CONSTRUCTION. ONCE THE PIPE HAS BEEN INSTALLED OR REHABILITATED, THE CONTRACTOR SHALL EASEMENTS, THE CONTRACTOR SHALL CONTACT THE PROPERTY OWNER 48 HOURS PRIOR TO WHEN IT IS REQUIRED THAT A CONTRACTOR WORK ON PRIVATE PROPERTY WITHIN UTILITY 1. GENERAL: GENERAL NOTES OR WASTEWATER TRENCH. INSTALLED AT 500-FOOT MINIMUM INTREVALS TO PREVENT MIGRATION OF WATER WITHIN THE WATER IF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION, TRENCH WATER STOPS SHOULD BE 11. SPECIFIED ON PLANS. VALVE CONCRETE COLLAR INSTALLATION. REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AS CITY INSPECTOR SHALL BE GIVEN ADVANCED NOTIFICATION AND BE ON SITE FOR ALL MANHOLE AND 10. DIAMETER AND LARGER. SPACES, NEAR RESIDENCES, OR OTHER AREAS AS DETERMINED BY THE CITY ON MAINS 15-INCH ODOR CONTROL IS REQUIRED FOR ALL SANITARY SEWER MANHOLES IN CITY PARK AREAS, PUBLIC 11. MANHOLES WHERE TURBULENCE IS AN ISSUE. STRUCTURES ON LARGE COLLECTOR MAINS 15-INCH DIAMETER AND LARGER, AND OTHER MANHOLES ON MAINS WITH 3% OR GREATER GRADE, ALL DROP MANHOLES, SIPHONS, JUNCTION TO SECTION 33 39 60 LINER SYSTEM FOR SANITARY SEWER STRUCTURES. THIS SHALL INCLUDE SANITARY SEWER MANHOLES CALLED OUT FOR INTERIOR CORROSION PROTECTION SHALL CONFORM 10. HYDRAULIC SLIDE IN ACCORDANCE WITH SECTION 33 39 20 AND STANDARD DETAIL. ALL SANITARY SEWER SERVICE CONNECTIONS AT THE MANHOLE, CONTRACTOR SHALL PROVIDE A SANITARY SEWER SERVICES LARGER THAN 6-INCH DIAMETER SHALL CONNECT TO A MANHOLE. FOR 9. THE CONTRACTOR’S EXPENSE. INCORRECT COLLAR THICKNESS, NO STEEL REINFORCEMENT) SHALL BE REMOVED AND REPLACED AT IDENTIFIED IN THE FIELD THAT ARE NOT IN COMPLIANCE WITH THE SPECIFICATIONS AND DETAILS (I.E. PAVEMENT AND/OR ON EASEMENTS), AS REQUIRED FOR THIS PROJECT. CONCRETE COLLARS AND DETAIL SHALL BE INSTALLED WITH ALL NEW MANHOLES (INCLUDING MANHOLES OUTSIDE OF SURFACE GRADE, OR AS NOTED ON THE PLANS. CONCRETE COLLARS PER SPECIFICATION 33 05 13 NEW MANHOLES SHALL BE CONSTRUCTED SUCH THAT THE MANHOLE COVER IS AT FINISHED 8. OR REHABILITATED PER SECTION 33 03 10. CONTRACTOR SHALL BYPASS PUMP SEWAGE AROUND SECTION OF PIPE PRIOR TO BEING REPLACED 7. PLANS CAN BE MADE IF NECESSARY. OPERATIONS OF ANY POTENTIAL CONFLICTS PRIOR TO CONSTRUCTION, SO MODIFICATIONS TO THE THE CITY INSPECTOR, CITY PROJECT MANAGER, WATER ENGINEERING, AND WATER FIELD TO THE NEW SANITARY SEWER MAIN/LATERAL PER SECTION 33 31 50. CONTACTOR SHALL NOTIFY CONTRACTOR SHALL ENSURE THAT ALL ACTIVE SERVICES CAN BE RECONNECTED AND/OR REROUTED 6. SHALL ALLOW FOR A REVIEW TIME OF 2 WEEKS. CITY PROJECT MANAGER, WATER ENGINEERING, AND WATER FIELD OPERATIONS, AS THE SCHEDULE MARKED UP PLANS SHOWING LIMITS, AND REPORT SHALL BE PROVIDED TO THE CITY INSPECTOR, MATERIAL, SERVICE LOCATIONS, PIPE MATERIAL CHANGES, ETC. COPIES OF THE CCTV VIDEO, LAYOUT, NUMBER, MANHOLES, STATION NUMBER (FROM AND TO), STREET ADDRESS, PIPE SIZE, PIPE SECTION 33 01 31. REPORT SHALL CLEARLY IDENTIFY EXISTING SANITARY SEWER MAIN/LATERAL FORMAT OF THE CCTV VIDEO, PLAN EXHIBITS, AND REPORT SHALL BE IN ACCORDANCE WITH SANITARY SEWER SERVICE CONNECTIONS PRIOR TO CONSTRUCTION OF THE ENTIRE PROJECT. EXISTING SANITARY SEWER LINES, WHICH ARE TO BE ABANDONED, TO VERIFY LOCATIONS OF ALL CONTRACTOR SHALL CONDUCT A PRE-CONSTRUCTION TELEVISION INSPECTION (CCTV) OF ALL 5. RESULT OF THE CONTRACTOR’S OPERATIONS. CONTRACTOR IS LIABLE FOR ALL DAMAGES TO EXISTING WATER AND SANITARY SEWER MAINS AS A SAME PERSONNEL WHICH INCLUDES ACCEPTABLE PIPE MATERIALS ON-SITE FOR REPAIRS. THE ADDITION, THE CONTRACTOR SHALL SUBMIT A CONTINGENCY PLAN AND EMERGENCY PLAN TO THE ENGINEERING, AND WATER FIELD OPERATIONS PRIOR TO CONSTRUCTION IN THESE AREAS. IN AND SANITARY SEWER MAINS (15-INCH AND LARGER) FOR REVIEW BY CITY INSPECTOR, WATER 01 33 00 FOR SUPPORT/PROTECTION OF LARGE DIAMETER WATER MAINS (16-INCH AND LARGER) CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AT THE PRE-CONSTRUCTION MEETING PER SECTION OTHER UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW GROUND DURING CONSTRUCTION. CABLES, SANITARY SEWER MAINS, WATER MAINS, DRAINAGE PIPES, UTILITY SERVICES, AND ALL PROVISIONS FOR THE SUPPORT AND PROTECTION OF ALL UTILITY POLES, GAS MAINS, TELEPHONE AND STRUCTURES BOTH ABOVE AND BELOW GROUND. THE CONTRACTOR SHALL MAKE NECESSARY THE PROPOSED SANITARY SEWER LINES AT TIMES WILL BE LAID CLOSE TO OTHER EXISTING UTILITIES 4. ACCORDANCE WITH THE DETAILS. FOR ALL SANITARY SEWER SERVICE CONNECTIONS AT MANHOLES, PROVIDE A HYDRAULIC SLIDE IN 3. OPENING CLEAN OUTS. WHERE AVAILABLE. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN UP ASSOCIATED WITH ABANDONMENT OF EXISTING PIPE. THE CONTRACTOR WILL BE ALLOWED TO OPEN CLEAN OUTS FROM BACKUP, WHICH MAY RESULT DURING THE INSTALLATION OF NEW PIPE AND/OR THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGES TO PROPERTIES, HOMES, AND BASEMENTS 2. NOTIFY CITY OF ANY DISCOVERED ILLICIT CONNECTIONS. VERIFY THAT ALL CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE FOR SANITARY SEWER ONLY. 1. SANITARY SEWER: UTILITIES. RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF THE EXISTING CONTRACTOR’S INFORMATION OBTAINED FROM THE UTILITY COMPANIES. IT SHALL BE THE EXISTING UTILITY CROSSINGS SHOWN ON THE PROFILE ARE FROM REFERENCE PLANS, AND FROM 9. ENGINEER NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THE DATA. SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT THE CITY AND THE EXISTING UTILITY INFORMATION IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA IS 8. ALL EMBEDMENT AND BACKFILL SHALL BE IN ACCORDANCE WITH TXDOT ITEM 400.7. SECTION 33 05 10 EXIST. INCLUDE A GROUND WATER CONTROL PLAN IF CONDITIONS MEETING CRITERIA OUTLINED IN SAFETY PLAN SHALL BE SUBMITTED AT THE PRE-CONSTRUCTION MEETING. THIS WOULD ALSO SAFETY STANDARDS, FEDERAL AND STATE REQUIREMENTS, PER SECTION 33 05 10. A TRENCH ENGINEER IN THE STATE OF TEXAS, FOR THIS PROJECT, IN ACCORDANCE WITH OSHA EXCAVATION PROPOSED WORK UTILIZING A TRENCH SAFETY PLAN PREPARED BY A LICENSED PROFESSIONAL CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY. THE CONTRACTOR SHALL CONSTRUCT THE 6. SHALL BE ALLOWED TO ADJUST VALVE BOXES, MANHOLES, RING & COVERS, ETC. ONLY CITY PREQUALIFIED CONTRACTORS, BY APPROPRIATE WATER DEPARTMENT WORK CATEGORY, 5. IN ACCORDANCE WITH OSHA’S PERMIT REQUIRED FOR CONFINED SPACES. REQUIREMENTS. CONFINED SPACES SHALL INCLUDE MANHOLES AND ALL OTHER CONFINED SPACES PROVIDE AND FOLLOW APPROVED CONFINED SPACE ENTRY PROGRAM IN ACCORDANCE WITH OSHA 4. REINSTATED. IN NO CASE SHALL SERVICES BE ALLOWED TO REMAIN OUT OF SERVICE OVERNIGHT. ALL TIMES, EXCEPT FOR BRIEF INTERRUPTIONS IN SERVICE FOR WATER AND SEWER SERVICES TO BE MAINTAIN ALL EXISTING WATER AND SEWER CONNECTIONS TO CUSTOMERS IN WORKING ORDER AT 3. REVIEW BY THE CITY IN ORDER TO AVOID A CONFLICT. ENGINEERING, WATER FIELD OPERATIONS, AS PLANS SHALL BE REVISED AND SUBMITTED FOR THESE CONFLICTS (PLANS, SHOP DRAWINGS, SURVEY DATA, ETC.) TO THE CITY INSPECTOR, WATER OF THE MAIN. CONTRACTOR SHALL PROVIDE ALL POTHOLE DATA AND OTHER DOCUMENTATION OF POTHOLED USING VACUUM EXCAVATION METHOD PER SECTION 33 05 30 PRIOR TO CONSTRUCTION UTILITIES, ETC. HAVE BEEN IDENTIFIED, THE UTILITIES IN CONFLICT SHALL BE LOCATED AND PIERS, EMBANKMENTS, MSE WALLS, RETAINING WALLS, ABOVE GROUND STRUCTURES, FRANCHISE CONFLICTS WITH PAVING, ADDITIONAL FILL, STORM SEWER, DRAINAGE HEADWALLS, INLETS, BRIDGE LOCATIONS OF EXISTING MANHOLES WERE DETERMINED FROM FIELD SURVEY. HOWEVER, IF TO MATCH SURVEYED MANHOLE FLOW LINES. RIM ELEVATIONS, FLOW LINES, AND HORIZONTAL RECORD DRAWINGS AND HAVE NOT BEEN FIELD VERIFIED. SOME PIPELINE SLOPES WERE ADJUSTED EXISTING VERTICAL DEFLECTIONS AND PIPE SLOPES SHOWN ON THE PLANS WERE OBTAINED FROM 2. GENERAL NOTES SPACE OUTSIDE OF PAVED AREAS. LOCATIONS SPECIFIED IN SECTION 33 05 26. SURFACE MARKERS WILL ONLY BE INSTALLED IN GREEN INSTALL SURFACE UTILITY MARKERS AT ALL HORIZONTAL BENDS, TEST STATIONS, AND OTHER 22. LOCATED AT 1608 11TH AVE. FORT WORTH TX 76102. CONTACT WAREHOUSE SUPERVISOR AND DELIVER ALL SALVAGED MATERIALS TO THE WAREHOUSE INSPECTOR FOR ALL ITEMS REMOVED AND SALVAGED TO WATER FIELD OPERATIONS WAREHOUSE. BEING REMOVED OR SALVAGED. CONTRACTOR SHALL PROVIDE THE DOCUMENTS TO THE CITY CONTRACTOR AND CITY INSPECTOR SHALL CONTACT WATER FIELD OPERATIONS PRIOR TO ALL ITEMS 21. THE PROPERTY/ROW LINE. UNLESS OTHERWISE NOTED ON THE PLANS, THE GATE VALVES SHALL BE INSTALLED TO LINE UP WITH 20. SHAFTS, AND OUTER WALL OF HEADWALLS SHALL BE 10 FT. MINIMUM HORIZONTAL SEPARATION FROM OUTER WALL OF MAIN TO OUTER DIAMETER DRILLED HORIZONTAL SEPARATION FROM OUTER WALL OF MAIN TO OUTER WALL OF INLET SHALL BE 5 FEET. CLEAR CURB INLETS. MINIMUM THE END OF EACH WORK DAY. DEFLECT WATER MAINS AT JOINTS TO AND DETAIL AT ALL WATER MAINS SHALL HAVE TEMPORARY PLUGS PER SECTIONS 33 04 40, 33 12 25 19. SPECIFICATIONS FOR CATHODIC PROTECTION SHALL APPLY. THE RECOMMENDATIONS FROM THE CATHODIC PROTECTION STUDY, THE DRAWINGS AND CATHODIC PROTECTION STUDY IS REQUIRED ON ALL PIPES OTHER THAN PVC. IN ACCORDANCE WITH ALL DUCTILE IRON WATER MAINS SHALL BE POLY WRAPPED PER SECTION 33 11 10, 33 11 11. ALL PVC WATER MAINS 12-INCH DIAMETER AND SMALLER SHALL BE DR-14 PER SECTION 33 11 12. 18. MAIN FOR TEMPORARY WATER SERVICE DURING CONSTRUCTION. 30. LARGE DOMESTIC SERVICES (3-INCH AND LARGER) AND FIRE LINES SHALL REQUIRE A LARGER THE CONTRACTOR SHALL INSTALL A 2-INCH TEMPORARY WATER SERVICE MAIN PER SECTION 33 04 17. PLANS (SECTION 33 12 10). ALL EXISTING WATER METERS SHALL BE RELOCATED 3 FT. BEHIND THE CURB OR AS SHOWN ON THE 16. IS REQUIRED TO RELOCTE THE PRIVATE SERVICE. SERVICE LINE BEHIND THE WATER METER MAY ALSO NEED TO BE RELOCATED. A LICENSED PLUMBER IF AN EXISTING WATER METER IS REMOVED AND REPLACED IN A DIFFERENT LOCATION, THE PRIVATE 15. PER AWWA C800 AND SERVICE SADDLES SHALL BE DOUBLE STRAP PER SECTION 33 12 10. ENGINEER. SHOP DRAWINGS SHALL INDICATE FLARED COPPER TUBING WITH THREAD DIMENSIONS TAPPING SADDLE AND 1-INCH X ¾-INCH REDUCER AT THE ¾-INCH CURB STOP AS DIRECTED BY THE SERVICE LINES (PER ASTM B88), WITH 1-INCH CORPORATION STOPS AND IF REQUIRED 1-INCH ALL EXISTING ¾-INCH WATER SERVICE LINES SHALL BE REPLACED WITH 1-INCH TYPE K COPPER 14. AND 33 11 14. DRAWING SUBMITTALS, SHALL BE IN ACCORDANCE WITH SECTIONS 33 11 10, 33 11 11, 33 11 13, FITTINGS WITH THE REQUIRED JOINT DEFLECTIONS. JOINT DEFLECTIONS AND ASSOCIATED SHOP ALL NON-STANDARD BENDS SHALL BE MADE BY USING THE CLOSEST STANDARD MJ FITTINGS OR 13. FINAL ACCEPTANCE. REPORT PER SECTIONS 01 77 19, 01 78 39, AND 33 01 31 TO THE CITY FOR REVIEW, REVISIONS, AND REDLINES, CUT SHEETS, FINAL APPROVED PIPE SHOP DRAWINGS, ETC., PIPE REPORT AND SERVICE SHALL PROVIDE REQUIREMENTS. PRIOR TO SCHEDULING THE PROJECT FINAL, THE CONTRACTOR CONCRETE, AND STEEL PIPE PER SECTIONS 33 11 10, 33 11 13, 33 11 14, FOR THE DEFLECTION MANUFACTURER’S RECOMMENDATIONS PER SECTION 33 11 12). REFERENCE DUCTILE IRON, DEFLECTIONS (FOR EXAMPLE, PVC JOINT DEFLECTIONS NOT TO EXCEED 50% OF THE ELEVATION ADJUSTMENT AT CONNECTIONS MAY BE MADE WITH BENDS, OFFSETS, OR JOINT CONCRETE, AND STEEL PIPE ARE REQUIRED SUBMITTALS BEFORE START OF CONSTRUCTION. SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN TEXAS FOR DUCTILE IRON PIPE, DETAILED PIPE SHOP DRAWINGS/LAY SCHEDULE WATER MAINS 16-INCH DIAMETER AND LARGER, CONTRACTOR SHALL PROVIDE PIPE SHOP DRAWINGS IN ACCORDANCE WITH THE SPECIFICATIONS. 