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HomeMy WebLinkAboutContract 62182Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTH A POINT CONSTRUCTORS Southeast Connector Project DB CONTRACTOR -MANAGED UTILITY ASSEMBLY: SEC-U-0520-11 Texas Department of Transportation CSC No. 62182 Relocation ID #'s: 1115, 1116, 1117, 1118, 1121, 1128 & 3112 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 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B DOCUMENTATION OF REQUIRED INTERNAL APPROVALS [Signed by: , Ail'% 1660905AF72C4F3... Tom Grim Signed by:n, n �aox�a�naann� Kevin McMinniman Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B UAAA-11— SEC-U-0520-11 CSJ: R-0008-13-242; C-0008-13-125 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 requ' tlbY: �bU,ln, �°. �.ScutitGlt. John R. Kasavich. P.E. / 7RRFRRI RQ RfidFF Title: Engineering Manager Email: john.kasavich@fortworthtexas.gov APPROYAI,A�CO/M.MENDED: BY: [L"� 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 APP V;WdA$ TO FORM AND LEGALITY: obLA1 6A& BY. t�R['SRC'AQfifiRdR7 Douglas W. Black Senior Assistant City Attorney Email: douglas.black@fortworthtexas.gov ATT Ae5, �rreA]TY MANAGER SIGNATURE: ag4FOR �MJI/AJc,l l c. BY: rE2Eze7nes9rAAF Jannette S. Goodall°aa4IlEXpS�q City Secretary noaa44 Email: Jannette.Goodall@fortworthtexas.gov Name of Employee/Signature OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTH:POINT CONSTRUCTORS Utility Adi ustment Agreement Section 1. Transmittal Memo SEC-U-0520-11 Page 1 of 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTHYPOINT CONSTRUCTORS UTILITY ASSEMBLY TRANSMITTAL MEMORANDUM 10/14/2024 Mr. David M. Salazar, P.E. District Engineer Fort Worth District 2501 S W Loop 820 Fort Worth, Texas 76133 Utility Assembly No.: SEC-U-0520-11 RE: Transmittal Memo: Utility Adjustment Assembly, SEC-U-0520-11, City of Fort Worth, Water and Wastewater, CSJ-R-0008-13-242; CSJ-C-0008-13-125, Limits from Forest Hill Drive to Little Road on IH2O, from IH2O 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-0520-11, 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 # 1115 (Utility ID # 11021): One 12" Cl water line crossing IH820 at Meadowbrook Drive at approximately BL Station 561+72. Relocation ID # 1116 (Utility ID #'s 11022 & 11069): One 12" Cl water line on the east side of IH820 running under Meadowbrook Drive west/east from approximately Meadowbrook Drive Station 18+28 to approximately Meadowbrook Drive Station 22+03, and one 6" Cl water line on the east side of IH820 starting in the middle of Meadowbrook Drive and running north/south down McGee St. at approximately Meadowbrook Drive Station 21+10. Relocation ID # 1117 (Utility ID # 11023): One 4" PVC water line on the east side of IH820 starting in the middle of Meadowbrook Drive at approximately Meadowbrook Drive Station 18+28 and running south outside of public ROW onto private property. Relocation ID # 1118 (Utility ID # 11024): One 8" Cl water line running south/north along the west side of IH820 north of Meadowbrook Drive from approximately IH820 FR Station 566+36 to approximately IH 820 FR Station 566+92. Relocation ID # 1121 (Utility ID #'s 11068 & 11024): One 12" PVC water line on the west side of IH820 running west/east under Meadowbrook Drive from approximately Meadowbrook Drive Station 12+15 to approximately Meadowbrook Station 12+89, turning to the northeast and running to approximately Meadowbrook Drive Station 13+10, then turning back to the east and running to approximately Meadowbrook Drive Station 13+40, and one 8" Cl water line running south/north along the west side of IH820, starting at Meadowbrook Drive, from approximately IH820 FR Station 561+77 to approximately IH820 FR Station 566+36. Relocation ID # 1128 (Utility ID # 11068): Two water meters on the west side of IH820 on the south side of Meadowbrook Drive at approximately Meadowbrook Drive Station 11+50. Relocation ID # 3112 (Utility ID #'s 31066 & 31020): One 6" Concrete wastewater line on the west side of IH820 running west/east under the south side of Meadowbrook Drive from approximately Meadowbrook Drive Station 12+25 to approximately Meadowbrook Drive Station 13+06 and also running east/west along the north side of Meadowbrook Drive from approximately Meadowbrook Drive Station 13+34 to approximately Meadowbrook Drive Station 12+67, and one 6' /8" Concrete wastewater line running south/north along the west side of IH820 with the 6" portion of the line running from approximately IH820 FR Station 561+15 to approximately IH820 FR Station 565+75 and SOUTH -POINT CONSTRUCTORS 2050 Roanoke Road, Suite 100, Westlake, Texas 76262 (682) 362 6000 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTHYPOINT CONSTRUCTORS UTILITY ASSEMBLY TRANSMITTAL MEMORANDUM Utility Assembly No.: SEC-U-0520-11 the 8" portion of the line running from approximately IH820 FR Station 565+75 to approximately IH820 FR Station 566+65. The estimated cost for this Utility Assembly is $2,874,741.14. 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. 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-0520-11, as submitted. Please contact us if you have any questions or require additional information. Recommended for Approval: Signedby:�" ��" "V, V bU *KAAJA, Signed d7309F7H1f mAi 10/14/2024 Date Kevin McMinniman DB Contractor -Authorized Representative On Behalf of the Utility Manager South -Point Constructors, a Joint Venture DocuSiiggn'e'd•b�y: '^ Signed Date 10/11/2024 Jeffrey Hunter, P.E. Utility Design Coordinator CSJ Engineering Associates, LLC SOUTH -POINT CONSTRUCTORS 2050 Roanoke Road, Suite 100, Westlake, Texas 76262 (682) 362 6000 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement Section 2. Table of Contents SEC-U-0520-11 Page 1 of 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTH A POINT CONSTRUCTORS Table of Contents Utility Adjustment Assembly, SEC-U-0520-11 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 SEC-U-0520-11 Page 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTH:POINT CONSTRUCTORS Utility Adjustment Aureement Section 3. Utility Adjustment Checklist SEC-U-0520-11 Page 1 of 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B Texas Department of Transportation Form DB-ROW-U-AdjCheck REV 07/2018 UTILITY ADJUSTMENT CHECKLIST (To be included with Utility Assembly Submittal) U-No.: SEC-U-0520-11 District: Fort Worth Utility Owner: Citv of Fort Worth County(ies): Tarrant CSJ No(s).: R-0008-13-242, C-0008-13-125 Project Limits: IH2O from Forest Hill Drive to Little Road: IH820 from IH2O to Brentwood Stair Road: and US287 from Sublett Road to Villase 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 4t''. 2023 Description of Work: This Assembly consists of adjusting approximately 2,707 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: Estimated Completion or Duration: Estimated Total Adjustment Costs: Estimated Betterment (in dollars and calculated %): Estimated Accrued Depreciation: Estimated Salvage: Credits and Vouchers: Eligibility Ratio (calculated and supported %) Noteworthy Issues/Items: ASSEMBLY PACKAGE November 16', 2024 February 81''. 2025 $2,874,741.14 $0.00 0% $0.00 $1.00 $0.00 $2,874,740.14 100% Page 1 of 7 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B Texas Department of Transportation Form DB-ROW-U-AdjCheck REV 07/2018 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 Adj ustment? 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 ❑ 8. Has the Utility consultant -engineering contract been reviewed and approved by the Developer's Utility Manager (UM)? Yes ® No ❑ N/A ❑ Page 2 of 7 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B AF =-- Texas Department of Transportation Form DB-ROW-U-AdjCheck REV 07/2018 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 ❑ Page 3 of 7 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B Ar— AF =-- Texas Department of Transportation Form DB-ROW-U-AdjCheck REV 07/2018 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.) 