12. SECTION 33 11 10 AND BACKFILLED WITH CLSM PER SECTION 03 34 13, UNLESS NOTED OTHERWISE. ALL WATER MAINS CROSSING BELOW STORM SEWER LINES SHALL BE DUCTILE IRON PIPE PER 11. CONSTRUCTION AND SHOP DRAWING SUBMITTALS PER SECTION 33 12 10. CORPORATION STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. 10. INSTALL CHLORINATION AND SAMPLING POINTS AT DESIGNATED LOCATIONS PER SECTION 33 04 40.9. CONSTRUCTION. OPERATIONS AND WATER ENGINEERING FOR REVIEW AT LEAST 1 WEEK PRIOR TO START OF PROVIDE THE PLAN SUBMITTALS TO THE CITY INSPECTOR, CITY PROJECT MANAGER, WATER FIELD PERMITTED WHEN SPECIALLY DESIGNATED IN THE DRAWINGS, AND THE CONTRACTOR SHALL PROVIDED BY CONTRACTOR IN ACCORDANCE WITH SECTION 33 04 40. FLUSHING IS ONLY SUBMITTALS. INSERT CLEANING PIG IN WATER MAIN WHERE DIRECTED. CLEANING PIG SHALL BE WATER MAINS, PRIOR TO CONSTRUCTION IN ACCORDANCE WITH SECTION 33 04 40, PART 1.5, CONTRACTOR SHALL PROVIDE A CLEANING PLAN AND DISINFECTION PLAN FOR 24-INCH AND LARGER 8. CONSTRUCTION AND SHOP DRAWING SUBMITTALS TO THE CITY INSPECTOR PER SECTION 33 12 40. LINE WITH THE PROPERTY/LOT LINES EXCEPT WHERE SHOWN OTHERWISE IN THESE PLANS. FIRE HYDRANTS SHALL BE A MINIMUM OF 3 FT. BEHIND THE BACK OF CURB (MAXIMUM 9 FT.) AND IN 7. AND 03 30 00. BE INSTALLED ON ALL MAINS 16-INCH DIAMETER AND LARGER PER SECTIONS 33 12 20, 33 05 16, DRAWINGS PROVIDED TO THE CITY INSPECTOR FOR REVIEW PER SECTION 33 12 20. VAULTS SHALL VALVES SHALL BE INSTALLED WHERE DESIGNATED ON THESE PLANS IN ACCORDANCE AND SHOP 6. OTHERWISE IN THESE PLANS. INCHES, MEASURED FROM TOP OF SURFACE (EXISTING AND PROPOSED) EXCEPT WHERE SHOWN INSTALLED A MINIMUM COVER OF 60-48-INCHES AND 16-INCH AND LARGER WATER MAINS SHALL BE 12-INCH DIAMETER AND SMALLER WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 5. RECOMMENDATIONS. DEFLECTIONS. JOINT DEFLECTIONS SHALL NOT EXCEED FIFTY PERCENT (50%) OF MANUFACTURER’S ELEVATION ADJUSTMENT AT CONNECTIONS MAY BE MADE WITH BENDS, OFFSETS, OR JOINT 4. OTHERWISE IN THE DRAWINGS. ALL WATER SERVICES SHALL BE INSTALLED ABOVE STORM SEWERS, EXCEPT WHERE SHOWN 3. GLANDS ALL DUCTILE IRON MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED TO PIPE USING RETAINER 2. STANDARD DETAILS FOR AREA REQUIRED TO INSTALL CONCRETE BLOCKING. RESTRAINT INDEPENDENT OF THE OTHER SYSTEM. THE CONTRACTOR SHALL REFER TO CITY DESIGNATED JOINTS BEYOND THE FITTINGS. EACH METHOD SHALL BE CAPABLE OF THRUST WHEN SPECIFICALLY INDICATED ON THE DRAWINGS, PROVIDE THRUST RESTRAINT AT BLOCKING. PROVIDE THRUST RESTRAINT BY MEANS OF RESTRAINING JOINTS AT FITTINGS AND CONCRETE 1. WATER: DIVISION 01 – GENERAL REQUIREMENTS DIVISION 33 – UTILITIES DIVISION 03 – CONCRETE X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34053 LMH JWJ PCD LMH 10/28/2025 26 RFC 4SURVEY CONTROL POINTS OVERALL PROJECT MAP UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34053.dgn10/26/202512:33:25 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34053.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 0 800 4000 SCALE IN FEET GEOID 12A IN U.S. SURVEY FEET. REFERENCED TO NAVD88 UTILIZING VERTICAL COORDINATES IN TABLE ARE 3. SURFACE COORDINATES. OF 1.00012 USED TO ACHIEVE GROUND PROVIDED SURFACE ADJUSTMENT FACTOR 2. 4202 IN U.S. SURVEY FEET. (2011), TEXAS NORTH CENTRAL ZONE REFERENCED TO STATE PLANE NAD83 SURFACE COORDINATES AND ARE HORIZONTAL COORDINATES IN TABLE ARE 1. NOTES: Z = 574.67 Y = 6928166.33 X = 2358606.93 EMC 3A PCM Z = 566.91 Y = 6928870.81 X = 2358295.31 EMC 3B PCM Z = 623.41 Y = 6938140.28 X = 2353211.24 EMC 2B PCM Z = 611.90 Y = 6937430.20 X = 2352932.17 EMC 2A PCM Z = 558.17 Y = 6943583.30 X = 2360401.76 000813125-03 PCM Z = 588.02 Y = 6946206.72 X = 2360343.02 EMC 1B PCMZ = 590.99 Y = 6946362.86 X = 2360028.31 EMC 1A PCM Z = 572.53 Y = 6948555.14 X = 2362470.80 000813125-04 PCM Z = 590.99 Y = 6953763.45 X = 2360059.35 000813250-03 PCM Z = 588.02 Y = 6953719.97 X = 2361149.96 000813250-04 PCM Z = 639.28 Y = 6960559.57 X = 2362636.54 000813250-02 PCM Z = 633.61 Y = 6959969.43 X = 2363571.91 000813250-01 PCM © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS SEGMENT 3 SEGMENT 4 SEGMENT 4 SEGMENT 3SEGMENT 4SEGMENT 3SEGMENT 1NSEGMENT 1SSEGMENT 1SSEGMENT 6/8 SEGMENT 5 SEGMENT 1N566.9122358578.3056929702.274EMC 3B 574.6732358889.9616928997.710EMC 3A 623.4122353493.6266938972.855EMC 2B 611.9042353214.5226938262.697EMC 2A 588.0222360626.2586947040.263EMC 1B 590.9862360311.5146947196.429EMC 1A 572.5292362754.2966949388.975000813125-04 558.1742360685.0126944416.533000813125-03 588.0222361433.3026954597.905000813250-04 590.9862360342.5546954597.905000813250-03 639.2762362920.0606961394.838000813250-02 633.6102363855.5446960804.625000813250-01 ELEVATIONGROUND EASTINGGROUND NORTHINGPOINT NAME UNI ON PACI FI C RRMANSFI ELD HWYRAMEY AVE E BERRY STWILBARGER ST MARTIN ST SUN VALLEY DRIVEVILLAGE CREEK RDCAREY STSPRINGS RDBOWMANI-820HWY-287I-820 &MOSSON RDHWY- 2 8 7 FITZHIGH AVE I-820I-820E ROSEDALE ST E LA N C A S T E R AV E CRAIG ST MEADOWBROOK DR BRENTWOOD STAIR RD I-30 HWY-287 I-20 &LITTLE RDX-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 1 3 -45 8PP 1 3 - 4 5 6PP P P1 3- 4 5 7 P P1 4- 4 7 21 4- 4 7 3P P1 3- 4 5 9PP 1 3 - 4 55PP1 3- 4 5 3P P1 3- 1 5 4 P P1 4 - 4 77PP1 4 - 4 7 6PP P P1 5- 5 0 6 P P1 5- 5 0 4P P1 5- 5 0 515 - 5 03PP 13 - 4 6 3 P P1 3- 4 6 2 P P1 3- 4 6 1 P P13 - 4 60 P P 1 4- 4 7 5 P PPP1 4 - 4 74 1 5 - 5 09 PP PP 15 - 5 10 14 - 4 79PP 1 4- 4 8 0P PP P 1 4- 4 7 81 4- 4 8 2PP P P1 4- 4 8 1 P P15 - 5 0 8 T 88 6 1 8.24 P P15 - 5 1 2 P P1 5- 5 1 1P P 1 5- 5 0 7 0 200 1000 SCALE IN FEET S00-UT-34054 LMH JWJ PCD LMH 10/28/2025 26 RFC 5SEGMENT 1N PROJECT KEYMAP - SEC-U-0520 UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE S00-UT-34060 S00-UT-34058 THRU SS-3125A S00-UT-34061 SS-3125B S00-UT-34062 SS-3125C FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34054.dgn10/26/202512:36:35 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34054.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 SEGMENT 1S SEGMENT 1N RAMEY AVETRUMAN DRE ROSEDALE STCRAI G STCRAI G STR A ME Y A VE NORMA STCRAVENS RDBEAT Y STMEL ST LOUIS ST T E N SI O N A V EUNIONPACI FI C R AI L R OADE LANCASTER AVEFORT WORTH AVEE ROSEDALE STL UC AS DR E ROSEDALE STDALLAS AVEI-820 UNIONPACIFICRAILROADI-820 I-820 I-820 X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 14-477 PP 14-476 PP PP 15-506 PP 15-505 13-463 PP 13-462 PP 13-461 PP 14-475 PP PP 14-474 PP14-478 T88 618.24 S00-UT-34055 LMH JWJ PCD LMH 10/28/2025 26 RFC 6 EXISTING SANITARY SEWER ABANDONMENT LAYOUT UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE 0 80 400 SCALE IN FEET D007. CUT & PLUG EXISTING LINES PER DETAIL 7. ABANDONED WITH GROUT. EXISTING SEWER SERVICE PIPE SHALL BE SEWER LINES. WHERE APPROPRIATE, RECONNECTED TO THE RELOCATED 6. ALL EXISTING SEWER SERVICES MUST BE DAYS. FIELD OPERATIONS WITHIN 5 CALENDAR DELIVERED TO CITY OF FORT WORTH 5. ALL SALVAGED MATERIALS MUST BE 1608 11TH AVE. FORT WORTH, TX 76102. WORTH FIELD OPERATIONS LOCATED AT SALVAGED MATERIALS TO CITY OF FORT DAVIS, AT (817) 944-8277. DELIVER ALL WATER SYSTEMS SUPERVISOR, MATTHEW JESUS RAMIREZ. AT (817) 392-5027 OR 4. CONTACT WAREHOUSE SUPERVISOR, WAREHOUSE. CITY'S FIELD WATER OPERATIONS ITEMS REMOVED AND SALVAGED TO THE DOCUMENTS TO CITY INSPECTOR FOR ALL 3. CONTRACTOR SHALL PROVIDE REMOVED OR SALVAGED. OPERATIONS PRIOR TO ALL ITEMS BEING CONTACT THE CITY'S WATER FIELD 2. CONTRACTOR AND CITY INSPECTOR TO ABANDONED LINES. FILLED WITH CLSM AFTER GROUT FILLING SHALL BE REMOVED. MANHOLE SHALL BE TO THE CITY. MANHOLE CONE SECTION BE REMOVED, SALVAGED, AND PROVIDED ALL MANHOLE FRAME AND COVERS SHALL 1. NOTES: FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34055.dgn10/26/202512:38:25 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34055.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 ABANDONMENT SEE COFW-PK06B FOR ABANDONMENT SEE COFW-PK06B FOR ABANDONMENT SEE COFW-PK07 FOR VC/CI M-265 WITH GROUT ABANDON 680 LF EXIST 10" SS-3125A/B (UT-31006) SS AT STA 27+12.00 M-265 CUT & PLUG EXIST. 10" CI SS AT STA 20+32.35 M-265 CUT & PLUG EXIST. 10" VC ABANDON EXIST. MH PER NOTE 1 RIM = 608.16 (APPROX.) & COVER AT STA 26+27.00 M-265 REMOVE & SALVAGE MH FRAME ABANDON EXIST. MH PER NOTE 1 RIM = 604.30 (APPROX.) & COVER AT STA 22+69.00 M-265 REMOVE & SALVAGE MH FRAME SS AT STA 17+53.00 L-03213 CUT & PLUG EXIST. 8" CONC. SS AT STA 15+62.00 L-03213 CUT & PLUG EXIST. 8" CONC. CONC. L-03213 WITH GROUT ABANDON 191 LF EXIST 8" SS-3125C (UT-31051) RI CH STX-03200L-3200E LANCASTER AVEX-18909I-820MEL STPLANT AVEPUTNAM STRAILROADPACIFICUNION L-03239 X-03239 TENSION DRDALLAS AVEE LANCASTER AVERA ILRO AD PA C IF IC UN IO N OLD HANDLEY RD FORT WORTH AVE ROSEDALE ST ROSEDALE ST I-820PLAZA CIRS HAMPSHI RE BLVDS HAMPSHIRE BLVD OSBORNE LNCANTON DRRDHANDLEYOLD HEITT CT HART ST PLAZA CI RTENSION DRHART ST X-18909X-18909X-18909X-18909X-18909L-03213X-03213L-03215X-03215L-03214X-03214L-03198X-03198M-265M-265M-265M-265M-265X-20541 S-16310 X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 14-477 PP 14-476 PP PP 15-506 PP 15-505 13-463 PP 13-462 PP 13-461 PP 14-475 PP PP 14-474 PP14-478 T88 618.24 S00-UT-34056 LMH JWJ PCD LMH 10/28/2025 26 RFC 7 PROPOSED SANITARY SEWER SYSTEM LAYOUT UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE 0 80 400 SCALE IN FEET FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34056.dgn10/26/202512:40:20 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34056.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 STA 18+17.80 M-265 EXIST. SS MH AT SEE COFW-PK07 SEE COFW-PK06B SEE COFW-PK06B STA 26+27.00 M-265 EXIST. SS MH AT STA 22+69.00 M-265 EXIST. SS MH AT STA 27+17.00 M-265 EXIST. SS MH AT STA 15+57.00 L-03213 EXIST. SS MH AT STA 21+00.00 L-3213 EXIST. SS MH AT STA 31+02.40 M-265 EXIST. SS MH AT CRAIG ST FRONTAGE RDI-820 SBM-265X-18909SS-3108LOUISE STRA ILRO AD PA C IF IC UN IO N OLD HANDLEY RDE LANCASTER AVEI-820X-18909M-265X-18909M-265M-265X-18909L-03239 X-03239 HART ST RAILROADPACIFICUNION TENSION DR L-03213X-03213L-03215X-03215S HAMPSHI RE BLVDCANTON DRDALLAS AVEM-265X-18909L-03214X-03214E LANCASTER AVEL-03198X-03198PUTNAM STPLANT AVERI CH STX-03200L-3200MEL STX-18909M-265TENSION DRHART ST RDHANDLEYOLD OSBORNE LNHEITT CT S HAMPSHIRE BLVD ROSEDALE ST PLAZA CI RPLAZA CIR S-16310 X-20541 M-265 X-18909I-820FORT WORTH AVE ROSEDALE ST SS-3104 SS-3122SS-3125BSS-3125ASS-3125C X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34057 LMH JWJ PCD LMH 10/28/2025 26 RFC 8 LEGEND UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34057.dgn10/26/202512:42:39 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34057.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 FTW SEWER LEGEND FTW SEWER PROPOSED SEWER MANHOLE PROPOSED SEWER CASING PIPE PROPOSED SEWER LINE EXISTING SEWER MANHOLE EXISTING SEWER (TO ABANDON) EXISTING SEWER (ABANDONED) EXISTING SEWER (TO REMAIN) (U) - UTILITY LOCATION IS UNKNOWN (R) - UTILITY LOCATION BASED ON RECORD DRAWINGS (B) - UTILITY LOCATION BASED ON SUE LVL B (A) - UTILITY LOCATION BASED ON SUE LVL A CROSSING DESCRIPTION LABEL AS FOLLOWS: *ACCURACY DESIGNATION IS INCLUDED IN THE EXISTING UTILITY PROPOSED UTILITY CROSSING EXISTING UTILITY CROSSING* MANHOLE CASING PROPOSED SEWER LINE EXISTING SEWER LINE FINISHED GRADE EXISTING GROUND OTHER UTILITIES* PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE PIPELINE GAS WASTEWATER WASTEWATER WASTEWATER WASTEWATER WASTEWATER WATER WATER WATER WATER WATER TELEPHONE CTV FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC FIBER OPTIC OVERHEAD TELEPHONE OVERHEAD FIBER OPTIC/CTV OVERHEAD FIBER OPTIC OVERHEAD ELECTRIC ELECTRIC WILLIAMS SUMMIT MIDSTREAM (DFW MIDSTREAM) FLINT HILLS ENERGY TRANSFER COWTOWN (SUBSIDIARY OF CRESTWOOD) BLUE STONE NATURAL ATMOS PRIVATE CITY OF FOREST HILL CITY OF ARLINGTON CITY OF KENNEDALE CITY OF FORT WORTH PRIVATE CITY OF FOREST HILL CITY OF ARLINGTON CITY OF KENNEDALE CITY OF FORT WORTH ATT CHARTER CONTERRA TELECOM TERVICE CENTURY LINK (FORMERLY LEVEL 3) CHARTER VERIZON BUSINESS (FORMERLY MCI) ZAYO ATT ATT CHARTER/CHARTER VERIZON BUSINESS ONCOR ONCOR *ONLY EXISTING SUE LVL D LINESTYLES SHOWN (AS GENERAL REPRESENTATION OF ALL UTILITY LINESTYLES) DRAINAGE CONCRETE RIPRAP STONE RIPRAP STORM DITCH STORM HEADWALL STORM GRATE STORM CURB INLET PROPOSED STORM PIPE/BOX EXISTING STORM PIPE/BOX (ABANDON) EXISTING STORM PIPE/BOX (REMAIN) OTHER UTILITY STRUCTURES POWER POLE HANDHOLE WATER METER FIRE HYDRANT REDUCER GATE VALVE NOISE WALL RETAINING WALL CONCRETE BARRIER CIVIL TRAFFIC & LIGHTING (N.T.S.) ELECTRICAL SERVICE CONNECTION GROUND BOX BORED CONDUIT HIGH-MAST LIGHTING LIGHT POLE TRAFFIC POLE SIGNS SMALL SIGN LARGE SIGN (PLAN VIEW) (PROFILE VIEW) GENERAL FLOODPLAIN BOUNDARY PROPOSED EASEMENT (FINAL) PROPOSED EASEMENT (PRELIMINARY) EXISTING EASEMENT EXISTING PROPERTY LINE PROPOSED R.O.W. EXISTING R.O.W. X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 509+00510+001+00 2+00 3+00 S00-UT-34058 LMH JWJ PCD LMH 10/28/2025 26 RFC 9PLAN AND PROFILE - STA 1+00.00 TO STA 3+00.00 SANITARY SEWER RELOCATION 3125A UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE 0 20 40 SCALE IN FEET 0 4 8 H V EXISTING UTILITIES. CONTRACTOR TO VERIFY DEPTH OF ALL INFORMATION PROVIDED BY OTHERS. BASED ON THE BEST AVAILABLE ALL EXISTING ELEVATIONS SHOWN ARE ADDITIONAL NOTE REPLACE THEM AT THEIR OWN EXPENSE. DAMAGED, THE CONTRACTOR SHALL SHOWN). IF ANY EXISTING UTILITIES ARE EXISTING UTILITIES (SHOWN AND NOT WHERE NECESSARY AND PROTECTING COORDINATING UTILITY RELOCATION CONTRACTOR IS RESPONSIBLE FOR ANY CONFLICTS DISCOVERED. IMMEDIATELY NOTIFY THE ENGINEER OF OF CONSTRUCTION AND SHALL WITH THE PROVIDER PRIOR TO THE START LOCATION OF ALL EXISTING UTILITIES CONTRACTOR SHALL FIELD VERIFY THE EXISTING UTILITIES IN THIS AREA. WARNING SEWER LINES. RELOCATED PRIOR TO COFW-PK15B 5. COFW-PK15A WATER LINES TO BE ABOVE ADJACENT GRADE. UNIMPROVED AREAS SHALL BE SET 6" CONSTRUCTION. MANHOLE RIMS IN VERIFY GROUND ELEVATIONS PRIOR TO UPRR ROW. CONTRACTOR SHALL FIELD 4. GRADING HAS BEEN ALTERED SOUTH OF REFERENCE IN PROFILE. AND UTILIZE TRENCH REPAIR DETAIL UTILITY WITHIN THE SEWER LINE TRENCH ABANDONED, REMOVE THE EXISTING CROSSED UNDER IS ALREADY CROSSINGS. IF EXISTING UTILITY BEING DETAIL F WITHIN 3' OF UTILITY EXISTING UTILITY, USE TRENCH REPAIR WHEN CROSSING UNDER AN ACTIVE 3. AND PIPE PRIOR TO CONSTRUCTION. PROPOSED SANITARY SEWER MANHOLE (BY OTHERS) 2 FEET CLEAR OF THE THE EXISTING FIBER SHALL BE SHIFTED 2. YARD OF SAND). POUNDS OF CEMENT FOR EVERY CUBIC CEMENT STABILIZED SAND (MINIMUM 160 BE ENCASED IN AT LEAST ONE FOOT OF FEET OF THE WATER SUPPLY PIPE SHALL ALL PORTIONS OF MANHOLE WITHIN NINE 1. NOTES: FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34058.dgn10/26/20259:51:26 PMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34058.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 MATCHLINE STA. 3+00.00PROP. 12" SS-3125A SEWER EASEMENT PROP. PERM. 15' COFWE=2360594.04 N=6952582.94 INSTALL ABOVE GROUND MARKER SEE NOTE 1 WITH CONCRETE COLLAR INSTALL 4' DIA. SS MANHOLE BEGIN 12" SS-3125A AT STA 20+32.35 (M-265) CONNECT TO EXIST. 10" VC SS S-3125ASTA 1+00.00 S E=2360560.75 N=6952615.83 INSTALL ABOVE GROUND MARKER WITH CONCRETE COLLAR INSTALL 4' DIA. SS MANHOLE S-3125ASTA 1+46.80 S 8 .72 ' 1 .64'7.50'17.49'WATER EASEMENT PROP. PERM. 20' COFW FIBER EASEMENT PROP. PERM. 10' ATT EASEMENT UTILITY EXIST. 6' UPRR ROW REBEL & PARISH LLC 6025 HART ST MADDING ADDITION LOT 1A AKA W 62.15' OF LOT 1 REBEL & PARISH LLC 6017 HART ST MADDING ADDITION LOT 2A 4 .39 ' (COFW-PK15A) PROP. 16" WL-1144A250' TOHART ST I-820 SBFRONTAGE RDX-18909M-265UNION PACIFIC RAILROAD 0+00 1+00 2+00 3+00 575 575 580 580 585 585 590 590 595 595 600 600 605 605 610 610 615 615 (SEE NOTE 4) FINISHED GRADE EXIST. GROUND/ EXIST. 10" VC SS @ 0.85% (SEE NOTE 2) (TO REMAIN) OPTIC CABLE (B) EXIST. FIBER STA 1+00.00 SS-3125ACONNECT TO EXIST. 10" SS (A)BEGIN 12" SS-3125AINSTALL 4' DIA. SS MANHOLEWITH CONCRETE COLLARSEE NOTE 1RIM = 602.66PROP. 12" FL = 595.84 (IN)EXIST. 10" FL = 595.84 (OUT)STA 1+46.80 SS-3125AINSTALL 4' DIA. SS MANHOLEWITH CONCRETE COLLARRIM = 603.86PROP. 12" FL = 595.94 (IN)PROP. 12" FL = 595.94 (OUT)PROP. 12" FL = 596.06PROP. 12" FL = 596.28153 LF 12" SDR 26 PVC SS @ 0.22% 47 LF 12" SDR 26 PVC SS @ 0.22%8.18'(3.5' MIN)PER DETAIL E 9 LF TRENCH REPAIR 196 LF TRENCH REPAIR PER DETAIL A Q (REQUIRED) = 0.90 MGD Q (PROVIDED) = 1.08 MGD SS-3125A X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 12658+0012659+0012658+0012659+0012658+0012659+0012658+0012659+00S00-UT-34059 LMH JWJ PCD LMH 10/28/2025 26 RFC 10PLAN AND PROFILE - STA 3+00.00 TO STA 7+50.00 SANITARY SEWER RELOCATION 3125A UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE 0 20 40 SCALE IN FEET 0 4 8 H V EXISTING UTILITIES. CONTRACTOR TO VERIFY DEPTH OF ALL INFORMATION PROVIDED BY OTHERS. BASED ON THE BEST AVAILABLE ALL EXISTING ELEVATIONS SHOWN ARE ADDITIONAL NOTE REPLACE THEM AT THEIR OWN EXPENSE. DAMAGED, THE CONTRACTOR SHALL SHOWN). IF ANY EXISTING UTILITIES ARE EXISTING UTILITIES (SHOWN AND NOT WHERE NECESSARY AND PROTECTING COORDINATING UTILITY RELOCATION CONTRACTOR IS RESPONSIBLE FOR ANY CONFLICTS DISCOVERED. IMMEDIATELY NOTIFY THE ENGINEER OF OF CONSTRUCTION AND SHALL WITH THE PROVIDER PRIOR TO THE START LOCATION OF ALL EXISTING UTILITIES CONTRACTOR SHALL FIELD VERIFY THE EXISTING UTILITIES IN THIS AREA. WARNING SEWER LINES. RELOCATED PRIOR TO COFW-PK15B 4. COFW-PK15A WATER LINES TO BE ABOVE ADJACENT GRADE. UNIMPROVED AREAS SHALL BE SET 6" CONSTRUCTION. MANHOLE RIMS IN VERIFY GROUND ELEVATIONS PRIOR TO UPRR ROW. CONTRACTOR SHALL FIELD 3. GRADING HAS BEEN ALTERED SOUTH OF INSTALLING SDR 26 CARRIER PIPE. INSPECTOR 72 HOURS PRIOR TO CONTRACTOR TO NOTIFY THE CITY 2. REFERENCE IN PROFILE. AND UTILIZE TRENCH REPAIR DETAIL UTILITY WITHIN THE SEWER LINE TRENCH ABANDONED, REMOVE THE EXISTING CROSSED UNDER IS ALREADY CROSSINGS. IF EXISTING UTILITY BEING DETAIL F WITHIN 3' OF UTILITY EXISTING UTILITY, USE TRENCH REPAIR WHEN CROSSING UNDER AN ACTIVE 1. NOTES: FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34059.dgn10/26/20259:54:45 PMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34059.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #3123+004+00 5+00 6+00 7+00 5+00 MATCHLINE STA. 3+00.00 MATCHLINE STA. 7+50.00PROP. 12" SS-3125A (COFW-PK15A) PROP. 16" WL-1144A E=2360298.99 N=6952773.68 INSTALL 4' DIA. SS MANHOLE S-3125ASSTA 5+26.03 E=2360301.14 N=6952769.53 OTHER THAN OPEN CUT END CASING INSTALL BY S-3125ASSTA 5+21.36 SEWER CARRIER PIPE CUT WITH 12" PVC BY OTHER THAN OPEN STEEL CASING PIPE THICK, 24" DIAMETER INSTALL 175 LF 7/16" 73°11'27" MM239.73 1160' TOMM239.50125' TOMM239.7527.50'17.50'SEWER EASEMENT PROP. PERM. 35' COFW WATER EASEMENT PROP. PERM. 20' COFW FIBER EASEMENT PROP. PERM. 10' ATT EASEMENT UTILITY EXIST. 5' EASEMENT UTILITY EXIST. 10' 150' TO TENSION DR 275' TOTXDOT ROW& EXIST. SEWER(X-18909, M-265)AMERCO REAL EST CO 6050 TENSION DR ELKINS, JACK SUBDIVISION LOT 1 TENSION EPA LLC 6000 TENSION DR TENSION INDUSTRIAL ADDITION BLOCK 1, LOT 2 UNIONPACIFICRAILROADUHAUL CO OF DALLAS FORT WORTH 6050 TENSION DR E=2360381.87 N=6952613.80 OTHER THAN OPEN CUT BEGIN CASING INSTALL BY S-3125ASSTA 3+45.95 150' UPRR ROW WATER ESMT 20' COFW PROP. PERM. SEWER ESMT 15' COFW PROP. PERM. EASEMENT UTILITY EXIST. 6' E=2360396.72 N=6952585.14 GROUND MARKER INSTALL ABOVE CONCRETE COLLAR MANHOLE WITH INSTALL 4' DIA. SS S-3125ASSTA 3+13.67 263.21' TOWEST FACE OFPROP. BRIDGE 239.63ABUTMENT ALONG� MAIN TRACK 2� MAIN TRACK 1 REBEL & PARISH LLC 6013 HART ST MADDING ADDITION LOT 3A LAKEVIEW INDUSTRIAL PARK LLC 6009 HART ST MADDING ADDITION LOT 3B � MAIN TRACK 2 � SHOOFLY TRACK 1 � SHOOFLY TRACK 2 33.56'290.54' TOWEST FACE OFPROP. BRIDGE 239.63ABUTMENT ALONG� SHOOFLY TRACK 11,506.44' TO� INTERSECTIONTENSION DR AND� MAIN TRACK 21,470.73' TO� INTERSECTIONTENSION DR AND� SHOOFLY TRACK 1+00 3 5+00 6+00 7+00 +50 7 580 580 585 585 590 590 595 595 600 600 605 605 610 610 615 615 620 620 FINISHED GRADE EXIST. GROUND/ BY UPRR) (TO BE RELO'D SIGNAL (U) EXIST. UPRR (TO BE ABAN'D) OPTIC CABLE (B) 2-EXIST. FIBER STA 5+26.03 SS-3125AINSTALL 4' DIA. SS MANHOLERIM = 610.42PROP. 12" FL = 596.88 (IN)PROP. 12" FL = 596.88 (OUT)STA 5+21.36 SS-3125AEND STEEL CASING INSTALLBY OTHER THAN OPEN CUTCLSM END SEAL PER D204PROP. 12" FL = 596.87PROP. 12" FL = 596.28PROP. 12" FL = 597.04PROP. 12" FL = 597.26PROP. 12" FL = 597.37Q (REQUIRED) = 0.90 MGD Q (PROVIDED) = 1.08 MGD 224 LF 12" SDR 26 PVC SS @ 0.22% 12.63' (3.5' MIN) GRADE TEMP. 175 LF BY OTHER THAN OPEN CUT 40 LF TRENCH REPAIR PER DETAIL H 189 LF TRENCH REPAIR PER DETAIL D +00 4 PROP. 12" FL = 596.60STA 3+45.95 SS-3125ABEGIN STEEL CASING INSTALLBY OTHER THAN OPEN CUTCLSM END SEAL PER D204PROP. 12" FL = 596.48STA 3+13.67 SS-3125AINSTALL 4' DIA. SS MANHOLEWITH CONCRETE COLLARRIM = 606.03PROP. 12" FL = 596.41 (IN)PROP. 12" FL = 596.31 (OUT)32 LF 12" SDR 26 PVC SS @ 0.22%UPRRROWUPRRROW(TO BE ABANDONED) OPTIC CONDUITS (A) 2-EXIST. FIBER OPTIC CONDUIT PROP. FIBER DUCTBANK FIBER OPTIC PROP. ABAN'D) (TO BE FOC (A) EXIST. 