19 20 21 22. Yes ❑ No ❑ • /1 If the pipeline is un-encased, is there adequate coating, wrapping and cathodic protection? Yes ❑ No ❑ Information on plans sufficient and adequate to: Determine necessity and justification of proposed work? /1 No ❑ Demonstrate Utility Accommodation Rules compliance? No ❑ • /1 N/A ❑ 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.? /1 No ❑ N/A ❑ Is this Utility Adjustment within ROW project limits or directly related to work required within project limits? No ❑ N/A ❑ Are any of the proposed utility facilities installed longitudinally within a control of access? Yes ❑ E// N/A ❑ Page 4 of 7 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B AF =.. Texas Department of Transportation Form DB-ROW-U-AdjCheck REV 07/2018 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 30. Accrued Depreciation credit applicable? Yes ❑ No ❑ N/A Page 5 of 7 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B AF =.. Texas Department of Transportation Form DB-ROW-U-AdjCheck REV 07/2018 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 ❑ 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 ❑ Page 6 of 7 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B AF o .. Texas Department of Transportation Form DB-ROW-U-AdjCheck REV 07/2018 R.O.W. MAPS 36. Approved and current ROW Maps on file with project office? /1 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: DocuSigned by: J ho ty 10/11/2024 Prepared by: aosoc6B79Dso410.. Utility Design Coordinator Date DocuSigned by: Recommended for kAfflbmas 10/11/2024 Approval by: 1AA71,9Qrr.;r.FPPtAP7 Quality Control Date Signed by: ALA1V k U Aat4,, 10/14/2024 Approved by: DB Contractor -Authorized Representative Date On Behalf of the Utility Manager Page 7 of 7 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 4. Utility Agreement SEC-U-0520-11 Page 1 of 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B Ar— �r i=,_ Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 1 of 9 REV 07/2018 County: Tarrant ROW CSJ No.: 0008-13-242 Const. CSJ No.: 0008-13-125 Highway: IH2O, IH820, US287 Fed. Proj. No.: F-2022(675) Limits: IH2O from Forest Hill Drive to Little Road: IH820 from IH2O to Brentwood Stair Road. and US287 from Sublett Road to Village Creek Road UTILITY ADJUSTMENT AGREEMENT AMENDMENT (DB Contractor -Managed) (Amendment No. 11 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 Citv 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: 13DCA970-1877-4A38-8CA5-4D089566749B Ar— �r Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 2 of 9 REV 07/2018 NOW, THEREFORE, in consideration of the agreements contained herein, the parties hereto agree as follows: 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 # 1115 (Utility ID # 11021): One 12" CI water line crossing IH820 at Meadowbrook Drive at approximately BL Station 561+72. Relocation ID # 1116 (Utility ID #'s 11022 & 11069): One 12" Cl water line on the east side of IH820 running under Meadowbrook Drive west/east from approximately Meadowbrook Drive Station 18+28 to approximately Meadowbrook Drive Station 22+03, and one 6" CI water line on the east side of IH820 starting in the middle of Meadowbrook Drive and running north/south down McGee St. at approximately Meadowbrook Drive Station 21+10. Relocation ID # 1117 (Utility ID # 11023): One 4" PVC water line on the east side of IH820 starting in the middle of Meadowbrook Drive at approximately Meadowbrook Drive Station 18+28 and running south outside of public ROW onto private property. Relocation ID # 1118 (Utility ID # 11024): One 8" Cl water line running south/north along the west side of IH820 north of Meadowbrook Drive from approximately IH820 FR Station 566+36 to approximately IH 820 FR Station 566+92. Relocation ID # 1121 (Utility ID #'s 11068 & 11024): One 12" PVC water line on the west side of IH820 running west/east under Meadowbrook Drive from approximately Meadowbrook Drive Station 12+15 to approximately Meadowbrook Station 12+89, turning to the northeast and running to approximately Meadowbrook Drive Station 13+10, then turning back to the east and running to approximately Meadowbrook Drive Station 13+40, and one 8" CI water line running south/north along the west side of I1-1820, starting at Meadowbrook Drive, from approximately IH820 FR Station 561+77 to approximately IH820 FR Station 566+36. Relocation ID # 1128 (Utility ID # 11068): Two water meters on the west side of IH820 on the south side of Meadowbrook Drive at approximately Meadowbrook Drive Station 11+50. Relocation ID # 3112 (Utility ID #'s 31066 & 31020): Relocation ID # 3112 (Utility ID #'s 31066 & 31020): One 6" Concrete wastewater line on the west side of IH820 running west/east under the south side of Meadowbrook Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B Ar— �r Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 3 of 9 REV 07/2018 Drive from approximately Meadowbrook Drive Station 12+25 to approximately Meadowbrook Drive Station 13+06 and also running east/west along the north side of Meadowbrook Drive from approximately Meadowbrook Drive Station 13+34 to approximately Meadowbrook Drive Station 12+67, and one 6 78" Concrete wastewater line running south/north along the west side of IH820 with the 6" portion of the line running from approximately IH820 FR Station 561+15 to approximately IH820 FR Station 565+75 and the 8" portion of the line running from approximately IH820 FR Station 565+75 to approximately IH820 FR Station 566+65. (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. 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 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B Ar— �r i=,_ Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 4 of 9 REV 07/2018 ❑ (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. [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 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B Ar— �r i=,_ Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 5 of 9 REV 07/2018 adjustment (either up or down) of such amount shall be made based on Actual Costs. 1.4 Responsibility for Costs of Adiustment 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 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]: Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B Ar— �r Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 6 of 9 REV 07/2018 ❑ 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. (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.] (TDB 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. Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B Ar— �r Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 7 of 9 REV 07/2018 (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: 13DCA970-1877-4A38-8CA5-4D089566749B Ar— �r Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 8 of 9 REV 07/2018 APPROVED BY: TEXAS DEPARTMENT OF TRANSPORTATION By: David M. Salazar. P.E. ON Authorized Signature District Ensineer (or designee) Date: OWNER By: Citv of Fort Worth DocuSigned by: By: NArnando Costa William Johnson Assistant Citv Manaeer 10/23/2024 Date: nwwnded for Approval (,I�,vts f aW t r Chris Harder, P.E. Title: Director, Water Department Approved as to Form and Legality: Goigd by: 9CA966B4B7_. Douglas W. Black Sr. Assistant City Attorney M&C No. Date: ILSIgned by: �aan In t ffc. aedA ,Xc... Jannette S. Goodall City Secretary Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B Ar— �r Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 9 of 9 REV 07/2018 DB CONTRACTOR By: Jav Knez Signed by: J By. �1'... Duly Authorized Representative Proiect Director South -Point Constructors. a Joint Venture Date: 10/14/2024 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTH:POINT CONSTRUCTORS Utility Adi ustment Agreement Section 5. Plans and Specifications SEC-U-0520-11 Page 1 of 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B c 0 M M W 110 00 0 ro 0 0 I 0 U v c v a C 0 v Ln U N O L N i v M U C� M � o Q M Q M � ti M N � o 00Ln �0 U REVIEWED AND APPROVED BY: DIRECTOR WATER DEPARTMENT CITY OF FORT WORTH REVIEWED AND APPROVED BY: ENGINEERING MANAGER WATER DEPARTMENT CITY OF FORT WORTH REVIEWED AND APPROVED BY: PROJECT MANAGER HALFF ASSOCIATES OTATE OF TEXAO a a ON MAIN 11101 NIV00110 9 uy I I I H-03 I \' @ I �30 I = 10 1 9091 03000 1 1 Me 1 KNO 1 CLIMB � I WIN MONSOON • 110 100, R WE ON I M"INMI�gu( ffill 04MIN, NA I N' T I � I I N' 0160 u I I FEDERAL AID PROJECT F-2022(675) CSJ: 0008-13-125, ETC. SOUTHEAST CONNECTOR PROJECT TARRANT COUNTY LIMITS/LENGTH: 1-20 FROM 1-20/1-820 INTERCHANGE TO FOREST HILL DRIVE = 2.2 MILES 1-20 FROM 1-20/1-820 INTERCHANGE TO LITTLE ROAD = 2.3 MILES 1-820 FROM 1-20/1-820 INTERCHANGE TO BRENTWOOD STAIR ROAD = 6.2 MILES US 287N FROM 1-820/US 287 INTERCHANGE TO VILLAGE CREEK ROAD = 0.8 MILES US 287S FROM 1-20/US 287 INTERCHANGE TO SUBLETT ROAD = 2.2 MILES NEEDS SPC RELEASE FOR CONSTRUCTION CITY OF FORT WORTH WATER LINE RELOCATION: 1115, 1116, 1117, 1118, 1121 & 1128 240828 SOO UT R COFW-PK11A (X-28339) Signed by: E IA VrS (1Ot ' 10/17/2024 D2265685B74C4F4... CHRIS HARDER, P.E. DATE Signed by: -I n �.SAaM(11 10/14/2024 U67RRF'iR1 RQF)RC4FF JOHN R. KASAVICH, P.E. DATE 08/28/2024 RONALD G. KING, P.E. DATE SEC-U-0520 5L&MLN 1 4 PROJECT LOCATION MAP N.T.S. SEGMENT 6 ��­ (a -' SEGMENT 8 ' © 2024 by Texas Department of Transportation; all rights reserved 4' ® 4� RONALD G. KING° ° ° ° X 00 ° 81073 O �� 4 ONAL 08/28/2024 DESIGNED FED.RD. D I V. NO. FEDERAL AID PROJECT NO. RG K DRAWN 6 F-2022(675) JwJ STATE DISTRICT COUNTY CHECKED TEXAS FT. WORTH TARRANT PCD APPROVED CONTROL SECTION JOB RG K 0008 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33650 FUNCTIONAL CLASSIFICATION, DESIGN SPEED: URBAN INTERSTATE/ HIGH-SPEED 70 MPH MAINLANES URBAN FREEWAY URBAN INTERSTATE HIGH-SPEED 50 MPH COLLECTOR -DISTRIBUTORS URBAN INTERSTATE HIGH-SPEED 50 MPH HIGH-SPEED 50 MPH DIRECT CONNECTORS URBAN INTERSTATE HIGH-SPEED 45 MPH HIGH-SPEED 40 MPH HIGH-SPEED 50 MPH RAMPS URBAN ARTERIAL HIGH-SPEED 45 MPH HIGH-SPEED 40 MPH LOW -SPEED 40 MPH FRONTAGE ROADS URBAN COLLECTOR LOW -SPEED 30 MPH URBAN ARTERIAL LOW -SPEED 40 MPH URBAN ARTERIAL LOW -SPEED 30 MPH CROSS STREETS 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 THE BASIS OF BEARINGS IS DERIVED FROM STATIC GPS DATA COLLECTED ON PUBLISHED TXDOT MONUMENTS REFERENCED TO NAD83 (2011) EPOCH 2010, STATE PLANE TEXAS NORTH CENTRAL ZONE (4202), NAVD88 GEOID 2012A COORDINATE SYSTEM WITH A GRID TO GROUND SURFACE ADJUSTMENT FACTOR OF 1.00012. NOTES: 1. SPECIFICATIONS ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION, NOVEMBER 2014 AND SPECIFICATION ITEMS LISTED AND DATED AS FOLLOWS, SHALL GOVERN ON THIS PROJECT: REQUIRED CONTRACT PROVISIONS FOR ALL FEDERAL -AID CONSTRUCTION CONTRACTS (FORM FHWA 1273, MAY 2012). THIS PROJECT HAS BEEN DESIGNED USING THE DESIGN BUILD AGREEMENT DOCUMENTS INCLUDING ALL THE TECHNICAL DOCUMENTS AND THE TECHNICAL REQUIREMENTS. 2. TDLR INSPECTION REQUIRED. 0 Texas Department of Transportation OC 2024 SOUTH ApOINT CO.\ S'_'� jC'_'O�-RS kK9Kmiewi TBPE REGISTRATION No. F-6649 P0 % 0 wl T1 I AECOM Technical Services, Inc.- F-3580 ■■■ ■ haLff ■ TBPELS ENGINEERING FIRM #312 M 00 N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B INDEX OF SHEETS * SHEET DESCRIPTION DATE * S00-UT-33650 TITLE SHEET - SEC-U-0520 0812812024 * S00-UT-33651 INDEX OF SHEETS - SEC-U-0520 0812812024 * S00-UT-33652 GENERAL NOTES - SEC-U-0520 0812812024 * S00-UT-33653 OVERALL PROJECT MAP, SURVEY CONTROL POINTS 0812812024 * S00-UT-33654 PROJECT KEYMAP - SEC-U-0520, SEGMENT 1 N 0812812024 * S00-UT-33655 EXISTING WATER SYSTEM ABANDONMENT LAYOUT 0812812024 * S00-UT-33656 PROPOSED WATER SYSTEM & EXISTING ISOLATION VALVE LAYOUT 0812812024 * S00-UT-33657 LEGEND 0812812024 * S00-UT-33658 WATER LINE RELOCATION 1115, PLAN & PROFILE - STA 1 +00.00 TO STA 3+50.00 0812812024 * S00-UT-33659 WATER LINE RELOCATION 1115, PLAN & PROFILE - STA 3+50.00 TO STA 6+31.7 0812812024 * S00-UT-33660 WATER LINE RELOCATION 1116A, PLAN & PROFILE - STA 1 +00.00 TO STA 4+66.44 0812812024 * S00-UT-33661 WATER LINE RELOCATION 1116B, PLAN & PROFILE - STA 1+00.00 TO STA 1+96.77 0812812024 * S00-UT-33662 WATER LINE RELOCATION 1117, PLAN & PROFILE - STA 1 +00.00 TO STA 2+88.26 0812812024 * S00-UT-33663 WATER LINE RELOCATION 1118, PLAN & PROFILE - STA 1+00.00 TO STA 1+61.74 0812812024 * S00-UT-33664 WATER LINE RELOCATION 1121, PLAN & PROFILE - STA 1 +02.21 TO STA 4+00.00 0812812024 * S00-UT-33665 WATER LINE RELOCATION 1121, PLAN & PROFILE - STA 4+00.00 TO STA 6+94.22 0812812024 * S00-UT-33666 WATER LINE RELOCATION 1128, PLAN & PROFILE - STA 0+95.78 TO STA 1 +94.00 0812812024 * S00-UT-33667 LATERAL PROFILES, LAT-01 THRU LAT-05 0812812024 * S00-UT-33668 LATERAL PROFILES, LAT-06 THRU LAT-10 0812812024 * S00-UT-33669 DETAILS, TRENCH REPAIR A & B 0812812024 * S00-UT-33670 DETAILS, TRENCH REPAIR C & D 0812812024 of * S00-UT-33671 DETAILS, TRENCH REPAIR E & FAM 0812812024 ^i Ln M * S00-UT-33672 DETAILS, TRENCH REPAIR G, H, & 1 0812812024 * S00-UT-33673 DETAILS, D119 0812812024 * S00-UT-33674 DETAILS, D016 & D007 0812812024 S00-UT-33675 DETAILS, D106 & D108 08/28/2024 w * S00-UT-33676 DETAILS, D111 & D112 0812812024 * S00-UT-33677 DETAILS, D113 & D114 0812812024 * S00-UT-33678 DETAILS, D116 & D117 0812812024 00 S00-UT-33679 DETAILS, D120 & D123 0812812024 ti * S00-UT-33680 DETAILS, D126 & D127 0812812024 S00-UT-33681 DETAILS, D130 & D131 0812812024 S00-UT-33682 DETAILS, D132 & D133 08/28/2024 � I * � S00-UT-33683 DETAILS, D134 & D135 0812812024 o * S00-UT-33684 DETAILS, D138 & D151 0812812024 U v L. 500-UT-33685 DETAILS, D105 & D219 08/28/2024 v * S00-UT-33686 STRUCTURAL, PIPE BLOCKING DETAILS v c O v V ■ V O ■ Q v c �a U CL _O ■ ko Q 0812812024 ul QL N � M N ISSUE RECORD I ■ ■ N NO. DESCRIPTION DATE I ■N halff 00 (A 0 RELEASED FOR CONSTRUCTION 08/28/2024 I TBPELS ENGINEERING FIRM #312 00 SOUTHAPOINT WW ou- CONSTRUCTORS REV 0 0 0 0 0 0 0 G 0 0 0 0 0 0 0 M G u * SHEET DESCRIPTION NEEDS SPC RELEASE FOR CONSTRUCTION INDEX OF SHEETS DATE REV 1 File Name: SOUTHEAST CONNECTOR PROJECT S a - 00-11-UT-33651.dgn UTILITIES RFC Date: INDEX OF SHEETS - SEC-U-0520 08/28/2024 Sheet: 2 OF 37 * INCLUDED IN THIS PACKAGE 0 F T �� RONALD G. KING °°°°°81073 0-\'% ' TC E N s`�°���`�® ® 0 N A L �® oo 08/28/2024 'F Texas Department of Transportation Af © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. R DRAWNN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SHEET E T CHECKED TEXAS FT. WORTH TARRANT LMH I CONTROL SECTION JOB S00-UT-33651 APPROVED RGK 0008 13 125, etc 0) M 00 N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B GENERAL NOTES GENERAL NOTES GENERAL NOTES DIVISION 01 - GENERAL REQUIREMENTS GENERAL: 2. EXISTING VERTICAL DEFLECTIONS AND PIPE SLOPES SHOWN ON THE PLANS WERE OBTAINED FROM 16. ALL EXISTING WATER METERS SHALL BE RELOCATED 3 FT. BEHIND THE CURB OR AS SHOWN ON THE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR RECORD DRAWINGS AND HAVE NOT BEEN FIELD VERIFIED. SOME PIPELINE SLOPES WERE ADJUSTED PLANS (SECTION 33 12 10). PRIVATE, PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING TO MATCH SURVEYED MANHOLE FLOW LINES. RIM ELEVATIONS, FLOW LINES, AND HORIZONTAL 17. THE CONTRACTOR SHALL INSTALL A 2-INCH TEMPORARY WATER SERVICE MAIN PER SECTION 33 04 UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON LOCATIONS OF EXISTING MANHOLES WERE DETERMINED FROM FIELD SURVEY. HOWEVER, IF 30. LARGE DOMESTIC SERVICES (3-INCH AND LARGER) AND FIRE LINES SHALL REQUIRE A LARGER INFORMATION FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL CONFLICTS WITH PAVING, ADDITIONAL FILL, STORM SEWER, DRAINAGE HEADWALLS, INLETS, BRIDGE MAIN FOR TEMPORARY WATER SERVICE DURING CONSTRUCTION. APPURTENANCES OBSERVED IN THE FIELD. THE CITY AND ENGINEER SHALL NOT BE RESPONSIBLE PIERS, EMBANKMENTS, MSE WALLS, RETAINING WALLS, ABOVE GROUND STRUCTURES, FRANCHISE 18. ALL PVC WATER MAINS 12-INCH DIAMETER AND SMALLER SHALL BE DR-14 PER SECTION 33 11 12. FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR UTILITIES, ETC. HAVE BEEN IDENTIFIED, THE UTILITIES IN CONFLICT SHALL BE LOCATED AND ALL DUCTILE IRON WATER MAINS SHALL BE POLY WRAPPED PER SECTION 33 11 10, 33 11 11. SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION OR POTHOLED USING VACUUM EXCAVATION METHOD PER SECTION 33 05 30 PRIOR TO CONSTRUCTION CATHODIC PROTECTION STUDY IS REQUIRED ON ALL PIPES OTHER THAN PVC. IN ACCORDANCE WITH DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OF THE MAIN. CONTRACTOR SHALL PROVIDE ALL POTHOLE DATA AND OTHER DOCUMENTATION OF THE RECOMMENDATIONS FROM THE CATHODIC PROTECTION STUDY, THE DRAWINGS AND OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION AND FOR THE SAFETY AND THESE CONFLICTS (PLANS, SHOP DRAWINGS, SURVEY DATA, ETC.) TO THE CITY INSPECTOR, WATER SPECIFICATIONS FOR CATHODIC PROTECTION SHALL APPLY. PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. ENGINEERING, WATER FIELD OPERATIONS, AS PLANS SHALL BE REVISED AND SUBMITTED FOR 19. ALL WATER MAINS SHALL HAVE TEMPORARY PLUGS PER SECTIONS 33 04 40, 33 12 25 AND DETAIL AT 2. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED OWNERS (UTILITY COMPANIES) OR AGENCIES IN REVIEW BY THE CITY IN ORDER TO AVOID A CONFLICT. THE END OF EACH WORK DAY. DEFLECT WATER MAINS AT JOINTS TO CLEAR CURB INLETS. MINIMUM WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 3. MAINTAIN ALL EXISTING WATER AND SEWER CONNECTIONS TO CUSTOMERS IN WORKING ORDER AT HORIZONTAL SEPARATION FROM OUTER WALL OF MAIN TO OUTER WALL OF INLET SHALL BE 5 FEET. A. NOTIFY TEXAS 811 (1-800-DIG-TESS OR WWW. TEXAS81 1. ORG) TO LOCATE EXISTING ALL TIMES, EXCEPT FOR BRIEF INTERRUPTIONS IN SERVICE FOR WATER AND SEWER SERVICES TO BE MINIMUM HORIZONTAL SEPARATION FROM OUTER WALL OF MAIN TO OUTER DIAMETER DRILLED UTILITIES PRIOR TO CONSTRUCTION. REINSTATED. IN NO CASE SHALL SERVICES BE ALLOWED TO REMAIN OUT OF SERVICE OVERNIGHT. SHAFTS, AND OUTER WALL OF HEADWALLS SHALL BE 10 FT. B. CAUTION! BURIED ELECTRIC LINES MAY EXIST ALONG THIS PROJECT. CONTACT 4. PROVIDE AND FOLLOW APPROVED CONFINED SPACE ENTRY PROGRAM IN ACCORDANCE WITH OSHA 20. UNLESS OTHERWISE NOTED ON THE PLANS, THE GATE VALVES SHALL BE INSTALLED TO LINE UP WITH ELECTRICAL PROVIDERS 48 HOURS PRIOR TO EXCAVATION: REQUIREMENTS. CONFINED SPACES SHALL INCLUDE MANHOLES AND ALL OTHER CONFINED SPACES THE PROPERTY/ROW LINE. • ONCOR 24/7 CONTACT 817-913-5365 IN ACCORDANCE WITH OSHA'S PERMIT REQUIRED FOR CONFINED SPACES. 21. CONTRACTOR AND CITY INSPECTOR SHALL CONTACT WATER FIELD OPERATIONS PRIOR TO ALL ITEMS C. CAUTION! BURIED GAS LINES MAY EXIST ALONG THIS PROJECT. CONTACT GAS COMPANIES 5. ONLY CITY PREQUALIFIED CONTRACTORS, BY APPROPRIATE WATER DEPARTMENT WORK CATEGORY, BEING REMOVED OR SALVAGED. CONTRACTOR SHALL PROVIDE THE DOCUMENTS TO THE CITY 48 HOURS PRIOR TO EXCAVATION, AND WITHIN TWO (2) HOURS OF ENCOUNTERING A SHALL BE ALLOWED TO ADJUST VALVE BOXES, MANHOLES, RING & COVERS, ETC. INSPECTOR FOR ALL ITEMS REMOVED AND SALVAGED TO WATER FIELD OPERATIONS WAREHOUSE. GAS LINE: 6. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY. THE CONTRACTOR SHALL CONSTRUCT THE CONTACT WAREHOUSE SUPERVISOR AND DELIVER ALL SALVAGED MATERIALS TO THE WAREHOUSE • ATMOS 24/7 CONTACT 866-322-8667 PROPOSED WORK UTILIZING A TRENCH SAFETY PLAN PREPARED BY A LICENSED PROFESSIONAL LOCATED AT 1608 I1TH AVE. FORT WORTH TX 76102. • ENLINK 24/7 CONTACT 214-721-9378 ENGINEER IN THE STATE OF TEXAS, FOR THIS PROJECT, IN ACCORDANCE WITH OSHA EXCAVATION 22. INSTALL SURFACE UTILITY MARKERS AT ALL HORIZONTAL BENDS, TEST STATIONS, AND OTHER • DIVERSIFIED JODY CURRY 940-393-8563 SAFETY STANDARDS, FEDERAL AND STATE REQUIREMENTS, PER SECTION 33 05 10. A TRENCH LOCATIONS SPECIFIED IN SECTION 33 05 26. SURFACE MARKERS WILL ONLY BE INSTALLED IN GREEN • SUMMIT MIDSTREAM ANDY AIVAZIAN 214-794-6635 SAFETY PLAN SHALL BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. THIS WOULD ALSO SPACE OUTSIDE OF PAVED AREAS. JARROD STEWART 304-932-9088 INCLUDE A GROUND WATER CONTROL PLAN IF CONDITIONS MEETING CRITERIA OUTLINED IN • FLINT HILLS RESOURCES 24/7 CONTACT - SECTION 33 05 10 EXIST. SANITARY SEWER: D. CAUTION! BURIED COMMUNICATION CABLES MAY EXIST ALONG THIS PROJECT. CONTACT 7. ALL EMBEDMENT AND BACKFILL SHALL BE IN ACCORDANCE WITH TXDOT ITEM 400. 1. VERIFY THAT ALL CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE FOR SANITARY SEWER ONLY. COMMUNICATION COMPANIES 48 HOURS PRIOR TO EXCAVATION: 8. EXISTING UTILITY INFORMATION IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA IS NOTIFY CITY OF ANY DISCOVERED ILLICIT CONNECTIONS. • AT&T 24/7 CONTACT 1-800-286-8313 SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT THE CITY AND THE 2. THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGES TO PROPERTIES, HOMES, AND BASEMENTS BILLY KIDD 972-322-0709 ENGINEER NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THE DATA. FROM BACKUP, WHICH MAY RESULT DURING THE INSTALLATION OF NEW PIPE AND/OR • CHARTER (SPECTRUM) THOMAS SONNIER 817-205-9098 9. EXISTING UTILITY CROSSINGS SHOWN ON THE PROFILE ARE FROM REFERENCE PLANS, AND FROM ABANDONMENT OF EXISTING PIPE. THE CONTRACTOR WILL BE ALLOWED TO OPEN CLEAN OUTS • CONTERRA 24/7 CONTACT 1-800-634-1374 INFORMATION OBTAINED FROM THE UTILITY COMPANIES. IT SHALL BE THE CONTRACTOR'S WHERE AVAILABLE. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN UP ASSOCIATED WITH • MCIMETRO (VERIZON) BRYAN SCHAFER 972-213-3748 RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF THE EXISTING OPENING CLEAN OUTS. • ZAYO 24/7 CONTACT 1-866-236-2824 UTILITIES. 3. FOR ALL SANITARY SEWER SERVICE CONNECTIONS AT MANHOLES, PROVIDE A HYDRAULIC SLIDE IN E. CAUTION! BURIED CITY OF FORT WORTH WATER AND SANITARY SEWER LINES MAY EXIST 10. CITY INSPECTOR SHALL BE GIVEN ADVANCED NOTIFICATION AND BE ON SITE FOR ALL MANHOLE AND ACCORDANCE WITH THE DETAILS. ALONG THIS PROJECT. CONTACT THE CITY 48 HOURS PRIOR TO EXCAVATION: VALVE CONCRETE COLLAR INSTALLATION. REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AS 4. THE PROPOSED SANITARY SEWER LINES AT TIMES WILL BE LAID CLOSE TO OTHER EXISTING UTILITIES • FORT WORTH WATER CLSAR ZAVALA 817-475-2656 SPECIFIED ON PLANS. AND STRUCTURES BOTH ABOVE AND BELOW GROUND. THE CONTRACTOR SHALL MAKE NECESSARY MATT DAVIS 817-944-8277 11. IF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION, TRENCH WATER STOPS SHOULD BE PROVISIONS FOR THE SUPPORT AND PROTECTION OF ALL UTILITY POLES, GAS MAINS, TELEPHONE • FORT WORTH SEWER LUKE COFFMAN 817-223-7438 INSTALLED AT 500-FOOT MINIMUM INTREVALS TO PREVENT MIGRATION OF WATER WITHIN THE WATER CABLES, SANITARY SEWER MAINS, WATER MAINS, DRAINAGE PIPES, UTILITY SERVICES, AND ALL MIKE MAINORD 817-480-9944 OR WASTEWATER TRENCH. OTHER UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW GROUND DURING CONSTRUCTION. F. CAUTION! WHEN DOING WORK WITHIN 200 FEET OF ANY SIGNALIZED INTERSECTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AT THE PRE -CONSTRUCTION MEETING PER SECTION CONTRACTOR SHALL NOTIFY TRAFFIC MANAGEMENT DIVISION OF CITY OF FORT WORTH WATER: 01 33 00 FOR SUPPORT/PROTECTION OF LARGE DIAMETER WATER MAINS (16-INCH AND LARGER) T/PW, 72 HOURS PRIOR TO EXCAVATION (817-392-7738). THE CONTRACTOR SHALL 1. PROVIDE THRUST RESTRAINT BY MEANS OF RESTRAINING JOINTS AT FITTINGS AND CONCRETE AND SANITARY SEWER MAINS (15-INCH AND LARGER) FOR REVIEW BY CITY INSPECTOR, WATER PROTECT EXISTING SIGNAL HARDWARE, GROUND BOXES, DETECTION LOOPS, AND BLOCKING. WHEN SPECIFICALLY INDICATED ON THE DRAWINGS, PROVIDE THRUST RESTRAINT AT ENGINEERING, AND WATER FIELD OPERATIONS PRIOR TO CONSTRUCTION IN THESE AREAS. IN UNDERGROUND CONDUIT AT SIGNALIZED INTERSECTIONS. ANY DAMAGES AT SIGNALIZED DESIGNATED JOINTS BEYOND THE FITTINGS. EACH METHOD SHALL BE CAPABLE OF THRUST ADDITION, THE CONTRACTOR SHALL SUBMIT A CONTINGENCY PLAN AND EMERGENCY PLAN TO THE N INTERSECTIONS SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. THE RESTRAINT INDEPENDENT OF THE OTHER SYSTEM. THE CONTRACTOR SHALL REFER TO CITY SAME PERSONNEL WHICH INCLUDES ACCEPTABLE PIPE MATERIALS ON -SITE FOR REPAIRS. THE � CONTRACTOR SHALL CONTACT THE CITY AT 817-392-8100 TO PERFORM CONDUIT LINE STANDARD DETAILS FOR AREA REQUIRED TO INSTALL CONCRETE BLOCKING. CONTRACTOR IS LIABLE FOR ALL DAMAGES TO EXISTING WATER AND SANITARY SEWER MAINS AS A M LOCATES AT SIGNALIZED INTERSECTIONS 72 HOURS PRIOR TO COMMENCING WORK AT 2. ALL DUCTILE IRON MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED TO PIPE USING RETAINER RESULT OF THE CONTRACTOR'S OPERATIONS. THE INTERSECTION. GLANDS 5. CONTRACTOR SHALL CONDUCT A PRE -CONSTRUCTION TELEVISION INSPECTION (CCTV) OF ALL G. THE CONTRACTOR SHALL NOTIFY THE CITY OF FORT WORTH PROJECT MANAGER 48 3. ALL WATER SERVICES SHALL BE INSTALLED ABOVE STORM SEWERS, EXCEPT WHERE SHOWN EXISTING SANITARY SEWER LINES, WHICH ARE TO BE ABANDONED, TO VERIFY LOCATIONS OF ALL HOURS PRIOR TO THE START OF ANY EXCAVATION (JOHN KASAVICH: 817-392-8480) OTHERWISE IN THE DRAWINGS. SANITARY SEWER SERVICE CONNECTIONS PRIOR TO CONSTRUCTION OF THE ENTIRE PROJECT. 3. THE LOCATION OF ALL DRIVEWAYS, RETAINING WALLS, STRUCTURES, ETC. WHICH MAY BE SHOWN ON 4. ELEVATION ADJUSTMENT AT CONNECTIONS MAY BE MADE WITH BENDS, OFFSETS, OR JOINT FORMAT OF THE CCTV VIDEO, PLAN EXHIBITS, AND REPORT SHALL BE IN ACCORDANCE WITH o THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXACT SIZE, LOCATION, DEFLECTIONS. JOINT DEFLECTIONS SHALL NOT EXCEED FIFTY PERCENT (50%) OF MANUFACTURER'S SECTION 33 01 31. REPORT SHALL CLEARLY IDENTIFY EXISTING SANITARY SEWER MAIN/LATERAL ELEVATION, AND CONFIGURATION OF ALL STRUCTURES PRIOR TO CONSTRUCTION. RECOMMENDATIONS. NUMBER, MANHOLES, STATION NUMBER (FROM AND TO), STREET ADDRESS, PIPE SIZE, PIPE U 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE GENERAL SAFETY AT AND ADJACENT TO 5. 12-INCH DIAMETER AND SMALLER WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF MATERIAL, SERVICE LOCATIONS, PIPE MATERIAL CHANGES, ETC. COPIES OF THE CCTV VIDEO, LAYOUT, LU THE PROJECT AREA, INCLUDING THE PERSONAL SAFETY OF PUBLIC AND PRIVATE PROPERTY. 