11.99' (5.5' MIN) @ 0.22% PVC SS 12" SDR 26 14 LF 1.63'180 LF 12" SDR 26 PVC SS @ 0.22% IN 175 LF 7/16" THICK 24" STEEL CASING PIPE BY OTHER THAN OPEN CUT PER DETAIL A 3 LF TRENCH REPAIR 44 LF TRENCH REPAIR PER DETAIL B (SEE NOTE 3) FINISHED GRADE EXIST. GROUND/ EXIST. GROUND FINISHED GRADE 14.44'5.54' (B/R = 610.36') � MAIN TRACK 1 (B/R = 609.95') � SHOOFLY TRACK 2 (B/R = 610.08') � SHOOFLY TRACK 1 6.04'5.49'5.85'7.60'6.41' (3' MIN)(B/R = 610.16) � MAIN TRACK 2 ABAN'D) (ALREADY EX. FOC (U) 11.66' (5.5' MIN) MM239.73 14.28'63.84'78.57' 13.42'107.64'35.63' 69.73' (44.71' MIN)90.40' 113.53'47.46' (44.15' MIN)2.86'6.55' (3' MIN) SS-3125A X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S MH MH515+00516+00S00-UT-34060 LMH JWJ PCD LMH 10/28/2025 26 RFC 11PLAN AND PROFILE - STA 7+50.00 TO STA 11+45.91 SANITARY SEWER RELOCATION 3125A UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE EXISTING UTILITIES. CONTRACTOR TO VERIFY DEPTH OF ALL INFORMATION PROVIDED BY OTHERS. BASED ON THE BEST AVAILABLE ALL EXISTING ELEVATIONS SHOWN ARE ADDITIONAL NOTE REPLACE THEM AT THEIR OWN EXPENSE. DAMAGED, THE CONTRACTOR SHALL SHOWN). IF ANY EXISTING UTILITIES ARE EXISTING UTILITIES (SHOWN AND NOT WHERE NECESSARY AND PROTECTING COORDINATING UTILITY RELOCATION CONTRACTOR IS RESPONSIBLE FOR ANY CONFLICTS DISCOVERED. IMMEDIATELY NOTIFY THE ENGINEER OF OF CONSTRUCTION AND SHALL WITH THE PROVIDER PRIOR TO THE START LOCATION OF ALL EXISTING UTILITIES CONTRACTOR SHALL FIELD VERIFY THE EXISTING UTILITIES IN THIS AREA. WARNING 0 20 40 SCALE IN FEET 0 4 8 H V STA 11+45.91 TO FINISHED GRADE. ADJUSTMENT OF EXISTING MANHOLE AT REFERENCE COFW-PK14 FOR 5. YARD OF SAND). POUNDS OF CEMENT FOR EVERY CUBIC CEMENT STABILIZED SAND (MINIMUM 160 BE ENCASED IN AT LEAST ONE FOOT OF FEET OF THE WATER SUPPLY PIPE SHALL ALL PORTIONS OF MANHOLE WITHIN NINE 4. SEWER LINES. RELOCATED PRIOR TO COFW-PK15B COFW-PK15A WATER LINES TO BE 3. WATER LINE. HORIZONTALLY FROM THE CENTER OF THE EQUIDISTANT AND AT LEAST NINE FEET JOINTS OF THE WASTEWATER PIPE ARE SHALL BE CENTERED SUCH THAT THE LINE, THE SEGMENT OF WASTEWATER PIPE LINE CROSSES THE PROPOSED WATER WHERE THE PROPOSED WASTEWATER 2. REFERENCE IN PROFILE. AND UTILIZE TRENCH REPAIR DETAIL UTILITY WITHIN THE SEWER LINE TRENCH ABANDONED, REMOVE THE EXISTING CROSSED UNDER IS ALREADY CROSSINGS. IF EXISTING UTILITY BEING DETAIL F WITHIN 3' OF UTILITY EXISTING UTILITY, USE TRENCH REPAIR WHEN CROSSING UNDER AN ACTIVE 1. NOTES: FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34060.dgn10/26/20259:58:16 PMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34060.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #3128+009+00 10+0011+0010+001+00GMM ATCHLI NE STA. 7+50.00PROP. 12" SS-3125A PROP. 8" SS-3125B (COFW-PK15A) PROP. 16" WL-1144A C LE AR 5.54'E=2360442.64 N=6953236.82 SEE NOTE 4 AND NOTE 5 (WARREN OR CHESTERTON) INSTALL EPOXY LINER AT STA 27+17.00 (M-265) CONNECT TO EXIST. SS MANHOLE END 12" SS-3125A S-3125ASSTA 11+45.91 E=2360438.84 N=6953184.00 SS-3125B AT STA 1+00.00 CONNECT TO PROP. 8" (WARREN OR CHESTERTON) WITH EPOXY LINER INSTALL 4' DIA. SS MANHOLE S-3125ASSTA 10+92.95 E=2360252.64 N=6953138.97 SS-3125C AT STA 1+00.00 CONNECT TO PROP. 8" (WARREN OR CHESTERTON) MANHOLE WITH EPOXY LINER INSTALL 4' DIA. SS DROP S-3125ASSTA 9+01.38 SEWER EASEMENT PROP. PERM. 35' COFW 27.50' E=2360235.81 N=6953106.66 INSTALL ABOVE GROUND MARKER AND CONCRETE COLLAR (WARREN OR CHESTERTON) WITH EPOXY LINER INSTALL 4' DIA. SS MANHOLE S-3125ASSTA 8+64.96 17.50' WATER EASEMENT PROP. PERM. 20' COFW FIBER EASEMENT PROP. PERM. 10' ATT EASEMENT EXIST. 5' UTILITY UHAUL CO OF DALLAS FORT WORTH 6050 TENSION DR AMERCO REAL EST OF TX CO 6050 TENSION DR ELKINS, JACK SUBDIVISION LOT 1 AND GUTTER PER D527 AND D534 REPLACE DRIVEWAY AND CURB (COFW-PK15A) PROP. 8" WL-1144B (COFW-PK15A) PROP. 1" WL-1144C (COFW-PK15A) PROP. 8" WL-1144D PROP. 8" SS-3125C PROP. 12" SS-3125A PROP. 10" SS-3125A4.51'7.99'27.84'20.72'TENSION EPA LLC 6000 TENSION DR TENSION INDUSTRIAL ADDITION BLOCK 1, LOT 2 TEN SI ON DR(CO N CRETE)X-18909M-265I-820 SBFRONTAGE RDX -03213L-03213X-03215 L-03215 X-18909M-2658+00 9+00 10+00 11+00 580 580 585 585 590 590 595 595 600 600 605 605 610 610 615 615 620 620 12+00 FINISHED GRADE EXIST. GROUND/ FINISHED GRADE EXIST. GROUND EXIST. 10" CI SS @ 1.05% (TO REMAIN) EXIST. 2" GAS (U) (TO REMAIN) OPTIC CABLE (B) EXIST. FIBER OPTIC DUCTANK PROP. FIBER 14.94' (2' MIN)15.77' (2' MIN)8.16' (2' MIN)STA 8+64.96 SS-3125AINSTALL 4' DIA. SS MANHOLEWITH EPOXY LINER (WARRENOR CHESTERTON) ANDCONCRETE COLLARRIM = 616.04PROP. 12" FL = 597.62 (IN)PROP. 12" FL = 597.62 (OUT)STA 9+01.38 SS-3125AINSTALL 4' DIA. SS DROPMANHOLE WITH EPOXY LINER(WARREN OR CHESTERTON)CONNECT TO PROP. 8" SS-3125CRIM = 615.68PROP. 8" FL = 608.51 (IN)PROP. 12" FL = 597.70 (IN)PROP. 12" FL = 597.70 (OUT)STA 10+92.95 SS-3125AINSTALL 4' DIA. SS MANHOLEWITH EPOXY LINER (WARRENOR CHESTERTON)CONNECT TO PROP. 8" SS-3125BRIM = 607.57PROP. 8" FL = 598.46 (IN)PROP. 10" FL = 598.29 (IN)PROP. 12" FL = 598.12 (OUT)STA 11+45.91 SS-3125AEND 10" SS-3125ACONNECT TO EXIST. SS MANHOLE (A) WITH10" CI SS (A) AND EXIST. 8" CONC. SS (R)INSTALL EPOXY LINER(WARREN OR CHESTERTON)SEE NOTE 4RIM = 609.47 (SEE NOTE 5)EXIST. 8" FL = 604.77 (IN)EXIST. 10" FL = 599.97 (IN)PROP. 10" FL = 599.97 (OUT)PROP. 12" FL = 597.48PROP. 12" FL = 597.92115 LF 12" SDR 26 PVC SS @ 0.22% 36 LF 12" SDR 26 PVC SS @ 0.22% 53 LF 10" SDR 26 PVC SS @ 3.17% Q (REQUIRED) = 0.90 MGD Q (PROVIDED) = 1.08 MGD18.03' (3.5' MIN)7.17' (3.5' MIN)30 LF TRENCH REPAIR PER DETAIL A 175 LF TRENCH REPAIR PER DETAIL A Q (REQ'D) = 0.90 MGD Q (PROV'D) = 2.52 MGD +50 7 58 LF TRENCH REPAIR PER DETAIL D PROP. 12" FL = 597.37(SEE NOTE 2) (COFW-PK15A) PROP. 16" WL-1144A 4.81' (2' MIN)57 LF TRENCH REPAIR PER DETAIL J 50 LF TRENCH REPAIR PER DETAIL K 24 LF TRENCH REPAIR PER DETAIL L 192 LF 12" C900 DR 25 PVC SS @ 0.22% WATER STOP D-006 INSTALL TRENCH ABANDONED) (TO BE STORM (U) EXIST. 24" PER DETAIL E 9 LF TRENCH REPAIR SS-3125A X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 TFP TFP FH TFP S LP MH515+00516+00S00-UT-34061 LMH JWJ PCD LMH 10/28/2025 26 RFC 12PLAN AND PROFILE - STA 1+00.00 TO STA 4+34.98 SANITARY SEWER RELOCATION 3125B UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE EXISTING UTILITIES. CONTRACTOR TO VERIFY DEPTH OF ALL INFORMATION PROVIDED BY OTHERS. BASED ON THE BEST AVAILABLE ALL EXISTING ELEVATIONS SHOWN ARE ADDITIONAL NOTE REPLACE THEM AT THEIR OWN EXPENSE. DAMAGED, THE CONTRACTOR SHALL SHOWN). IF ANY EXISTING UTILITIES ARE EXISTING UTILITIES (SHOWN AND NOT WHERE NECESSARY AND PROTECTING COORDINATING UTILITY RELOCATION CONTRACTOR IS RESPONSIBLE FOR ANY CONFLICTS DISCOVERED. IMMEDIATELY NOTIFY THE ENGINEER OF OF CONSTRUCTION AND SHALL WITH THE PROVIDER PRIOR TO THE START LOCATION OF ALL EXISTING UTILITIES CONTRACTOR SHALL FIELD VERIFY THE EXISTING UTILITIES IN THIS AREA. WARNING 0 20 40 SCALE IN FEET 0 4 8 H V SEWER LINES. RELOCATED PRIOR TO COFW-PK15B 3. COFW-PK15A WATER LINES TO BE PLUMBING CODE. WITH THE 2021 INTERNATIONAL A LICENSED PLUMBER IN ACCORDANCE 2. PRIVATE SERVICE SHALL BE INSTALLED BY REFERENCE IN PROFILE. AND UTILIZE TRENCH REPAIR DETAIL UTILITY WITHIN THE SEWER LINE TRENCH ABANDONED, REMOVE THE EXISTING CROSSED UNDER IS ALREADY CROSSINGS. IF EXISTING UTILITY BEING DETAIL F WITHIN 3' OF UTILITY EXISTING UTILITY, USE TRENCH REPAIR WHEN CROSSING UNDER AN ACTIVE 1. NOTES: FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34061.dgn10/26/20251:07:29 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34061.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #31211+001+00 2+00 3+00 4+00 GMWMPROP. 12" SS-3125A PROP. 8" SS-3125B (COFW-PK15A) PROP. 1" WL-1144C E=2360438.84 N=6953184.00 BEGIN 8" SS-3125B 12" SS-3125A AT STA 10+92.95 CONNECT TO MANHOLE OF PROP. S-3125BSTA 1+00.00 S E=2360444.19 N=6953162.40 PRIVATE SERVICE END PUBLIC SERVICE, BEGIN WITH CONCRETE COLLAR INSTALL 4' DIA. SS MANHOLE S-3125BSTA 1+22.24 S E=2360513.59 N=6953061.24 WITH CONCRETE COLLAR INSTALL 4' DIA. SS MANHOLE S-3125BSTA 2+44.92 S E=2360547.66 N=6952874.28 CONNECT TO EXIST. SS SERVICE END 8" SS-3125B WITH CONCRETE COLLAR INSTALL 4' DIA. SS MANHOLE S-3125BSTA 4+34.98 S E=2360513.87 N=6953059.76 CONNECT TO EXIST. SS SERVICE S-3125BSTA 2+46.43 S 5.67'EASEMENT UTILITY EXIST. 5' EASEMENT UTILITY EXIST. 5' UPRR ROW AMERCO REAL EST OF TX CO 6050 TENSION DR ELKINS, JACK SUBDIVISION LOT 1 UHAUL CO OF DALLAS FORT WORTH 6050 TENSION DR 15.99'GUTTER PER D534 REPLACE CURB AND (COFW-PK15A) PROP. 8" WL-1144D 11.22'9. 7 2'21.51'3.6'11.63'PROP. 10" SS-3125A EASEMENT UTILITY EXIST. 5'TENSION DR(CONCRETE)I-820 SB FRONTAGE RD X-03213L-03213X-18909 M-265 1+00 2+00 3+00 4+00 580 580 585 585 590 590 595 595 600 600 605 605 610 610 615 615 620 620 +50 0 +00 5 FINISHED GRADE EXIST. GROUND FINISHED GRADE EXIST. GROUND/ (TO REMAIN) OPTIC CABLE (B) EXIST. FIBER (TO BE ABANDONED) SERVICE (A) EXIST. WATER (TO REMAIN) OPTIC CABLE (A) EXIST. FIBER (TO BE ABANDONED) EXIST. FIRE LINE (A)5.69' (2' MIN)5.15' (2' MIN)6.83' (2' MIN)4.12'(2' MIN)STA 1+00.00 SS-3125BCONNECT TO MANHOLEOF PROP. 12" SS-3125ABEGIN 8" SS-3125BBRIM = 607.57PROP. 8" FL = 598.46 (IN)PROP. 10" FL = 598.29 (IN)PROP. 12" FL = 598.12 (OUT)STA 1+22.24 SS-3125BINSTALL 4' DIA. SS MANHOLEWITH CONCRETE COLLARRIM = 608.64PROP. 8" FL = 598.57 (IN)PROP. 8" FL = 598.57 (OUT)STA 2+44.92 SS-3125BINSTALL 4' DIA. SS MANHOLEWITH CONCRETE COLLARRIM = 608.28PROP. 8" FL = 599.18 (IN)PROP. 8" FL = 599.18 (OUT)STA 4+34.98 SS-3125BINSTALL 4' DIA. SS MANHOLEWITH CONCRETE COLLAREND 8" SS-3125BCONNECT TO EXIST. SS SERVICERIM = 609.25PROP. 8" FL = 600.13 (OUT)PROP. 8" FL = 598.96PROP. 8" FL = 599.46PROP. 8" FL = 599.9622 LF 8" SDR 26 PVC SS @ 0.50% 123 LF 8" SDR 26 PVC SS @ 0.50% 190 LF 8" SDR 26 PVC SS @ 0.50%10.05' (3.5' MIN)8.24' (3.5' MIN)PER DETAIL A 22 LF TRENCH REPAIR 86 LF TRENCH REPAIR PER DETAIL D 227 LF TRENCH REPAIR PER DETAIL A STA 2+46.43 SS-3125BCONNECT TO EXIST. 4" SS SERVICEPROP. 8" FL = 599.19 SS-3125B X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 TFP S S TFP FH8+00 9+00 WMS00-UT-34062 LMH JWJ PCD LMH 10/28/2025 26 RFC 13PLAN AND PROFILE - STA 1+00.00 TO STA 1+50.53 SANITARY SEWER RELOCATION 3125C UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE 0 20 40 SCALE IN FEET 0 4 8 H V SEWER LINES. RELOCATED PRIOR TO COFW-PK15B COFW-PK15A WATER LINES TO BE 2. YARD OF SAND). POUNDS OF CEMENT FOR EVERY CUBIC CEMENT STABILIZED SAND (MINIMUM 160 BE ENCASED IN AT LEAST ONE FOOT OF FEET OF THE WATER SUPPLY PIPE SHALL ALL PORTIONS OF MANHOLE WITHIN NINE 1. NOTES: EXISTING UTILITIES. CONTRACTOR TO VERIFY DEPTH OF ALL INFORMATION PROVIDED BY OTHERS. BASED ON THE BEST AVAILABLE ALL EXISTING ELEVATIONS SHOWN ARE ADDITIONAL NOTE REPLACE THEM AT THEIR OWN EXPENSE. DAMAGED, THE CONTRACTOR SHALL SHOWN). IF ANY EXISTING UTILITIES ARE EXISTING UTILITIES (SHOWN AND NOT WHERE NECESSARY AND PROTECTING COORDINATING UTILITY RELOCATION CONTRACTOR IS RESPONSIBLE FOR ANY CONFLICTS DISCOVERED. IMMEDIATELY NOTIFY THE ENGINEER OF OF CONSTRUCTION AND SHALL WITH THE PROVIDER PRIOR TO THE START LOCATION OF ALL EXISTING UTILITIES CONTRACTOR SHALL FIELD VERIFY THE EXISTING UTILITIES IN THIS AREA. WARNING FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34062.dgn10/26/202510:03:55 PMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34062.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 E=2360252.64 N=6953138.96 BEGIN 8" SS-3125C AT STA 9+01.38 SS-3125A DROP MANHOLE CONNECT TO PROP. 12" S-3125CSTA 1+00.00 S E=2360240.92 N=6953188.12 CONC. SS AT STA 17+43.43 CONNECT TO EXIST. 8" END 8" SS-3125C SEE NOTE 1 WITH CONCRETE COLLAR INSTALL 4' DIA. SS MANHOLE S-3125CSSTA 1+50.53 51.58'PROP. 8" SS-3125C TENSION DR(CONCRETE)PROP. 12" SS-3125A PROP. 12" SS-3125A (COFW-PK15A) PROP. 8" WL-1144B (COFW-PK15A) PROP. 1" WL-1144C (COFW-PK15A) PROP. 8" WL-1144D (COFW-PK15A) PROP. 16" WL-1144A (COFW-PK15A) PROP. 16" WL-1144A 20.2'DALLAS AVE(CONCRETE)15.77'9.84' EASEMENT UTILITY EXIST. 5' SPACE EASEMENT EXIST. PUBLIC OPEN SEWER EASEMENT PROP. PERM. 35' COFW FIBER EASEMENT PROP. PERM. 10' ATT WATER EASEMENT PROP. PERM. 20' COFW X-03213L-03213X-03215L-03215AMERCO REAL EST OF TX CO 6050 TENSION DR ELKINS, JACK SUBDIVISION LOT 1 UHAUL CO OF DALLAS FORT WORTH 6050 TENSION DR ANCLA INVESTMENTS INC 6011 TENSION DR JAMES & FLANAGAN ADDITION BLOCK 1R, LOT 7 TENSION EPA LLC 6000 TENSION DR TENSION INDUSTRIAL ADDITION BLOCK 1, LOT 2 1+00 585 585 590 590 595 595 600 600 605 605 610 610 615 615 620 620 625 625 FINISHED GRADE EXIST. GROUND/ SS-3125C 3+000+00 +00 2STA 1+00.00 SS-3125CCONNECT TO PROP. 8"SS-3125A DROP MANHOLEBEGIN 8" SS-3125CRIM = 615.68PROP. 8" FL = 608.51 (IN)PROP. 12" FL = 597.70 (IN)PROP. 12" FL = 597.70 (OUT)STA 1+50.53 SS-3125CINSTALL 4' DIA. SS MANHOLEWITH CONCRETE COLLARSEE NOTE 1END PROP. 8" SS-3125CCONNECT TO EXIST. 8" SS (A)RIM = 616.69EXIST. 8" FL = 610.00 (IN)PROP. 8" FL = 609.90 (OUT)51 LF 8" SDR 26 PVC SS @ 2.76% 5.67' (3.5' MIN) EXIST. 8" CONC. SS @ 2.76% 46 LF TRENCH REPAIR PER DETAIL M PER DETAIL E 9 LF TRENCH REPAIR PROP. 12" PVC SS @ 0.22% 10/28/2025 X-28726Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34063 LMH JWJ PCD LMH 10/28/2025 26 RFC 14TRENCH REPAIR A & B DETAILS UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE (UP TO 15") SANITARY SEWER TRENCH REPAIR NOT TO SCALE DETAIL A DETAIL B WITHIN BORE PIT LIMITS SANITARY SEWER TRENCH REPAIR NOT TO SCALE SECTION 33 05 10 CRUSHED ROCK PER CLEARANCE (TYP.) 12" MIN. TRENCH WALL FABRIC GEOTEXTILE TRENCH INITIAL BACKFILL 12" MAX. 6" MIN. AND BEDDING 12" MAX. 6" MIN. AND DIA.VARIABLE MOISTURE CONTENT -2% TO +5% OF OPTIMUM 95% COMPACTION NON-PAVED AREAS - ALL DEPTHS FOR - < 15' UNDER PAVEMENT FINAL BACKFILL SECTION 33 05 10 IN ACCORDANCE WITH BACKFILL MATERIAL ACCEPTABLE SURFACE RESTORATION BY OTHERS SEAL (SEE D-204) TO PROTECT END TUNNEL LINER PLATE CASING PIPE OR TO 6" ABOVE OR RECEIVING PIT LIMITS OF LAUNCH FROM BOTTOM AND SECTION 03 34 13 ACCORDANCE WITH CLSM EMBEDMENT IN DIA.VARIABLEDIA.VARIABLE MOISTURE CONTENT -2% TO +5% OF OPTIMUM 95% COMPACTION NON-PAVED AREAS - ALL DEPTHS FOR - < 15' UNDER PAVEMENT FINAL BACKFILL SECTION 33 05 10 IN ACCORDANCE WITH BACKFILL MATERIAL ACCEPTABLE SURFACE RESTORATION BY OTHERS IN ACCORDANCE WITH THE 2021 INTERNATIONAL PLUMBING CODE. 1. FOR THE PRIVATE SERVICE, PLUMBER SHALL EMBED AND BACKFILL NOTES: FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34063.dgn10/26/20251:13:44 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34063.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34064 LMH JWJ PCD LMH 10/28/2025 26 RFC 15TRENCH REPAIR C & D DETAILS UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE (UP TO 15") SANITARY SEWER TRENCH REPAIR UNDER ASHPALT ROAD NOT TO SCALE DETAIL C DETAIL D (UP TO 15") UNDER PRIVATE CONCRETE PARKING LOT SANITARY SEWER TRENCH REPAIR NOT TO SCALE SECTION 33 05 10 CRUSHED ROCK PER CLEARANCE (TYP.) 12" MIN. TRENCH WALL FABRIC GEOTEXTILE TRENCH INITIAL BACKFILL 12" MAX. 6" MIN. AND BEDDING 12" MAX. 6" MIN. AND DIA.VARIABLE MOISTURE CONTENT -2% TO +5% OF OPTIMUM 95% COMPACTION NON-PAVED AREAS - ALL DEPTHS FOR - < 15' UNDER PAVEMENT FINAL BACKFILL SECTION 33 05 10 IN ACCORDANCE WITH BACKFILL MATERIAL ACCEPTABLE SUBGRADE (IF ANY) EXISTING TREATED TACK COAT SECTION 03 34 16 FOR TRENCH REPAIR PER CONCRETE BASE MATERIAL PAVEMENT HMAC EXISTING TYPE "D" HMAC TYPE "B" OR "D" HMAC 3" 12" VARIES (TYP.) FULL DEPTH SAWCUT PART 3.6 PER SECTION 32 12 16 THICKNESS TESTING PROVIDE DENSITY AND 12" SUBGRADE UNDISTURBED 3" 8" TWO LIFTS BE PLACED IN ASPHALT TO TRENCH REPAIR LIMITS SECTION 33 05 10 CRUSHED ROCK PER CLEARANCE (TYP.) 12" MIN. TRENCH WALL FABRIC GEOTEXTILE TRENCH INITIAL BACKFILL 12" MAX. 6" MIN. AND BEDDING 12" MAX. 6" MIN. AND DIA.VARIABLE MOISTURE CONTENT -2% TO +5% OF OPTIMUM 95% COMPACTION NON-PAVED AREAS - ALL DEPTHS FOR - < 15' UNDER PAVEMENT FINAL BACKFILL SECTION 33 05 10 IN ACCORDANCE WITH BACKFILL MATERIAL ACCEPTABLE PAVEMENT CONCRETE EXISTING SUBGRADE (IF ANY) EXISTING TREATED PAVING CONCRETE CLASS 'H' SEE NOTE #2 PER SECTION 32 13 13 SHALL BE PERFORMED THICKNESS TESTING STRENGTH AND "X""X" SUBGRADE UNDISTURBED CLOSELY AS POSSIBLE AND TYPES AS EXISTING LOCATIONS JOINTING SHALL MATCH SEE NOTE #2 3.0" MIN. SEE NOTE #3SILICONE JOINT SEALANT (TYP.) CONSTRUCTION JOINT WITH (TYP.) FULL DEPTH SAWCUT TRENCH REPAIR LIMITS PLUMBING CODE. BACKFILL IN ACCORDANCE WITH THE 2021 INTERNATIONAL 6. FOR THE PRIVATE SERVICE, PLUMBER SHALL EMBED AND REPLACEMENT. RANGING FROM A MINIMUM OF 12" TO FULL PANEL 5. "X" SHALL BE PER AGREEMENT WITH PROPERTY OWNER, SPECIFICATIONS. ACCORDANCE WITH CITY OF FORT WORTH STANDARD 4. CONSTRUCTION OF PUBLIC SEWER SHALL BE IN 6" INTO EXISTING PAVEMENT AT 12" O.C. 3. USE #4X18" PREFORMED BARS, DOWEL AND EPOXYED A MIN SHALL MATCH EXISTING CONCRETE PARKING LOT PAVEMENT. 2. PROPOSED PAVEMENT THICKNESS AND REINFORCEMENT 1. BACKFILL SHALL MEET STANDARD SPECIFICATION 33 05 10. NOTES: FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34064.dgn10/26/20251:15:01 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34064.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34065 LMH JWJ PCD LMH 10/28/2025 26 RFC 16TRENCH REPAIR E & F DETAILS UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE NEAR EXIST. WATER LINE SANITARY SEWER TRENCH REPAIR AT PROP. MH NOT TO SCALE DETAIL E DETAIL F PER CY OF SAND - 160 LB OF CEMENT OF MANHOLE - 12" CSS ENCASEMENT TCEQ REQUIREMENTS: CLEARANCE (TYP.) 12" MIN. TRENCH WALL INITIAL BACKFILL 12" MAX. 6" MIN. AND BEDDING 12" MAX. 6" MIN. AND SECTION 33 05 10 ACCORDANCE WITH CSS EMBEDMENT IN VARIES BACKFILL FINAL SECTION 33 05 10 ACCORDANCE WITH CSS BACKFILL IN PER CY OF SAND - 160 LB OF CEMENT OF MANHOLE - 12" CSS ENCASEMENT TCEQ REQUIREMENTS: D010, D012, D218, & D219 CONCRETE COLLAR PER CLEARANCE (TYP.) 12" MIN. TRENCH WALL INITIAL BACKFILL 12" MAX. 6" MIN. AND BEDDING 12" MAX. 6" MIN. AND WITH SECTION 33 05 10 BACKFILL IN ACCORDANCE WITH SECTION 03 34 13 CLSM IN ACCORDANCE SURFACE RESTORATION BY OTHERS SECTION 03 34 13 ACCORDANCE WITH CLSM EMBEDMENT IN DIA.VARIABLE FOR STORM/UTILITY CROSSINGS SANITARY SEWER CLSM TRENCH REPAIR NOT TO SCALE DIA.VARIABLE VARIES BACKFILL FINAL FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34065.dgn10/26/20251:18:48 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34065.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34066 LMH JWJ PCD LMH 10/28/2025 26 RFC 17TRENCH REPAIR G, H, & I DETAILS UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE DETAIL G DETAIL I REPAIR SANITARY SERVICE TRENCH NOT TO SCALE SECTION 33 05 10 CRUSHED ROCK PER FABRIC TRENCH GEOTEXTILE DIA.VARIABLE 2" MIN. 2" MIN. MOISTURE CONTENT -2% TO +5% OF OPTIMUM 95% COMPACTION NON-PAVED AREAS - ALL DEPTHS FOR - < 15' UNDER PAVEMENT FINAL BACKFILL SECTION 33 05 10 IN ACCORDANCE WITH BACKFILL MATERIAL ACCEPTABLE SURFACE RESTORATION BY OTHERSSURFACE RESTORATION BY OTHERS MOISTURE CONTENT -2% TO +5% OF OPTIMUM 95% COMPACTION NON-PAVED AREAS - ALL DEPTHS FOR - < 15' UNDER PAVEMENT FINAL BACKFILL SECTION 33 05 10 IN ACCORDANCE WITH BACKFILL MATERIAL ACCEPTABLE WEIGHT VOLUME BASED ON LOOSE DRY - 10% CEMENT MIXTURE, EACH END NEW SEWER PIPE JOINTS, - EXTEND 12" BEYOND CENTERED ON WATER PIPE NEW SEWER PIPE - 18' MIN SEGMENT OF TCEQ REQUIREMENTS: CLEARANCE (TYP.) 12" MIN. TRENCH WALL 4" MIN. DIA.VARIABLEDIA.VARIABLE SECTION 33 05 10 ACCORDANCE WITH CSS EMBEDMENT IN WATER CROSSING SANITARY SEWER TRENCH REPAIR AT NOT TO SCALE NOT TO SCALE WITHIN BORE PIT LIMITS UNDER PRIVATE CONCRETE PARKING LOT SANITARY SEWER TRENCH REPAIR DETAIL H MOISTURE CONTENT -2% TO +5% OF OPTIMUM 95% COMPACTION NON-PAVED AREAS - ALL DEPTHS FOR - < 15' UNDER PAVEMENT FINAL BACKFILL SECTION 33 05 10 IN ACCORDANCE WITH BACKFILL MATERIAL ACCEPTABLE SEAL (SEE D-204) TO PROTECT END TUNNEL LINER PLATE CASING PIPE OR TO 6" ABOVE OR RECEIVING PIT LIMITS OF LAUNCH FROM BOTTOM AND SECTION 03 34 13 ACCORDANCE WITH CLSM EMBEDMENT IN DIA.VARIABLEDIA.VARIABLE PAVEMENT CONCRETE EXISTING SUBGRADE (IF ANY) EXISTING TREATED PAVING CONCRETE CLASS 'H' SEE NOTE #2 PER SECTION 32 13 13 SHALL BE PERFORMED THICKNESS TESTING STRENGTH AND "X""X" SUBGRADE UNDISTURBED CLOSELY AS POSSIBLE AND TYPES AS EXISTING LOCATIONS JOINTING SHALL MATCH SEE NOTE #2 3.0" MIN. SEE NOTE #3SILICONE JOINT SEALANT (TYP.) CONSTRUCTION JOINT WITH (TYP.) FULL DEPTH SAWCUT TRENCH REPAIR LIMITS 5. "X" SHALL BE PER AGREEMENT WITH PROPERTY OWNER, RANGING FROM A MINIMUM OF 12" TO FULL PANEL REPLACEMENT. 4. CONSTRUCTION OF PUBLIC SEWER SHALL BE IN ACCORDANCE WITH CITY OF FORT WORTH STANDARD SPECIFICATIONS. 3. USE #4X18" PREFORMED BARS, DOWEL AND EPOXYED A MIN 6" INTO EXISTING PAVEMENT AT 12" O.C. 2. PROPOSED PAVEMENT THICKNESS AND REINFORCEMENT SHALL MATCH EXISTING CONCRETE PARKING LOT PAVEMENT. 1. BACKFILL SHALL MEET STANDARD SPECIFICATION 33 05 10. NOTES: 6" MIN. FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34066.dgn10/26/20251:21:30 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34066.