48-INCHES AND 16-INCH AND LARGER WATER MAINS SHALL BE INSTALLED A MINIMUM COVER OF 60- MARKED UP PLANS SHOWING LIMITS, AND REPORT SHALL BE PROVIDED TO THE CITY INSPECTOR, Ln CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY SEWER FACILITIES TO AFFECTED PROPERTY INCHES, MEASURED FROM TOP OF SURFACE (EXISTING AND PROPOSED) EXCEPT WHERE SHOWN CITY PROJECT MANAGER, WATER ENGINEERING, AND WATER FIELD OPERATIONS, AS THE OWNERS, IF NECESSARY PER SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS. OTHERWISE IN THESE PLANS. SCHEDULE SHALL ALLOW FOR A REVIEW TIME OF 2 WEEKS. 5. CONTRACTOR'S PERSONNEL SHALL HAVE IDENTIFYING CLOTHING, HATS OR BADGES AT ALL TIMES 6. VALVES SHALL BE INSTALLED WHERE DESIGNATED ON THESE PLANS IN ACCORDANCE AND SHOP 6. CONTRACTOR SHALL ENSURE THAT ALL ACTIVE SERVICES CAN BE RECONNECTED AND/OR REROUTED WHICH IDENTIFY THE CONTRACTOR'S NAME, LOGO OR COMPANY. THE CONTRACTOR SHALL ALSO DRAWINGS PROVIDED TO THE CITY INSPECTOR FOR REVIEW PER SECTION 33 12 20. VAULTS SHALL TO THE NEW SANITARY SEWER MAIN/LATERAL PER SECTION 33 31 50. CONTACTOR SHALL NOTIFY o HAVE IDENTIFICATION ON ALL VEHICLES. BE INSTALLED ON ALL MAINS 16-INCH DIAMETER AND LARGER PER SECTIONS 33 12 20, 33 05 16, THE CITY INSPECTOR, CITY PROJECT MANAGER, WATER ENGINEERING, AND WATER FIELD 6. THE CONTRACTOR SHALL DISTRIBUTE NOTICES (DOOR HANGER) TO ALL AFFECTED PROPERTY AND 03 30 00. OPERATIONS OF ANY POTENTIAL CONFLICTS PRIOR TO CONSTRUCTION, SO MODIFICATIONS TO THE OWNERS PRIOR TO BEGINNING WORK ON EACH PROPERTY PER SECTION 01 35 13. 7. FIRE HYDRANTS SHALL BE A MINIMUM OF 3 FT. BEHIND THE BACK OF CURB (MAXIMUM 9 FT.) AND IN PLANS CAN BE MADE IF NECESSARY. 0 7. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY INSPECTOR, CITY PROJECT MANAGER AT THE LINE WITH THE PROPERTY/LOT LINES EXCEPT WHERE SHOWN OTHERWISE IN THESE PLANS. 7. CONTRACTOR SHALL BYPASS PUMP SEWAGE AROUND SECTION OF PIPE PRIOR TO BEING REPLACED PRE -CONSTRUCTION MEETING FOR REVIEW. ANY CONSTRUCTION ACTIVITY, MATERIALS, ETC. THAT CONSTRUCTION AND SHOP DRAWING SUBMITTALS TO THE CITY INSPECTOR PER SECTION 33 12 40. OR REHABILITATED PER SECTION 33 03 10. ARE IDENTIFIED BY THE CITY AS NON -COMPLIANT WITH THE STANDARD DETAILS AND SPECIFICATIONS 8. CONTRACTOR SHALL PROVIDE A CLEANING PLAN AND DISINFECTION PLAN FOR 24-INCH AND LARGER 8. NEW MANHOLES SHALL BE CONSTRUCTED SUCH THAT THE MANHOLE COVER IS AT FINISHED SHALL BE REMOVED AND REPLACED WITH MATERIALS THAT CONFORM WITH THE STANDARD DETAILS WATER MAINS, PRIOR TO CONSTRUCTION IN ACCORDANCE WITH SECTION 33 04 40, PART 1.5, SURFACE GRADE, OR AS NOTED ON THE PLANS. CONCRETE COLLARS PER SPECIFICATION 33 05 13 AND SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE. REFERENCE SECTION 01 33 00 SUBMITTALS SUBMITTALS. INSERT CLEANING PIG IN WATER MAIN WHERE DIRECTED. CLEANING PIG SHALL BE AND DETAIL SHALL BE INSTALLED WITH ALL NEW MANHOLES (INCLUDING MANHOLES OUTSIDE OF AND SECTION 01 60 00 PRODUCT REQUIREMENTS, AND THE GENERAL CONDITIONS. PROVIDED BY CONTRACTOR IN ACCORDANCE WITH SECTION 33 04 40. FLUSHING IS ONLY PAVEMENT AND/OR ON EASEMENTS), AS REQUIRED FOR THIS PROJECT. CONCRETE COLLARS v 8. PRIOR TO SCHEDULING THE PROJECT FINAL, THE CONTRACTOR SHALL PROVIDE REDLINES, CUT PERMITTED WHEN SPECIALLY DESIGNATED IN THE DRAWINGS, AND THE CONTRACTOR SHALL IDENTIFIED IN THE FIELD THAT ARE NOT IN COMPLIANCE WITH THE SPECIFICATIONS AND DETAILS (I.E. SHEETS, FINAL APPROVED PIPE SHOP DRAWINGS, CCTV VIDEO/REPORTS, LINER RESULTS, ETC., PIPE PROVIDE THE PLAN SUBMITTALS TO THE CITY INSPECTOR, CITY PROJECT MANAGER, WATER FIELD INCORRECT COLLAR THICKNESS, NO STEEL REINFORCEMENT) SHALL BE REMOVED AND REPLACED AT �I REPORT AND SERVICE REPORT PER SECTIONS 01 77 19, 01 78 39, AND 33 01 31 TO THE CITY FOR OPERATIONS AND WATER ENGINEERING FOR REVIEW AT LEAST 1 WEEK PRIOR TO START OF THE CONTRACTOR'S EXPENSE. o REVIEW, REVISIONS, AND FINAL ACCEPTANCE. CONSTRUCTION. 9. SANITARY SEWER SERVICES LARGER THAN 6-INCH DIAMETER SHALL CONNECT TO A MANHOLE. FOR 9. WHEN IT IS REQUIRED THAT A CONTRACTOR WORK OR ENTER PRIVATE PROPERTY, THE CONTRACTOR 9. INSTALL CHLORINATION AND SAMPLING POINTS AT DESIGNATED LOCATIONS PER SECTION 33 04 40. ALL SANITARY SEWER SERVICE CONNECTIONS AT THE MANHOLE, CONTRACTOR SHALL PROVIDE A v SHALL CONTACT THE PROPERTY OWNER 48 HOURS PRIOR TO CONSTRUCTION PER SECTION 01 11 00. 10. CORPORATION STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. HYDRAULIC SLIDE IN ACCORDANCE WITH SECTION 33 39 20 AND STANDARD DETAIL. -d DO NOT STORE EQUIPMENT OR MATERIAL ON PRIVATE PROPERTY UNLESS AND UNTIL THE SPECIFIED CONSTRUCTION AND SHOP DRAWING SUBMITTALS PER SECTION 33 12 10. 10. SANITARY SEWER MANHOLES CALLED OUT FOR INTERIOR CORROSION PROTECTION SHALL CONFORM v APPROVAL OF THE PROPERTY OWNER HAS BEEN SECURED IN WRITING BY THE CONTRACTOR AND A 11. ALL WATER MAINS CROSSING BELOW STORM SEWER LINES SHALL BE DUCTILE IRON PIPE PER TO SECTION 33 39 60 LINER SYSTEM FOR SANITARY SEWER STRUCTURES. THIS SHALL INCLUDE -� COPY FURNISHED TO THE CITY. SECTION 33 11 10 AND BACKFILLED WITH CLSM PER SECTION 03 34 13, UNLESS NOTED OTHERWISE. MANHOLES ON MAINS WITH 3 % OR GREATER GRADE, ALL DROP MANHOLES, SIPHONS, JUNCTION Q 10. ANY EXCESS MATERIAL FROM EXCAVATION SHALL BE PLACED AT A LOCATION DESIGNATED BY 12. CONTRACTOR SHALL PROVIDE PIPE SHOP DRAWINGS IN ACCORDANCE WITH THE SPECIFICATIONS. STRUCTURES ON LARGE COLLECTOR MAINS 15-INCH DIAMETER AND LARGER, AND OTHER DESIGN -BUILD CONTRACTOR. THE LOCATION SHALL BE COORDINATED WITH THE DESIGN -BUILD DETAILED PIPE SHOP DRAWINGS/LAY SCHEDULE WATER MAINS 16-INCH DIAMETER AND LARGER, MANHOLES WHERE TURBULENCE IS AN ISSUE. UTILITY COORDINATOR. SURPLUS MATERIALS FROM EXCAVATION INCLUDING DIRT, TRASH, ETC. SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN TEXAS FOR DUCTILE IRON PIPE, 11. ODOR CONTROL IS REQUIRED FOR ALL SANITARY SEWER MANHOLES IN CITY PARK AREAS, PUBLIC SHALL BE PROPERLY DISPOSED OF AT A SITE ACCEPTABLE TO THE CITY'S FLOOD PLAIN CONCRETE, AND STEEL PIPE ARE REQUIRED SUBMITTALS BEFORE START OF CONSTRUCTION. SPACES, NEAR RESIDENCES, OR OTHER AREAS AS DETERMINED BY THE CITY ON MAINS 15-INCH ADMINISTRATOR IF WITHIN THE CITY LIMITS. IF THE LOCATION IS NOT WITHIN THE CITY LIMITS, THE ELEVATION ADJUSTMENT AT CONNECTIONS MAY BE MADE WITH BENDS, OFFSETS, OR JOINT DIAMETER AND LARGER. CONTRACTOR SHALL PROVIDE A LETTER STATING SO. SURPLUS MATERIAL MAY NOT BE PLACED IN DEFLECTIONS (FOR EXAMPLE, PVCJOINT DEFLECTIONS NOT TO EXCEED 50% OF THE NATURAL DRAINAGE WAY WITHOUT WRITTEN PERMISSION FROM THE AFFECTED PROPERTY OWNER MANUFACTURER'S RECOMMENDATIONS PER SECTION 33 11 12). REFERENCE DUCTILE IRON, AND THE CITY'S FLOOD PLAIN ADMINISTRATOR. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN CONCRETE, AND STEEL PIPE PER SECTIONS 33 11 10, 33 11 13, 33 11 14, FOR THE DEFLECTION THE AREAS WITHOUT WRITTEN PERMISSION, CONTRACTOR SHALL RESPONSIBLE FOR ALL DAMAGE REQUIREMENTS. PRIOR TO SCHEDULING THE PROJECT FINAL, THE CONTRACTOR SHALL PROVIDE RESULTING FROM SUCH FILL AND SHALL REMOVE THE MATERIAL. REDLINES, CUT SHEETS, FINAL APPROVED PIPE SHOP DRAWINGS, ETC., PIPE REPORT AND SERVICE 11. CONTRACTOR SHALL CONTACT LOCAL SCHOOLS PRIOR TO BEGINNING CONSTRUCTION TO INFORM REPORT PER SECTIONS 01 77 19, 01 78 39, AND 33 01 31 TO THE CITY FOR REVIEW, REVISIONS, AND PRINCIPALS AND ADMINISTRATORS OF CONSTRUCTION IN THE AREA. A NOTE ON THE SCHOOL FINAL ACCEPTANCE. � �pp�p� MARQUEE IS SUGGESTED TO INFORM PARENTS AND STUDENTS OF CONSTRUCTION CONSTRUCTION 13. ALL NON-STANDARD BENDS SHALL BE MADE BY USING THE CLOSEST STANDARD MJ FITTINGS OR ��° ° REMAINLn OOPEN � �LLSIBLE TIMES AND ALLALTERNATIVE LANES OF TRAFFIC UTES AROUND SHALL SBE OPEN UP AT THE END OF EACH NE LANE SHALL FITTINGS WITH THE REQUIRED D AWING SUBMITTALS, SHA L BE IN ACCORDADEFLECTIONS. NCE WI H SECTIONS OINT 33 11 10 33 11 11, ASSOCIATED 33 11 13 �'�P U WORK DAY. AND 33 11 14. 1;0! °° D °' 14. ALL EXISTING 314-INCH WATER SERVICE LINES SHALL BE REPLACED WITH 1-INCH TYPE K COPPER �° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °x o RONALD G. KING DIVISION 03 - CONCRETE SERVICE LINES PER ASTM B88 WITH 1-INCH CORPORATION STOPS AND IF REQUIRED 1-INCH w ( ), Q p°°°°°°°°°°°°°° TAPPING SADDLE AND 1-INCH X 314-INCH REDUCER AT THE 314-INCH CURB STOP AS DIRECTED BY THE o °° 81073 1. HORIZONTAL BLOCKING FOR WATER LINES HAS BEEN OMITTED FOR CLARITY. HOWEVER, BLOCKING ENGINEER. SHOP DRAWINGS SHALL INDICATE FLARED COPPER TUBING WITH THREAD DIMENSIONS SHALL BE CONSTRUCTED AND SHOP DRAWINGS SUBMITTED TO THE CITY INSPECTOR FOR REVIEW, IN PER AWWA C800 AND SERVICE SADDLES SHALL BE DOUBLE STRAP PER SECTION 33 12 10. E N v ACCORDANCE WITH SECTION 03 30 00. 15. IF AN EXISTING WATER METER IS REMOVED AND REPLACED IN A DIFFERENT LOCATION, THE PRIVATE ��4XSSi o ° SERVICE LINE BEHIND THE WATER METER MAY ALSO NEED TO BE RELOCATED. A LICENSED PLUMBER Epp N A DIVISION 33 - UTILITIES IS REQUIRED TO RELOCATE THE PRIVATE SERVICE. U GENERAL: Q 1. WHEN IT IS REQUIRED THAT A CONTRACTOR WORK ON PRIVATE PROPERTY WITHIN UTILITY 08/28/2024 M � EASEMENTS, THE CONTRACTOR SHALL CONTACT THE PROPERTY OWNER 48 HOURS PRIOR TO M CONSTRUCTION. ONCE THE PIPE HAS BEEN INSTALLED OR REHABILITATED, THE CONTRACTOR SHALL IMMEDIATELY COMMENCE SURFACE RESTORATION. SURFACE RESTORATION MUST BE COMPLETED TO THE OWNER'S SATISFACTION WITHIN TEN (10) WORKING DAYS. FAILURE TO MAINTAIN AND/OR F' M NOMALET E SITE RESTORATION, AS NOTED ABOVE, MAY RESULT IN DEFERMENT OF FURTHER PIPE Texas Department Of Transportation © 2024 ISSUE RECORD I OEM File Name: DESIGNED FED.RD. FEDERAL AID PROJECT NO. HIGHWAY N - ::: halff SOUTHEAST CONNECTOR PROJECT SEC-S00-11-UT-33652.dgn RGK DIV.NO. NO. N0. DESCRIPTION DATE � NEED PDRAWN � 6 F-2022(675) 1820 pip V1 0 RELEASED FOR CONSTRUCTION 08/28/2024 I TBPELS ENGINEERING FIRM #312 S S C Status: N Z I STATE DISTRICT COUNTY NO 7.i RFC JWJ SHEET *- RELEASE FOR UTI LITI E Date: CHECKED TEXAS FT. WORTH TARRANTSOUTH POINT W I CONSTRUCTION GENERAL NOTES - SEC-U-0520 08/28/2024 LMH QJ I Sheet: APPROVED � CONTROL SECTION JOB S00-UT-33652 p U_ CONSTRUCTORS 3 OF 37 RGK 0008 13 125, etc M co N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B c ni M M 0 0 U w 110 00 0 ro 0 0 v I 0 U v c v 0 0 Ln U a) �o zz- i a� v U U Q O � Q M oLn 0 V) 7 �0 U MEPF- �F-- ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION SENT 3 (� PCM -' EMC 213 X = 2353211.24 Y = 6938140.28 O PCM Z = 623.41 W EMC 2A Y = 6937430.20 �� v Z=611.90 M 1 SEGMENT 5 DATE 08/28/2024 Z = 639.2E v � v PCMIIII!1111111i� 000813250-03 X = 2360059.35 Y = 6953763.45 Z = 590.99 z z w w Ln w U, Ln OWL BRENTWOOD STAIR RD PCM 000813250-01 v - nnnnc�A nw MEADOWBR CRAIG ST PCM 000813250-04 X = 2361149.9E Y = 6953719.9' Z = 588.02 PC 001 mm"X: o Z= PCM EMC 1 A RAMEY AVE X = 2360028.31 Y = 6946362.86 Z = 590.99 PCM ` ° HIGH AVE EMC 113 p X = 2360343.02 Y = 6946206.72 Z = 588.02 PCM 000813125-03 0°D ,x = ?�r,n4nl 7r, WILBARGER MEN MEN TBPELS ha�ff, SOUTH A POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION POINT NAME I GROUND NORTHING GROUND EASTING ELEVATION 000813250-01 6960804.625 2363855.544 633.610 000813250-02 6961394.838 2362920.060 639.276 000813250-03 6954597.905 2360342.554 590.986 000813250-04 6954597.905 2361433.302 588.022 000813125-03 6944416.533 2360685.012 558.174 000813125-04 6949388.975 2362754.296 572.529 EMC 1A 6947196.429 2360311.514 590.986 EMC 1B 6947040.263 2360626.258 588.022 EMC 2A 6938262.697 2353214.522 611.904 EMC 2B 6938972.855 2353493.626 623.412 EMC 3A 6928997.710 2358889.961 574.673 EMC 3B 6929702.274 2358578.305 566.912 SOUTHEAST CONNECTOR PROJECT UTILITIES OVERALL PROJECT MAP SURVEY CONTROL POINTS File Name: SEC-S00-11-UT-33653.dgn Status: RFC Date: 08/28/2024 Sheet: 4 OF 37 0 800 4000 SCALE IN FEET NOTES: 1. HORIZONTAL COORDINATES IN TABLE ARE SURFACE COORDINATES AND ARE REFERENCED TO STATE PLANE NAD83 (2011), TEXAS NORTH CENTRAL ZONE 4202 IN U.S. SURVEY FEET. 2. PROVIDED SURFACE ADJUSTMENT FACTOR OF 1.00012 USED TO ACHIEVE GROUND SURFACE COORDINATES. 3. VERTICAL COORDINATES IN TABLE ARE REFERENCED TO NAVD88 UTILIZING GEOID 12A IN U.S. SURVEY FEET. RONALD G. KING 0°°00°°°° 81073O°° 0 N A L oo 08/28/2024 F Texas Af © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN j Wj STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 Department of Transportation FEDERAL AID PROJECT NO. HIGHWAY NO. F-2022(675) 1-820 DISTRICT COUNTY SHEET NO. FT. WORTH TARRANT SECTION JOB S00-UT-33653 13 125, etc 0) M 00 N ON d•Yi�Y/� a u uuu�e Y �Mm uu r. a im � � u u w� m �YdKu• i r. u� Y u.,.� wY lug Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B c M 0 0 U W 110 00 0 ro O I 0 U QJ z i O N Ln U a) �o a� c v U U Q O N 4M' ti Q M oLn o�o Ln �0 U W U_ � �� m III t I\ G O �� °�\� z� +' 1�� �� J 3 t� m �` "� � I 01 �.. / IL o 1 SEGMENT 15 ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/28/2024 III w Tk �-A WL-1117 SOO-UT-33662 e . halff TBPELS ENGINEERING FIRM #312 A SOUTH POINT CONSTRUCTORS WL-11168 SOO-UT-33661 0 200 1000 SCALE IN FEET / WL-1128 SOO-UT-33666 1 v7_1 WL-1121 SOO-UT-33664 & SOO-UT-33665 i WL-1118 SOO-UT-33663\\ �.WL-1115 SOO-UT-33658 & SOO-UT-33659 WL-1116A z ° �k'1 s \��� '� O SOO-UT-33660 0 103 O O O O 7� p C) T\ 73 C) NEEDS SPC RELEASE FOR CONSTRUCTION SOUTHEAST CONNECTOR PROJECT UTILITIES PROJECT KEYMAP - SEC-U-0520 SEGMENT 1N File Name: SEC-S00-11-UT-33654.dgn Status: RFC Date: 08/28/2024 Sheet: 5 OF 37 OF T �� -01 °D RONALD G. KING X0 81073 O �� C E N s`�°���`�® p��®s/° ® ANAL �® oo 08/28/2024 Texas Af © 2024 DESIGNED FED.RD. DIV.NO. RGK DRAWN 6 jWj CHECKED LMH APPROVED RGK STATE TEXAS CONTROL 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33654 0) M 00 N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B c �i M 0 0 U w 110 00 0 ro 0 v I 0 U v c v a v i 0 v Ln U N .o a a� v U U Q O 9-0 EN z SHE FIELD P�_ III_j t I I I[ �� � I IL 'P --r4- C L �� � �, _j L r li L r ° TTCALIJ4HAN CT ��� - - - - -r // / / / / / / // ' J' SEE COFW-PK12A FOR - - r ]1r 1- - - / /� / // / / / / /�/ I ABANDONMENT I__���L r _I �-1 ---dill ILL -IL _ ��/ / % �� - CUT & PLUG _ — FF Il — _ _ -- f �/ / / / /o UNKN NORMANDY DR EXIST. 8" CI WL- Jli`I hL� - - -��1 // �// / //�/�/ ` IJ� l L1 IF - I F- REMOVE & SALVAGE 1 / f / // r L EXIST. WM III �y / / /�/ ,, I-�-- '� SEE COFW-PK12A FOR WL-111811121 (UT-11024) 1- �`l ,��Qd� / y // //// _ -��r I L ABANDONMENT ABANDON 508 LF EXIST. - —� —1�ti// I � 8" Cl WL WITH GROUT l J / /,� / //// j h� L,� I 1 � 7- XJNKN REMOVE & SALVAGE J h // /ll /j/ l \MARTHA LN �r EXIST. FH & 6 GV- I III�I ��y//%///-� REMOVE & SALVAGE ° J III L / //// / //%��l/// REMOVE &SALVAGE I I 6-EXIST. WM 1 II IL - 1/// / //// // ///,/� EXIST. ARV III I,i AIL J r W REMOVE & SALVAGE -1 �- JL= - ICI �_ = �// / /O/ / / // //// REMOVE & SALVAGE 4-EXIST. WM V - - // / /Cb�j/%// // // EXIST. 4" GV �� Q _ / M�Ei_ LN i x-_.?1703 w IIcic REMOVE & SALVAGE- 1 REMOVE & SALVAGE III �l� �� % // / / / r EXIST. FH & 6" GV � � EXIST. FH & 6" GV J � 1 ' � /�// � � L WL-1116A (UT-11022) WL-1121 (U T-11068 ) L ABANDON 372 LF EXIST. J N = ABANDON 90 LF EXIS //� // 12" CI WL WITH GROUT z N 12" PVC WL WITH GROUT ' 1 , o Q CUT &PLUG / / � I REMOVE & SALVAGE X-15343-EXIST. WMs x k O EXIST. 12" PVC WLr - -1`�{` a 1(� % ,yam y - - t X-24564 MEADOWBROOK DR7_7 x-O 50.E REMOVE & SALVAGE �NKN� ; Exlsr 12" Cl WL MEADOWBROOK DR 2-E CUT& REMOVE & SALVAGE // / XIST. 12 GV PLUG REMOVE & SALVAGE ]I 2-EXIST. WML /�/j'%� // WL-1115 UT-11021) - I EXIST. I I EXIST. 6" GV N - 1 (/ // /,i ( EXIST. "ClWL I _ I I l ` _ / / ABANDON 490 LF E 6 C �J WL 1116B (UT-11069) f I L �� / 12" Cl WL WITH GROUT ABANDON 70 LF EXIST. GE ��� �I 6" Cl WL WITH GROUT REMOVE &SALVA cl� I 1 �/ // EXIST. 12" GV . _ *,2`� WL-1 (UT-11023) I r / / / ABANDON 135 LF EXIST. 12455i j / // CUT &PLUG - 4" PVC WL WITH GROUT z� L LU, �_- / // EXIST. 4" PVC WL W Ll r �1 ,X-UNKN- / /� ,-.. J 71 F-D -z Iz / // %� / / IL L W x / // q// / ti9 —� - NORMA ST z cc LQ SEE COFW-PKI OA I J �(� i 7i If // /'' /i / //�I \ \ � t— G ] r U FOR ABANDONMENT J -I- L f l �// 1 - / /f llfl / / //%/ // // // - \ \ \ - L f - �O� /� �l X-UNKN J =� L �� // 1// // //�/ � r� PUR1NGTON AVE o ,~ r //_ - I V) ' L JJ I- o _ I- J ///� //// /// / // - r � I �I l _- 111 l/ l/// ����1� // SEE COFW-PKIOA FOR ABANDONMENT z 1— W O BI NE DR x-UNKN I -CC Li�]l r n � / I p � Q LI JJ L I �J UI -_ -IJ� // /� // // f /�P,,, f_�- J1-AL_ -I� L J r J Z 1� / // // /% // /� �) // I -H_ X-UNKN Z �— r 4 n r L J j // // ///� /, /� 5I , — VCL GREENLEE STD # X-UNKN _ -T L - J1 ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/28/2024 OEM MEN TBPELS ha�ff, SOUTH"POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION W J SOUTHEAST CONNECTOR PROJECT UTILITIES EXISTING WATER SYSTEM ABANDONMENT LAYOUT File Name: SEC-S00-11-UT-33655.dgn Status: RFC Date: 08/28/2024 Sheet: 6 OF 37 0 80 400 SCALE IN FEET NOTES: 1. CONTRACTOR AND CITY INSPECTOR TO CONTACT THE CITY'S WATER FIELD OPERATIONS PRIOR TO ALL ITEMS BEING REMOVED OR SALVAGED. 2. CONTRACTOR SHALL PROVIDE DOCUMENTS TO CITY INSPECTOR FOR ALL ITEMS REMOVED AND SALVAGED TO THE CITY'S FIELD WATER OPERATIONS WAREHOUSE. 