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34067 LMH JWJ PCD LMH 10/28/2025 26 RFC 18TRENCH REPAIR J, K, & L DETAILS UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE DETAIL J DETAIL L UNDER CONCRETE ROAD AT WATER CROSSING SANITARY SEWER TRENCH REPAIR NOT TO SCALE SANITARY SEWER DEEP TRENCH REPAIR NOT TO SCALE NOT TO SCALE UNDER CONCRETE ROAD SANITARY SEWER DEEP TRENCH REPAIR DETAIL K 6. FOR CONCRETE STREETS "X" SHALL EXTEND TO END OF PANEL. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT WORTH STANDARD SPECIFICATIONS. ARTERIAL AND INDUSTRIAL STREETS. 4. FOR RESIDENTIAL STREETS, USE #4X18" PREFORMED BARS, DOWEL AND EPOXYED A MIN 6" INTO EXISTING PAVEMENT AT 18" O.C. (TYP), AND 12" O.C. FOR 3. REINFORCED CONCRETE PAVEMENT SHALL BE REPLACED TO A MINIMUM DEPTH OF 9" FOR RESIDENTIAL STREETS OR 11" FOR ARTERIAL AND INDUSTRIAL STREETS. 2. FOR RESIDENTIAL STREET USE #4 BARS AT 18" O.C.E.W. AND 12" O.C.E.W. FOR ARTERIALS AND INDUSTRIAL STREETS. SPECIFICATION 33 05 10. 1. FLOWABLE FILL IS REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS, AND OPTIONAL IN OTHER AREAS. BACKFILL SHALL MEET STANDARD NOTES: SECTION 33 05 10 CRUSHED ROCK PER CLEARANCE (TYP.) 12" MIN. TRENCH WALL FABRIC GEOTEXTILE TRENCH INITIAL BACKFILL 12" MAX. 6" MIN. AND BEDDING 12" MAX. 6" MIN. AND DIA.VARIABLE SECTION 33 05 10 CRUSHED ROCK PER CLEARANCE (TYP.) 12" MIN. TRENCH WALL FABRIC GEOTEXTILE TRENCH INITIAL BACKFILL 12" MAX. 6" MIN. AND BEDDING 12" MAX. 6" MIN. AND DIA.VARIABLE GREATER THAN 15' DEEP FINAL BACKFILL DEPTH BACKFILL FOR TOTAL NOTE: CONTENT MOISTURE OPTIMUM -2% TO +5% OF 98% COMPACTION MOISTURE CONTENT -2% TO +5% OF OPTIMUM 95% COMPACTION WITH SECTION 33 05 10 MATERIAL IN ACCORDANCE ACCEPTABLE BACKFILL SECTION 33 05 10 ACCORDANCE WITH SELECT BACKFILL IN BACKFILL WITH CSS OR VARIES BACKFILL FINAL 15' BACKFILL FINAL CONTENT MOISTURE OPTIMUM -2% TO +5% OF 98% COMPACTION MOISTURE CONTENT -2% TO +5% OF OPTIMUM 95% COMPACTION WITH SECTION 33 05 10 MATERIAL IN ACCORDANCE ACCEPTABLE BACKFILL SECTION 33 05 10 ACCORDANCE WITH SELECT BACKFILL IN BACKFILL WITH CSS OR VARIES BACKFILL FINAL 15' BACKFILL FINAL SURFACE RESTORATION BY OTHERS PAVEMENT CONCRETE EXISTING SUBGRADE (IF ANY) EXISTING TREATED DESIGNATED ON DRAWINGS 13 13 OR 'HES' IF PAVING PER SECTION 32 CLASS 'H' CONCRETE SEE NOTE #3 PER SECTION 32 13 13 SHALL BE PERFORMED THICKNESS TESTING STRENGTH AND "X""X" SUBGRADE UNDISTURBED CLOSELY AS POSSIBLE AND TYPES AS EXISTING LOCATIONS JOINTING SHALL MATCH SEE NOTE #2 3.0" MIN. SEE NOTE #4 PER 32 13 13-D518 (TYP.) SILICONE JOINT SEALANT CONSTRUCTION JOINT WITH (TYP.) FULL DEPTH SAWCUT TRENCH REPAIR LIMITS WEIGHT VOLUME BASED ON LOOSE DRY - 10% CEMENT MIXTURE, EACH END NEW SEWER PIPE JOINTS, - EXTEND 12" BEYOND CENTERED ON WATER PIPE NEW SEWER PIPE - 18' MIN SEGMENT OF TCEQ REQUIREMENTS: CLEARANCE (TYP.) 12" MIN. TRENCH WALL INITIAL BACKFILL 12" MAX. 6" MIN. AND BEDDING 12" MAX. 6" MIN. AND DIA.VARIABLEDIA.VARIABLE SECTION 33 05 10 ACCORDANCE WITH CSS EMBEDMENT IN MOISTURE CONTENT -2% TO +5% OF OPTIMUM 95% COMPACTION NON-PAVED AREAS - ALL DEPTHS FOR - < 15' UNDER PAVEMENT FINAL BACKFILL SECTION 33 05 10 IN ACCORDANCE WITH BACKFILL MATERIAL ACCEPTABLE PAVEMENT CONCRETE EXISTING SUBGRADE (IF ANY) EXISTING TREATED DESIGNATED ON DRAWINGS 13 13 OR 'HES' IF PAVING PER SECTION 32 CLASS 'H' CONCRETE SEE NOTE #3 PER SECTION 32 13 13 SHALL BE PERFORMED THICKNESS TESTING STRENGTH AND "X""X" SUBGRADE UNDISTURBED CLOSELY AS POSSIBLE AND TYPES AS EXISTING LOCATIONS JOINTING SHALL MATCH SEE NOTE #2 3.0" MIN. SEE NOTE #4 PER 32 13 13-D518 (TYP.) SILICONE JOINT SEALANT CONSTRUCTION JOINT WITH (TYP.) FULL DEPTH SAWCUT TRENCH REPAIR LIMITS FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34067.dgn10/26/20251:23:04 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34067.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34068 LMH JWJ PCD LMH 10/28/2025 26 RFC 19TRENCH REPAIR M DETAILS UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE DETAIL M (UP TO 15") UNDER CONCRETE ROAD SANITARY SEWER TRENCH REPAIR NOT TO SCALE SECTION 33 05 10 CRUSHED ROCK PER CLEARANCE (TYP.) 12" MIN. TRENCH WALL FABRIC GEOTEXTILE TRENCH INITIAL BACKFILL 12" MAX. 6" MIN. AND BEDDING 12" MAX. 6" MIN. AND DIA.VARIABLE MOISTURE CONTENT -2% TO +5% OF OPTIMUM 95% COMPACTION NON-PAVED AREAS - ALL DEPTHS FOR - < 15' UNDER PAVEMENT FINAL BACKFILL SECTION 33 05 10 IN ACCORDANCE WITH BACKFILL MATERIAL ACCEPTABLE "X""X" 3.0" MIN. TRENCH REPAIR LIMITS DESIGNATED ON DRAWINGS 13 13 OR 'HES' IF PAVING PER SECTION 32 CLASS 'H' CONCRETE CLOSELY AS POSSIBLE AND TYPES AS EXISTING LOCATIONS JOINTING SHALL MATCH SEE NOTE #2 SUBGRADE (IF ANY) EXISTING TREATED PER 32 13 13-D518 (TYP.) SILICONE JOINT SEALANT CONSTRUCTION JOINT WITH PER SECTION 32 13 13 SHALL BE PERFORMED THICKNESS TESTING STRENGTH AND SUBGRADE UNDISTURBED PAVEMENT CONCRETE EXISTING SEE NOTE #4 (TYP.) FULL DEPTH SAWCUT SEE NOTE #3 6. FOR CONCRETE STREETS, "X" SHALL EXTEND TO END OF PANEL. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT WORTH STANDARD SPECIFICATIONS. EXISTING PAVEMENT AT 18" O.C. (TYP), AND 12" O.C. FOR ARTERIAL AND INDUSTRIAL STREETS. 4. FOR RESIDENTIAL STREETS, USE #4X18" PREFORMED BARS, DOWEL AND EPOXYED A MIN 6" INTO RESIDENTIAL STREETS OR 11" FOR ARTERIAL AND INDUSTRIAL STREETS. 3. REINFORCED CONCRETE PAVEMENT SHALL BE REPLACED TO A MINIMUM DEPTH OF 9" FOR INDUSTRIAL STREETS. 2. FOR RESIDENTIAL STREET USE #4 BARS AT 18" O.C.E.W. AND 12" O.C.E.W. FOR ARTERIALS AND OTHER AREAS. BACKFILL SHALL MEET STANDARD SPECIFICATION 33 05 10. 1. FLOWABLE FILL IS REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS, AND OPTIONAL IN NOTES: FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34068.dgn10/26/20251:24:54 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34068.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34069 LMH JWJ PCD LMH 10/28/2025 26 RFC 20D006 & D007 DETAILS UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34069.dgn10/26/20251:27:03 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34069.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34070 LMH JWJ PCD LMH 10/28/2025 26 RFC 21D010 & D012 DETAILS UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34070.dgn10/26/20251:30:35 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34070.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34071 LMH JWJ PCD LMH 10/28/2025 26 RFC 22D016 & D203 DETAILS UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34071.dgn10/26/20251:32:49 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34071.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34072 LMH JWJ PCD LMH 10/28/2025 26 RFC 23D208 & D204 DETAILS UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34072.dgn10/26/20251:35:29 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34072.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34073 LMH JWJ PCD LMH 10/28/2025 26 RFC 24D218 & D214 DETAILS UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34073.dgn10/26/20251:43:45 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34073.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34074 LMH JWJ PCD LMH 10/28/2025 26 RFC 25D219 & D534 DETAILS UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34074.dgn10/26/20251:46:05 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34074.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 S00-UT-34075 LMH JWJ PCD LMH 10/28/2025 26 RFC 26D209 & D527 DETAILS UTILITIES 10/28/2025 RELEASED FOR CONSTRUCTION 0 103562 LEAH M. HODGE FED.RD. DIV.NO. STATE JOB COUNTYDISTRICT CONTROL SECTION SHEET NO. NO. File Name: Sheet: NO.DESCRIPTION ISSUE RECORD 2025 DATE DRAWN CHECKED APPROVED DESIGNED HIGHWAYFEDERAL AID PROJECT NO. Status: Date: OFFILE:DATE:c:\users\ah4316\appdata\local\bentley\projectwise\workingdir\kiewit-us-pw.bentley.com_kiewit-us-pw-01\d0965000\SEC-S00-15-UT-34075.dgn10/26/20251:50:11 AMI-820F-2022(675)SOUTHEAST CONNECTOR PROJECT 6 0008 13 125, etc TARRANTTEXASFT. WORTH SEC-S00-15-UT-34075.dgn NEEDS SPC CONSTRUCTION PROFE S SO AL NGNE ERE STATEOFTEXA S N LI CENSED RELEASE FOR TBPELS ENGINEERING FIRM #312 X-2872610/28/2025 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Page 1 of 1 Utility Adjustment Agreement Section 6. Cost Estimates SEC-U-0520-17 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Total Construction Cost $2,271,688.00 Total Indirect Costs to SPC $841,313.98 Total Indirect Costs to City of Fort Worth $171,420.00 Easement Costs $413,190.00 Total Cost for Utility Relocation $3,697,611.98 Salvage Value $1.00 Estimated Amount to Ultimately be Paid by SPC $3,697,610.98 Estimated Amount to Ultimately be Paid by City of Fort Worth $0.00 Eligibility Ratio 100% City of Fort Worth (Relocations 1144 & 3125) Eligibility Ratio of 100% Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Southeast Connector Project South-Point Constructors, J.V.Utility Owner: Utility Adjustment Cost Estimate U-Number: Utility Type: Eligibility Ratio: Date Prepared:12/4/2025 Prepared By:Nick Bjergo Relocation ID Line Item Buy America Description Unit Unit Price Quantity Cost 1 8" PVC (Open Cut)LF 575.00$ 396 227,700.00$ 2 16" PVC (Open Cut)LF 670.00$ 691 462,970.00$ 3 X 16" DIP (Open Cut)LF 680.00$ 31 21,080.00$ 4 X 16" DIP in 30" Steel Casing (Bore)LF 1,330.00$ 175 232,750.00$ 5 1" Water Service LF 10.00$ 246 2,460.00$ 6 6" PVC LF 560.00$ 5 2,800.00$ 7 X 6" Gate Valve EA 3,000.00$ 1 3,000.00$ 8 X 8" Gate Valve EA 3,900.00$ 2 7,800.00$ 9 X 16" Gate Valve EA 35,000.00$ 3 105,000.00$ 10 X Install FH Assembly EA 10,000.00$ 1 10,000.00$ 11 Install 1" Water Service EA 8,500.00$ 1 8,500.00$ 12 X 2" Potable Air Valve EA 25,000.00$ 1 25,000.00$ 13 Flush Mounted Cased Test Station EA 3,500.00$ 2 7,000.00$ 14 8" Pressure Plug EA 1,000.00$ 1 1,000.00$ 15 Above Ground Marker EA 150.00$ 9 1,350.00$ 16 Connect to EX 8" Fire Line EA 8,200.00$ 1 8,200.00$ 17 Connect to EX 16" WL EA 15,000.00$ 2 30,000.00$ 18 Cut / Plug 16" WL EA 5,000.00$ 2 10,000.00$ 19 Abandon EX 6" WL LF 18.00$ 23 414.00$ 20 Abandon EX 8" WL LF 24.00$ 40 960.00$ 21 Abandon EX 16" WL LF 58.00$ 675 39,150.00$ 22 Rem/Salvage 6" GV EA 900.00$ 1 900.00$ 23 Rem/Salvage 8" GV EA 900.00$ 2 1,800.00$ 24 Rem/Salvage 16" GV EA 1,500.00$ 2 3,000.00$ 25 Rem/Salvage WM EA 400.00$ 1 400.00$ 26 Rem/Salvage FH EA 1,000.00$ 1 1,000.00$ 27 Concrete Removals SY 30.00$ 481 14,430.00$ 28 Potholing EA 1.00$ 36427 36,427.00$ 29 Mobilization EA 1.00$ 63255 63,255.00$ RELOCATION CONSTRUCTION SUBTOTAL SUBTOTALS:1,328,346.00$ DB CONTRACTOR CONSTRUCTION SUBTOTAL 1,328,346.00$ DB CONTRACTOR PROFESSIONAL SERVICES 1 DESIGN