3. CONTACT WAREHOUSE SUPERVISOR, JESUS RAMIREZ, AT (817) 392-5027 OR WATER SYSTEMS SUPERVISOR, MATTHEW DAVIS, AT (817) 944-8277. DELIVER ALL SALVAGED MATERIALS TO CITY OF FORT WORTH FIELD OPERATIONS LOCATED AT 1608 I1TH AVE. FORT WORTH, TX 76102. 4. ALL SALVAGED MATERIALS MUST BE DELIVERED TO CITY OF FORT WORTH FIELD OPERATIONS WITH IN 5 CALENDAR DAYS. 5. ALL EXISTING WATER SERVICES MUST BE RECONNECTED TO THE RELOCATED WATER LINES. WHERE APPROPRIATE, EXISTING WATER SERVICE PIPE SHALL BE ABANDONED WITH GROUT. 6. CUT & PLUG EXISTING LINES PER DETAIL D007. OF T �� ...................... °0 RONALD G. KING DD 81073 O �� `; E N ® �NAL �® 08/28/2024 F Texas AF © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN j Wj STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33655 0) 00 N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B a o M M 0 0 U W Ln Ln 0 00 0 a �Y//r�/ // - - - 7] SHEFFIE_LD P�- F ITI�IIJ �. //ii �/� //// /i�i�/-TT -TF_7r_E�L�S R_4_7---T--------------- � FLI III JI / �L r L ��/ F- LI , ,y^� �r / /r/r �,ry�j,y�Q// L �j J L Irl r li J CALLAHAN, CTI I- - LIB- - - - - - - F ///i � J� EXIST. ISOLATION VALVE SEE COFW-PK12A I J _---� III III —�,/ /r l J / --�- r _JlJll ILL J� _ ��/ /j / // / / 1 r- LZT J-I Lam- -JF-1� � 1_ /� / 1 ///f� /� /�Gi� // � UNKN/-NORMANDYDR--------- fi---------- III ---I/�'y�Ill/ I �fl III Ili � I I' F� - - �� / / r�\ / r (,�/ l l I^ SEE COFW-PK12A X-UN N LJ jr- M�A---H--LN--y / r�� ti/ -LU - L1J' W i-III IL_- -_-I/ -,I J I=I�_ _ I - III , I I� hIL L L - HI II J I / / / / // / ] ] ] � . �I- IL ��_ - �I �� _ _ �v / / // r0 //// rr 11 /0/ �/ - W I X I L///// // ® - , �� J OC / // ,/ / /-X-21703 ° L ILAMBETH LN I 1 L - I EXIST. ISOLATION VALVE //r �� EXIST. I N I EXIST, ISOLATION VALVE �, / /// /r // r ISOLATION I Ili S�/° / r // // // �/ I EXIST. ISOLATION VALVE o i 0EXIST. ISOLATION VALVE / // // // %/ / VALVE I , j EXIST. ISOLATION VALVE III / f (- �46 n �` WL-1116A I I .L�. -_ X-24564------------I��- -----------I�====_____ �_________� r �—�� —� - -,T�-_ 1 .. �MEADOWBROOKDR } MEADOWBROOK DR— — -N1 X- 9 0.5 — - —, X-UNKN_ L-1 i68 I 11 I I cc EXIST. ISOLATION VALVES 11 L EXIST. ISOLATION�VALVE III EXIST. I 11 I I N I W /// /� ISOLATION I >- - 4// / % // / // ,� I VALVE I W 11 I I rn1 f j-Q1, I 11 I I I WII ���/ / // / / J/ i��S I- I Uj 4LLJ JOC---II X QI-III II / ��� I L (n I r I ,X-UNKN- / // / J U -CL I /� /% % / �/ / // _fir-I�-'�r JI LI I � �f - � I , I II I I 1 l��O l� r / %/ r / /r I� L,zIL_L�ITJ�` r _ _ I � / / // / 4 �a�1� ILLL � � 1 L I Iz / �/ / ( 9 --------------- �r� NORMA-ST EXIST. 1 I I,X �r �/ // % / �7`� -- ~Ir v J II I ISOLATION I I VALVEI �n G ] I SEE COFW-PKI OA �, L�O / \ (l\ �\ ` I '% j 11 f� /�// // �Q -- X-UNKN I I Ln ��'y/= vy CT �URINGTON AVE 110 H1 I LJ I -`5 J n�Vc� �''~j l// //// ///1// I------ 1 Li / �� I 11 I o//l�� °(/VL�1h27A I 1 I // 111 COFW-PKI OA) -� rI L �I �� I - v ll/ l //�/ l/ �_Ll� JL-_Ls 1 , L I / //1._ -_ �-r----I__1------------ -� - r WOODBINE DR X-UNKN 1 z I I I I L1- r r� // ( -1 L - cc I I _ r J! 11 /ll// /� ��O ����I �� \\\ Lj J SEE COFW-PK10A I oc i cn — /// 0 cc LZLI I I I Q I �L JJI -ll- X-UNKN I —--------------r J ///%� /� // //// S� , - - - -- 1---,-----------� r V I CL 1 GREENLEE ST i — — — _! x-U_N11 —� rr ii �rar ��i GRE i 1 Tc- LU Q 1� I — J— L W I�r rlrl . a \ru l'r : I �l I II I I -i 1! I I!xll Ir.rll Irrll ��I h h I 1 ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/28/2024 OEM MEN TBPELS halff SOUTH :POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION I — — — — — — — — — — — - I I I File Name: SOUTHEAST CONNECTOR PROJECT S a - 00-11-UT-33656.dgn UTILITIES RFC Date: PROP. WATER SYSTEM AND 08/28/2024 EXISTING ISOLATION VALVE LAYOUT Sheet: 7 OF 37 ®®� ooAxx OF -01 T �� °D RONALD G. KING 81073 O �� < P4p0 '% C E NAl p��®s/° ® ANAL �® O8/28/2024 Am* Texas Af © 2024 DESIGNED FED.RD. RGK DIV.NO. I DRAWN 6 jWj CHECKED LMH APPROVED RGK STATE TEXAS CONTROL 0008 0 80 400 SCALE IN FEET Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33656 M N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B c Ln M M 0 0 U w 00 0 0 0 v I 0 U QJ C Q) Q) L C L O Q) Ln U Q) �o i a, U U Q O M Q H M o 7 �0 U LEGEND FTW WATER (PLAN VIEW) EXISTING WATER (TO REMAIN) — — — — FTW WTR-D — - EXISTING WATER (ABANDONED) TW WTRWT EXISTING WATER (TO ABANDON) X X -X,—X—XTW� -X X—WTR�D+ + -(- PROPOSED WATER LINE FTW WTR—PROP WATER CASING PIPE -------------------------- i APPURTENANCES (PROPOSED AND EXISTING): WATER GATE VALVE ►� Da WATER REDUCER a FIRE HYDRANT A Q WATER METER ® wM CLEANING WYE FTW WATER (PROFILE VIEW) EXISTING GROUND FINISHED GRADE EXISTING WATER LINE PROPOSED WATER LINE CASING GATE VALVE (NO VAULT, WITH VAULT) COMBINATION AIR VALVE ASSEMBLY WITH VAULT PRESSURE PLUG TEE/TAP EXISTING UTILITY CROSSING* PROPOSED UTILITY CROSSING ///////////A *ACCURACY DESIGNATION IS INCLUDED IN THE EXISTING UTILITY CROSSING DESCRIPTION LABEL AS FOLLOWS: (A) - UTILITY LOCATION BASED ON SUE LVL A (B) - UTILITY LOCATION BASED ON SUE LVL B (R) - UTILITY LOCATION BASED ON RECORD DRAWINGS (U) - UTILITY LOCATION IS UNKNOWN ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/28/2024 OTHER UTILITIES* ELECTRIC — OVERHEAD ELECTRIC — OVERHEAD FIBER OPTIC — — OVERHEAD FIBER OPTIC/CTV OVERHEAD TELEPHONE FIBER OPTIC FIBER OPTIC — — FIBER OPTIC — FIBER OPTIC — — FIBER OPTIC FIBER OPTIC CTV TELEPHONE WATER WATER — WATER — WATER — WATER — — WASTEWATER - — WASTEWATER — WASTEWATER — WASTEWATER - — WASTEWATER — — GAS — PIPELINE — — PIPELINE — PIPELINE — — PIPELINE — PIPELINE — PIPELINE — — — —ONC— — — — —E—D— — — ONCOR — — —ONC— — — ——OHE-D— ONCOR — — —MCI— — — — —TEL-AERIAL- VERIZON BUSINESS — — —SPE— — — — —TEL-AERIAL CHARTER/CHARTER — — —ATT— — — — —TEL-AERIAL ATT ---ATT -----FOC-D--- ATT — — —ZAY— — — ——FOC-D— ZAYO — — —MCI— — — ——FOC-D— VERIZON BUSINESS (FORMERLY MCI) — — —SPE— — — ——FOC-D— — - CHARTER — — —CTL— — — ——FOC-D— — - CENTURY LINK (FORMERLY LEVEL 3) — —CON— — — ——FOC-D— — - CONTERRA TELECOM TERVICE - — —SPE— — — — —CTV-D— — - CHARTER ATT— — — — —TEL-D— ATT — — —FTW— — — — —WTR-D— - CITY OF FORT WORTH — — —KEN— — — — —WTR-D— — - CITY OF KENNEDALE — — —ARL— — — — —WTR-D— — - CITY OF ARLINGTON — — —FOR— — — — —WTR-D— CITY OF FOREST HILL ---PVT -----WTR-D--- PRIVATE — — —FTW— — — — —WW-D— — — CITY OF FORT WORTH — — —KEN— — — — —WW-D— — CITY OF KENNEDALE — — —ARL— — — — —WW-D— — CITY OF ARLINGTON — — —FOR— — — — —WW-D— — — CITY OF FOREST HILL — — —PVT— — — — —W W-D— — — PR 1 VATE — — —ATM— — — — —GAS-D— — - ATMOS — — —BLU— — — — —PL-D— — — BLUE STONE NATURAL — — —COW— — — — —PL-D— — — COWTOWN (SUBSIDIARY OF CRESTWOOD) — — —ETR— — — — —PL-D— — — ENERGY TRANSFER — — —FHR— — — — —PL-D— — - FLINT HILLS — — —SUM— — — — —PL-D— — - SUMMIT MIDSTREAM (DFW MIDSTREAM) — — —WLM— — — — —PL-D— — — WILLIAMS *ONLY EXISTING SUE LVL D LINESTYLES SHOWN (AS GENERAL REPRESENTATION OF ALL UTILITY LINESTYLES) OTHER UTILITY STRUCTURES MANHOLE HANDHOLE 0 POWER POLE OEM MEN TBPELS ha�ff, SOUTH A POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION GENERAL EXISTING R.O. W. — — — PROPOSED R.O.W. — — - - — - - EXISTING PROPERTY LINE EXISTING EASEMENT - — — — — — — PROPOSED EASEMENT (PRELIMINARY) - - - - - - - - - - - - PROPOSED EASEMENT (FINAL) - - - - - - - - - - - - - FLOODPLAINBOUNDARY-------------- DRAINAGE EXISTING STORM PIPE/BOX(REMAIN)--------------------- EXISTING STORM PIPE/BOX (ABANDON)-C D(- X -)C DC X-X DC 17 X DC DC- PROPOSED STORM PIPE/BOX STORM CURB INLET STORM GRATE ❑® STORM HEADWALL ------------------- STORM DITCH = - STONE RIPRAP CONCRETE RIPRAP 0 CIVIL CONCRETE BARRIER RETAINING WALL NOISE WALL TRAFFIC & LIGHTING (NTS) TRAFFIC POLE LIGHT POLE HIGH -MAST LIGHTING BORED CONDUIT GROUND BOX ELECTRICAL SERVICE CONNECTION SIGNS LARGE SIGN SMALL SIGN SOUTHEAST CONNECTOR PROJECT UTILITIES LEGEND File Name: SEC-S00-11-UT-33657.dgn Status: RFC Date: 08/28/2024 Sheet: 8 OF 37 °°°°°°°°°°°°°°°o RONALD G. KING 0°°°°°°81073 0-1 TC E N 0 N A L oo 08/28/2024 F Texas Af © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN j Wj STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33657 0) M co N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B c 06 Ln M M 0 O U w 00 0 H O 0 v I 0 U v c v c 0 v Ln U a) 0 i a� c v u U Q O 00 � � 00 Q o � 0 N O Lrl o-0 Ln 7 U FLATSAT BRE/VTUI/000 LL C 2188E L OOP 920 0 HARROD ADD/T101V II I II BLOCKI, LOTIA q '46' STA 1 +00.00 WL-1115 CONNECT TO PROP. 8" o �� X WL-1118 AT STA 1 +00.00 CONNECT TO TEE OF PROP. 12"j WL-1121 TEE STA 6+94.22 �` I BEGIN 12" WL-1115 N=6958022.97 \� E=2361664.51 obi I P PROP. PERM. VARIABLE WIDTH i I COFW SEWER EASEMENT EDGE OF PROP. DRIVEWAY PAVEMENT STA 1 +02.63 WL-1115 INSTALL: 1-12" GATE VALVE N=6958021.36 ' - E=2361666 591 I PROP. PERM. 10'x10' COFW WATER EASEMENT. PROP. 8" SS-3112 (COFW-PK11 B) EXIST. 