AND AS-BUILTS WATER (HALFF)LF 54.61$ 1,539 84,044.79$ 2 DB CONTRACTOR RELOCATION RELATED COST*%27.9%1,412,390.79$ 394,057.03$ DB CONTRACTOR PROFESSIONAL SERVICES SUBTOTAL SUBTOTALS:478,101.82$ EASEMENT COSTS 1 PARCEL 561 - Easement Costs SF 15.00$ 4303.00 64,545.00$ 2 PARCEL 559 - Easement Costs SF 15.00$ 5642.00 84,630.00$ 3 PARCEL 559-A - Easement Costs SF 15.00$ 1471.00 22,065.00$ EASEMENT COSTS SUBTOTAL SUBTOTALS:171,240.00$ OWNER PROFESSIONAL SERVICES 1 UTILITY OWNER PLAN REVIEW HRS $320 80 $25,600.00 2 UTILITY OWNER UPRR PERMIT COSTS (PACKAGE 15A)EA $8,110 1 $8,110.00 3 UTILITY OWNER INSPECTION HRS $320 125 $40,000.00 4 UTILITY OWNER POST-RELO & FINAL GRADE ADJUSTMENT HRS $320 40 $12,800.00 OWNER PROFESSIONAL SERVICES SUBTOTAL SUBTOTALS:$86,510.00 NOTES SECTION Grand Total: 2,064,197.82$ * "DB Contractor Relocation Related Cost" subtotal is a percentage of the sum of construction subtotal plus design Less Salvage Credit:1.00$ Less Betterment -$ Adjusted Grand Total: 2,064,196.82$ Elig. Ratio (% SPC Pays)100.00% SPC Subtotal:2,064,196.82$ Utility Owner Subtotal:-$ 1144 100% Fort Worth SEC-U-0520-17 Relocation ID's 1144 Water Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Southeast Connector Project South-Point Constructors, J.V.Utility Owner: Utility Adjustment Cost Estimate U-Number: Utility Type: Eligibility Ratio: Date Prepared:10/24/2025 Prepared By:Nick Bjergo Relocation ID Line Item Buy America Description Unit Unit Price Quantity Cost 1 8" SDR 26 PVC (Open Cut)LF 285.00$ 386 110,010.00$ 2 10" SDR 26 PVC (Open Cut)LF 305.00$ 53 16,165.00$ 3 12" SDR 26 PVC (Open Cut)LF 350.00$ 626 219,100.00$ 4 12" C900 DR25 (Open Cut)LF 350.00$ 192 67,200.00$ 5 X 12" SDR 26 PVC with 24" Steel Casing (Bore)LF 1,200.00$ 175 210,000.00$ 6 X 4' DIA SSMH EA 15,300.00$ 10 153,000.00$ 7 X 4' DIA Drop SSMH EA 17,500.00$ 1 17,500.00$ 8 Epoxy Liner VF 500.00$ 55 27,500.00$ 9 Connect to EX SS Service EA 6,000.00$ 2 12,000.00$ 10 Above Ground Marker EA 500.00$ 4 2,000.00$ 11 Cut/Plug EX 8"EA 2,000.00$ 2 4,000.00$ 12 Cut/Plug EX 10"EA 2,000.00$ 2 4,000.00$ 13 Abandon 8" SS LF 24.00$ 191 4,584.00$ 14 Abandon 10" SS LF 32.00$ 680 21,760.00$ 15 Abandon Ex MH EA 4,000.00$ 2 8,000.00$ 16 Rem/Salvage F&C EA 1,000.00$ 2 2,000.00$ 17 Pre-CCTV EX SS LF 3.00$ 871 2,613.00$ 18 Potholing LS 1.00$ 22790 22,790.00$ 19 Mobilization LS 1.00$ 39120 39,120.00$ RELOCATION CONSTRUCTION SUBTOTAL SUBTOTALS:943,342.00$ DB CONTRACTOR CONSTRUCTION SUBTOTAL 943,342.00$ DB CONTRACTOR PROFESSIONAL SERVICES 1 DESIGN AND AS-BUILTS WATER (HALFF)LF 54.61$ 1,432 78,201.52$ 2 DB CONTRACTOR RELOCATION RELATED COST*%27.9%1,021,543.52$ 285,010.64$ DB CONTRACTOR PROFESSIONAL SERVICES SUBTOTAL SUBTOTALS:363,212.16$ EASEMENT COSTS 1 PARCEL 561 - Easement Costs SF 15.00$ 3738.00 56,070.00$ 2 PARCEL 559 - Easement Costs SF 15.00$ 9429.00 141,435.00$ 3 PARCEL 559-A - Easement Costs SF 15.00$ 2963.00 44,445.00$ EASEMENT COSTS SUBTOTAL SUBTOTALS:241,950.00$ OWNER PROFESSIONAL SERVICES 1 UTILITY OWNER PLAN REVIEW HRS $320 75 $24,000.00 2 UTILITY OWNER UPRR PERMIT COSTS (PACKAGE 15B)EA $8,110 1 $8,110.00 3 UTILITY OWNER INSPECTION HRS $320 125 $40,000.00 4 UTILITY OWNER POST-RELO & FINAL GRADE ADJUSTMENT HRS $320 40 $12,800.00 OWNER PROFESSIONAL SERVICES SUBTOTAL SUBTOTALS:$84,910.00 NOTES SECTION Grand Total: 1,633,414.16$ * "DB Contractor Relocation Related Cost" subtotal is a percentage of the sum of construction subtotal plus design Less Salvage Credit:-$ Less Betterment -$ Adjusted Grand Total: 1,633,414.16$ Elig. Ratio (% SPC Pays)100.00% SPC Subtotal:1,633,414.16$ Utility Owner Subtotal:-$ 3125 100% Fort Worth SEC-U-0520-17 Relocation ID's 3125 Sewer Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Page 1 of 1 Utility Adjustment Agreement Section 7. TxDOT U-48 Form SEC-U-0520-17 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Page 1 of 1 Utility Adjustment Agreement TxDOT U-48 Form N/A SEC-U-0520-17 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Page 1 of 1 Utility Adjustment Agreement Section 8. Utility Joint Use Agreement Form SEC-U-0520-17 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Page 1 of 1 Utility Adjustment Agreement Utility Joint Use Agreement Form N/A SEC-U-0520-17 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Page 1 of 1 Utility Adjustment Agreement Section 9. Affidavit of Property Interests SEC-U-0520-17 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Page 1 of 1 Utility Adjustment Agreement Affidavit of Property Interests N/A SEC-U-0520-17 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Page 1 of 1 Utility Adjustment Agreement Section 10. Utility No Conflict Sign-off Forms SEC-U-0520-17 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Texas Department of Transportation Form DB-ROW-USO-UM REV 07/2018 Page 1 of 1 This form must be completed/signed and included in each Utility Assembly submitted to the Texas Department of Transportation. Texas of Transportation Department DB Contractor’s Utility Manager Utility No Conflict Sign-Off Form Utility Manager: Matt Ceresa Date plans received: 11/25/25, 10/28/25 Utility Company: City of Fort Worth Assembly “U” number: SEC-U-0520-17 Type of Utilities: Water & Wastewater Date on Utility’s plans: 11/25/25, 10/28/25 No. of sheets in Utility’s plans: 31, 26 I, Matt Ceresa, DB Contractor-Authorized Representative On Behalf of the Utility Manager (UM) working on behalf of the DB Contractor (South-Point Constructors, a Joint Venture) certify that a review of the above referenced Utility Plans concerning the proposed highway improvements on the Southeast Connector Project has been completed and have not identified any conflicts between the Utility’s proposed relocation and any existing and/or proposed Utilities. The proposed Utility Plans conform to Title 43 of the Texas Administrative Code, Section 21.31 – 21.56 of the Utility Accommodation Rules. Check box if any areas of concern and insert comments below: Utility Manager: (UM) ________________________________ ___________________________ Date Matt Ceresa______________________ Utility Design Coordinator: (UDC) ________________________________ ___________________________ Date Jeffrey Hunter, P.E.________________ Utility Coordination Firm: CSJ Engineering Associates, LLC Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 12/29/2025 01/05/2026 Texas Department of Transportation Form DB-ROW-U-USO-UDC REV 07/2018 Page 1 of 1 This form must be completed/signed and included in each Utility Assembly submitted to the Texas Department of Transportation. Texas of Transportation Department DB Contractor’s Utility Design Coordinator Utility No Conflict Sign-Off Form Utility Design Coordinator: Jeffrey Hunter, P.E. Date plans received: 11/25/25, 10/28/25 Utility Company: City of Fort Worth Assembly “U” number: SEC-U-0520-17 Type of Utilities: Water & Wastewater Date on Utility’s plans: 11/25/25, 10/28/25 No. of sheets in Utility’s plans: 31, 26 I, Jeffrey Hunter, P.E., the Utility Design Coordinator (UDC) on behalf of the DB Contractor (South-Point Constructors, a Joint Venture) certify that a review of the above referenced Utility Plans concerning the proposed highway improvements on the Southeast Connector Project has been completed and have not identified any conflicts between the Utility’s proposed relocation and any design features. Design features include but are not limited to pavement structures, drainage facilities, bridges, retaining walls, traffic signals, illumination, signs, foundations, duct/conduit, ground boxes, erosion control facilities, water quality facilities and other DB Contractor-Managed Utilities. Any design changes to the Southeast Connector Project after the signing of this form will be coordinated through the DB Contractor’s Utility Manager and the affected Utility Owner. Check box if any areas of concern and insert comments below: Utility Design Coordinator: (UDC) ________________________________ ___________________________ Date Jeffrey Hunter, P.E.___________ Utility Coordination Firm: CSJ Engineering Associates, LLC Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 12/29/2025 Page 1 of 1 Utility Adjustment Agreement Section 11. Abandonment Letter SEC-U-0520-17 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Attn: Mr. David M. Salazar, P.E. From: Chris Harder, P.E. Date: Subject: City of Fort Worth Water & Wastewater Facility Abandonment (See P&P Sheets) Relocation IDs 1144 [X-15340], 3125 [X-18909, X-03213] Dear Mr. Salazar, The City of Fort Worth (the “City”) recommends that portions of the water and wastewater lines not being removed according to the plans be abandoned in place. During the utility relocation process, the permanent vacated facilities to remain and be abandoned in place shall be capped and filled with a minimum of 100 psi grout. Abandoned facilities conflicting with roadway construction shall be removed by others during the construction and excavation stages. Final Record Drawings and Pipe Reports will show removal and abandonment linear footages for this relocation. The City proposes to abandon in place and grout approximately 675 linear feet of existing 16” CI water line (Relocation ID 1144, X-15340) and approximately 40 linear feet of existing 8” PVC water line (Relocation ID 1144, X-15340). The 16” CI water line (Relocation ID 1144) will be abandoned in place where it crosses the UPRR ROW from south/north on the west side of IH820 from approximately IH820 FR Station 509+33 to approximately IH820 FR Station 511+54, then proceeding north/northwest up to Tension Drive from approximately IH820 FR Station 511+54 to approximately IH820 FR Station 516+21, and the 8” PVC water line (Relocation ID 1144) will be abandoned in place where it runs east/west along the west side of IH820 in between the UPRR ROW and Tension Drive at approximately IH820 FR Station 512+85. The 16” CI and 8” PVC water pipes (Relocation ID 1144) are 65 years old. The City proposes to abandon in place and grout approximately 680 linear feet of existing 10” VC/CI wastewater line (Relocation ID 3125, X-18909), approximately 191 linear feet of existing 8” Concrete wastewater line (Relocation ID 3125, X-03213), and abandon in place and fill with CLSM one manhole located on the west side of IH820 just south of Tension Drive at approximately IH820 FR Station 515+31. The 10” VC/CI wastewater line (Relocation ID 3125) will be abandoned in place where it crosses the UPRR ROW from south/north on the west side of IH820 from approximately IH820 FR Station 509+16 to approximately IH820 FR Station 511+54, then proceeding north/northwest up to Tension Drive from approximately IH820 FR Station 511+54 to Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 01/21/2026 approximately IH820 FR Station 516+11, and the 8” Concrete wastewater line (Relocation ID 3125) will be abandoned in place on the west side of IH820 where it runs east/west along the north side of Tension Drive at approximately IH820 FR Station 516+11. The 10” VC/CI wastewater pipe (Relocation ID 3125) is 65 years old, and the 8” Concrete wastewater line (Relocation 3125) is 77 years old. The abandonment exhibit for these relocations is included in the associated plan sets as sheet S00- UT-34005 (Package 15A) and sheet S00-UT-34055 (Package 15B). The existing lines identified above are located in public easements or public rights of way. The lines to be abandoned will be identified on the right of way maps with the limits of abandonment shown. This abandonment shall not be construed as a change in ownership of the facilities. The City will be responsible for maintaining abandonment facility records (unless ownership is transferred to another entity for use as casing pipe), offset from property lines, coordinates, and the type, quantity, and size of abandoned material. The City certifies that this abandonment conforms with all requirements of rule 21.39 of the UAR and all current federal, state, and local laws and codes, or industry standards, whichever is more stringent. There is no hazardous material associated with this proposed abandonment. If in the future, a utility company requests a transfer of ownership of a facility described above from the City to be used as a casing for its facilities and the City agrees to transfer ownership, that permission will require concurrence of TxDOT and South-Point Constructors, a Joint Venture (SPC). Signed Date Chris Harder, P.E. Director, Water Department City of Fort Worth Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 01/21/2026 Page 1 of 1 Utility Adjustment Agreement Section 12. Quitclaim Deed SEC-U-0520-17 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Page 1 of 1 Utility Adjustment Agreement Quitclaim Deed N/A SEC-U-0520-17 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Page 1 of 1 Utility Adjustment Agreement Section 13. ROW Maps SEC-U-0520-17 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 STA 509+63 TO 515+90 RELOCATION 1144 PROPOSED FORT WORTH TO BE ABANDONED EXISTING FORT WORTH13.3'ROWOUTSIDE20.0' Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 STA 509+63 TO 515+90 RELOCATION 1144 PROPOSED FORT WORTH TO BE ABANDONED EXISTING FORT WORTH 7.1' 8.7' PRIVATE LINES ROWOUTSI DE27.7' ROWOUTSIDE9.6' Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 STA 509+59 TO 516+14 RELOCATION 3125 PROPOSED FORT WORTH TO BE ABANDONED EXISTING FORT WORTH4.5'ROWOUTSIDE37.5' Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 STA 509+59 TO 516+14 RELOCATION 3125 PROPOSED FORT WORTH TO BE ABANDONED EXISTING FORT WORTH 27.2' 20.1'ROWOUTSI DE22.2'ROWOUTSI DE3.6' Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Page 1 of 1 Utility Adjustment Agreement Section 14. Utility Installation Request SEC-U-0520-17 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Date:12-05-2025 Application/Permit No.:00002/20251203/428521/599295/UP District:Fort Worth UTILITY PERMIT APPROVAL TO:Kasavich John City of Fort Worth 200 Texas St 200 Texas Street Fort Worth,76102 Highway Control Section Maintenance Section County 1095477: From milepost 0.58 To milepost 0.588 OB66-28 South Tarrant Tarrant IH0820-A: From mi lepost 0.58 To mi lepost 0.588 OB66-28 South Tarrant Tarrant IH0820-B: From mi lepost 0.58 To mi lepost 0.588 OB66-28 South Tarrant Tarrant IH0820-CN: From mi lepost 0.58 To mi lepost 0.588 OB66-28 South Tarrant Tarrant IH0820-K: From mi lepost 0.58 To mi lepost 0.588 OB66-28 South Tarrant Tarrant IH0820-L: From mi lepost 0.58 To mi lepost 0.588 OB66-28 South Tarrant Tarrant IH0820-R: From mi lepost 0.58 To mi lepost 0.588 OB66-28 South Tarrant Tarrant IH0820-X: From mi lepost 0.58 To mi lepost 0.588 OB66-28 South Tarrant Tarrant Schedule D ates: from 06/20/2026 to 08/31/2026 TxDOT offers no objecti on to the locati on on the right-of-way of your proposed utility installation, as described by Notice of Proposed Utili ty Installati on No. 00002/20251203/428521/599295/UP dated 12/04/2025 and accompanying documentation, except as noted below. Special Provisions: You are required to noti fy TxDOT 48 hours (2 business days) before you start construction to allow for proper inspection and coordinati on of workdays and traffi c control plans. Use the RULIS website for the 48-hour notification. DO NOT start construction unti l you have coordi nated the construction start date and inspection with TxDOT. You are also required to keep a copy of this Approval and any approved amendments at the job site. When installi ng utili ty li nes on controlled-access highways, access for serving this installation shall be limited to access via (a) frontage roads where provided, (b) nearby or adjacent public roads or streets, (c) trails along or near the highway right- of-way lines, connecti ng only to intersecti ng roads; from any one or all of which entry may be made to the outer portion of the highway ri ght-of-way for routine service and maintenance operations. The Installation Owner's rights of access to the through-traffic roadways and ramps shall be subject to the same rules and regulations as that apply to the general public except, however, if an emergency occurs and usual means of access for routine service operations will not permit the immediate acti on requi red by the Utili ty Installation Owner in making emergency repairs as required for the safety and welfare of the publi c, the Uti lity Owners shall have a temporary right of access to and from the through-traffic roadways and ramps as necessary to accomplish the required emergency repairs, provided TxDOT is immediately notified by the Utility Installati on Owner when such repai rs are i ni tiated and adequate provision is made by the Utility Installation Owner for the conveni ence and safety of hi ghway traffi c. The installation shall not damage any part of the highway, and adequate provisions must be made to cause minimum inconveni ences to traffic and adjacent property owners. If the Utility Installation Owner fails to comply with any or all the requi rements as set forth herein, the State may take such action as it deems appropriate to compel compliance. SME ATTACHMENTS: Utili ty Permit Approval - Permit number: 00002/20251203/428521/599295/UP D ate of Approval: 12-05-2025 1/2 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Included attachments: Utili ty Permit Approval - Permit number: 00002/20251203/428521/599295/UP D ate of Approval: 12-05-2025 2/2 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Date:11-07-2025 Application/Permit No.:00002/20251103/424612/589014/UP District:Fort Worth UTILITY PERMIT APPROVAL TO:Kasavich John City of Fort Worth 200 Texas St 200 Texas Street Fort Worth,76102 Highway Control Section Maintenance Section County 1095477: From milepost 0.58 To milepost 0.588 OB66-28 South Tarrant Tarrant IH0820-A: From mi lepost 0.58 To mi lepost 0.588 OB66-28 South Tarrant Tarrant IH0820-B: From mi lepost 0.58 To mi lepost 0.588 OB66-28 South Tarrant Tarrant IH0820-CN: From mi lepost 0.58 To mi lepost 0.588 OB66-28 South Tarrant Tarrant IH0820-K: From mi lepost 0.58 To mi lepost 0.588 OB66-28 South Tarrant Tarrant IH0820-L: From mi lepost 0.58 To mi lepost 0.588 OB66-28 South Tarrant Tarrant IH0820-R: From mi lepost 0.58 To mi lepost 0.588 OB66-28 South Tarrant Tarrant IH0820-X: From mi lepost 0.58 To mi lepost 0.588 OB66-28 South Tarrant Tarrant Schedule D ates: from 04/01/2026 to 06/15/2026 TxDOT offers no objecti on to the locati on on the right-of-way of your proposed utility installation, as described by Notice of Proposed Utili ty Installati on No. 00002/20251103/424612/589014/UP dated 11/06/2025 and accompanying documentation, except as noted below. Special Provisions: You are required to noti fy TxDOT 48 hours (2 business days) before you start construction to allow for proper inspection and coordinati on of workdays and traffi c control plans. Use the RULIS website for the 48-hour notification. DO NOT start construction unti l you have coordi nated the construction start date and inspection with TxDOT. You are also required to keep a copy of this Approval and any approved amendments at the job site. When installi ng utili ty li nes on controlled-access highways, access for serving this installation shall be limited to access via (a) frontage roads where provided, (b) nearby or adjacent public roads or streets, (c) trails along or near the highway right- of-way lines, connecti ng only to intersecti ng roads; from any one or all of which entry may be made to the outer portion of the highway ri ght-of-way for routine service and maintenance operations. The Installation Owner's rights of access to the through-traffic roadways and ramps shall be subject to the same rules and regulations as that apply to the general public except, however, if an emergency occurs and usual means of access for routine service operations will not permit the immediate acti on requi red by the Utili ty Installation Owner in making emergency repairs as required for the safety and welfare of the publi c, the Uti lity Owners shall have a temporary right of access to and from the through-traffic roadways and ramps as necessary to accomplish the required emergency repairs, provided TxDOT is immediately notified by the Utility Installati on Owner when such repai rs are i ni tiated and adequate provision is made by the Utility Installation Owner for the conveni ence and safety of hi ghway traffi c. The installation shall not damage any part of the highway, and adequate provisions must be made to cause minimum inconveni ences to traffic and adjacent property owners. If the Utility Installation Owner fails to comply with any or all the requi rements as set forth herein, the State may take such action as it deems appropriate to compel compliance. SME ATTACHMENTS: Utili ty Permit Approval - Permit number: 00002/20251103/424612/589014/UP D ate of Approval: 11-07-2025 1/2 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Included attachments: Utili ty Permit Approval - Permit number: 00002/20251103/424612/589014/UP D ate of Approval: 11-07-2025 2/2 Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231 Page 1 of 1 Utility Adjustment Agreement Section 15. RFC Plans SEC-U-0520-17 (To Be Inserted By SPC After Assembly Is Fully Executed) Docusign Envelope ID: 0E330D26-33B6-4FF1-9D2E-34833BA3F231