10' i UTILITY EASEMENT i i / PROP. 12" WL-1121 1vl 1< i � D I ' I O' PROP. 8" WL-1118 12.17' I i PR( V++-f—I �Fti 11 STA 1 +04.75 WL-1115 BEGIN CASING INSTALL BY OTHER THAN OPEN CUT � I I INSTALL FLUSH MOUNTED CASED O CROSSING TEST STATION D151 N=6958020.06 �, I E=2361668.2 7 , in SDI , o I II II n u „ n u ' „ u u u u n I u I THICK, 245 LF 318" -X- �- HICK, 24" DIAMETER STEEL CASING PIPE BY OTHER THAN OPEN CUT WITH 12" DIP I WX TER CARRIER PIPE II �� II. 12" WL-1115 81 °04'05" !I n II II n I 1- t \Vd i ? III *I iIV++l---- HHl .I ' n .► Il +00 3+00 rJ rr rr „ 11 rr rr II II I J rr rr rr rr II II rr a II IV rr rr " II O rr rr u I rr rr p II rr rr p II I rr rr II u r— rr rr II II rr rr II �� rr rr „ II i rr rr 0, rr rr r, rr rr r I rr i, 640 WL-1115 640 ---------------------- 245 LF BY OTHER THAN OPEN CUT 10 LF TRENCH REPAIR PER DETAIL D 635 635 EXIST. 4" GAS (B) _ (TO BE ABANDONED) 630 EXIST. 8" WATER (A) 630 - EXIST. 8" SEWER (A)- (TO BE ABANDONED)------------------------------------------------------------------------------------- --------------------------------------------------- (TO BE ABANDONED) FINISHED GROUND 625 — — EXIST. GROUND PROP. 36" STORM 625 - ----- - ------------------------- ---------------------------------------------------------------------- PROP. 8" SS-3112 PROP. 24" STORM �\ _ _ _� EXIST. 42" STORM (U) (COFW-PKI 1 B) - _ (TO BE ABANDONED) 620 PROP. 24" STORM 620 --- --------------------------------------------------------------------------------- ----------------------------------------------------------------------F---------------------------------- ------ -- -------------- ------------------------ -- PROP. 8' GAS C0 Un �' u M �0 7.63 ' u (2' MIN) 7.68' 615 ----' 0 (4' MIN) f' 615 ------------------------------------------------------------------------------ ------------------------- - 7 LF VERTICAL 12" DIP WL J 2.02' - (2' MIN) r N 3.02' 2.02' (2' MIN) ---610 �' / - ---- ------ ----- ----- --- -777 ------610---- - - -- - ------------------------ / f - 250 LF 12" DIP WL @ -0.93 w IN 245 LF 318" THICK 24" STEEL CASING PIPE BY ,y OTHER THAN OPEN CUT - - - 605 ,y ,y 605 N 1-1ti J CL •—I w� 0 0000 0�0 w �OOLnoNoWz - Q "I Q-q 600 � cc cc " -j U � U z � 600 --------------------------------------------------- -1cooON N00 1Q II ------------ J = OOO��a1 ��-1N �Uj CC Z Z Z N� +wW~UJUO �JO OI�=Q Q Q ,-IZZz JQj II + UQ C� U QzzOw�oco_ Qua QC�Oa CL a w I_OOwwzwO I-z0 I-O O O O 595 cn v U m _ I- �n _ I- cn o0w�0o-I- I- I- I- 595 0+00 1+00 2+00 3+00 3+50 ISSUE RECORD ;■: naLtr SOUTHEAST CONNECTOR N0. DESCRIPTION DATE NEEDS S PC 0 RELEASED FOR CONSTRUCTION 08/28/2024 I TBPELS ENGINEERING FIRM #312 PROJECT File Name: SEC-11-UT-33658.dg n Status: iSOUTHAPOINT- - UTILITIES RFC RELEASE FOR Ddte CONSTRUCTORS CONSTRUCTION WATER LINE RELOCATION 1115 08/28/2024 PLAN AND PROFILE - STA 1+00.00 TO STA 3+50.00 Sheet: 0 NOTES: H 0 20 40 VO 4 8 SCALE IN FEET 1. MINIMUM DEPTH OF COVER SHALL BE 48 INCHES FROM FUTURE AND PROPOSED SURFACE TO THE TOP OF PIPE, UNLESS OTHERWISE NOTED ON DRAWINGS. 2. ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL HAVE RESTRAINED JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS. 3. MINIMUM RESTRAINED LENGTHS: FOR 12" PVC: PLUGS TEES AND VALVES - 126 FT BENDS* 900 - 45 FT, 450 - 19 FT, 22.50 - 9 FT, 11.250 - 5 FT FOR 12" DIP: PLUGS TEES AND VALVES - 89 FT HORIZONTAL/VERTICAL UP BENDS* 900 - 83 FT, 450 - 35 FT, 22.50-17FT, 11.250-9FT VERTICAL DOWN BENDS* 900 - 177 FT, 450 - 74 FT, 22.50 -36FT, 11.250 -18FT (*LENGTH ON EACH SIDE OF BEND) WARNING EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIONAL NOTE ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. OF 7 10 F�°9s�o00 °RONALD G. KING° 81073 < ® �NAL �® oo 08/28/2024 F' Texas Department of Transportation Af © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. R DRAWNN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SHEET E T CHECKED TEXAS FT. WORTH TARRANT LMH I CONTROL SECTION JOB S00-UT-33658 APPROVED RGK 0008 13 125, etc M) 00 ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B ° STA 4+70.42 10. 00' LT WL-1 EXIST. 10' UTILITY 0 °\\� \' 6' DIA. MANHOLE PER D105 \ EASEMENT /l PROP. PERM. VARIABLE WIDTH p N=6957803.55 6`' / COFW WATER EASEMENT E=2361963.12 ' \ \o x \� FTW BROIrU/V &GREEN //VI/ESTME/VT GROUP CORD S 6309 MEADO14/BROOKDR PROP. 12" WL-1 11 6A ° o PROP. 12 WL-1115 , • �00 /WEADO14/BROOKTERRACEADD/T/OAl \ WT A BLOCKI, LOTI STA 6+29.29 WL-1115 INSTALL: 1-12 GATE VALVE / EXIST \\ o \ TW N=6957638.46 ILW 115 ` • E=2361963.14 SIDEWALK 0 STA 4+83.60 O 1 I I STA 4+67.92 WL-1115 DEFLECT 03 130 RT Rom, �' D ° END CASING INSTALL BY100) - INSTALL ABOVE GROUND MARKER • . ` _ �p / �Q OTHER THAN OPEN CUT N=6957784.12 e` INSTALL FLUSH MOUNTED CASED E=2361960.67 % 6� /l � AL CAAITAR MANUEL O O l CROSSING TEST STATION D151 d STA 4+73.93 WL-1115 • . a 6363 MEADO14/BROOKDR l N=6957797.45 DEFLECT 48O 001 001 1 RT BRA/VDO/V,/ESURI/EY l �E=2361955.22 INSTALL: 1-45° BEND ' S� INSTALL 118 LF 3/8" �. W/ HORIZONTAL BLOCKING A95TRACT209 TRACT7A Q -� THICK, 24 DIAMETER \ ! INSTALL ABOVE GROUND MARKER / Q STEEL CASING PIPE �� N-6957793.76 STA 6+31.70 WL-1115 V� BY OTHER THAN OPEN E=2361959.97 INSTALL: 1-12"x8" TEE �'C CUT WITH 12 DIP 2 / INSTALL ABOVE GROUND MARKER S I WATER CARRIER PIPE \ �\ END 12" WL-1115 / / W J� / PROP. 8" WL-1117�', ° STA 4+70.42 WL-1115 CONNECT TO PROP. 12 1 i � o INSTALL: 1-6" STANDARD O WL-1116A AT STA 1 +00.00 a ° O 0 2� BLOW OFF ASSEMBLY CONNECT TO PROP. 8" / o -9 N=6957795.92f \4 WL-1117 AT STA 1+00.00 o D o \ G1 E=2361957.19 N_ 6957636.04 °\ E-2361963.18 640 WL-1115 118 LF 142 LF TRENCH REPAIR BY OTHER THAN OPEN CUT PER DETAIL A FAI of 19 LF TRENCH REPAIR PER DETAIL D Ln 635 FINISHED GRADE 635 ------------------------------ --------------------- 0 Ul)0 630 630 --------------------------------------------,----------------------------------,---------------------------------;----------------------------- ----EXIST. GROUND -------------------------- LIQ Ln EXIST. GROUND/ FINISHED GRADE 00 j 0 625-1-----------------------------------------;----------------------------- ------------------------------------------------7 LF--------- 625 12" DR 14 _ PVC WL EXIST. 8" GAS (B) _ @ 0.20 / (TO BE ABANDONED) PROP. 12" / N PVC WL-1116A 4' MIN @ 0.2 /o 0 v620 / -------------------------------------------------------------------- --- 620---- ---------------------EXIST. 60" STORM (U) ---------- --------------;----------------------------- - �I _ PROP. 36" (TO BE ABANDONED) o STORM 141 LF 12" DR 14 PVC WL a) @ 2.5 6 13.30' 615 ; (4' MIN) 615 ------------ -------------- -I- ------------------------------- 10.95 9 LF 12" DIP WL Q, 2.021 @ 101.85 (2' MIN) 1.34' 610 - 610 --------------- -- ------ Y ------ -----�----------,r--------------------------- --------------------------------------------------------------- --------------------------------------------------------------------------------------- 124 LF 12" DIP WL @ -0.93 Ln IN 118 LF 3/8" THICK 24" STEEL CASING Q 605 PIPE BY OTHER THAN OPEN CUT '-� 605 4 - -- - -- - ------ '0 LU U NN Ln a z rn Ln Q Lf1 z ul H z Lnul � ul 00 CL Uj M �-i 0[ J H �1 H rr� H r-I H w H W � O tiOW� HQm ti- tir'r1 ,y� �� ,yW zz_600 -�oNJ_° �'wo ' H'�JOON 600 2 00" cc -------------------------------------- --------� m --- ------------------------------------o- ------ < EL Q----�Urn OO Z1 o U �U IflWWLn D�Wo H r� �o 00 �1,0 H N�� NJQ0 rr) � Q Q +~ 2 Q + J O + U J + U J + U + J + J N W W 00 0- U C) d�I-C� dQ� II II d JQW II d JQW II J II II �Q II �Q'�zz II N o 0 a- Qcn40 a0 QWc~n�0 QWc~n�0 QW0 a0 Q�0 Q�z00p' 595 I- I- tnwool- cnzool- I- tnQz�l- cr�Qz�l- cnQl- I- cnzl- cnzWUUI- 595 �o----------- N 3+50 4+00 5+00 6+00 7+00 N M ISSUE RECORD ■ ■ N i NO. DESCRIPTION DATE :': naLon SOUTHEAST CONNECTOR ( A 0 RELEASED FOR CONSTRUCTION 08/28/2024 I TBPELS ENGINEERING FIRM #312 NEEDS S P C PROJECT File Name: SEC-S00-11-UT-33659.dgn N U I Status: '�RELEASE FOR UTI LITI ES RFC SOUTHPOINT Date: Q � i CONSTRUCTION WATER LINE RELOCATION 1115 08ee Q U CONSTRUCTORS 8/2024 PLAN AND PROFILE STA 3+50.00 TO STA 6+31.70 10 OF 37 0 H 0 20 40 VO 4 8 SCALE IN FEET NOTES: 1. MINIMUM DEPTH OF COVER SHALL BE 48 INCHES FROM FUTURE AND PROPOSED SURFACE TO THE TOP OF PIPE, UNLESS OTHERWISE NOTED ON DRAWINGS. 2. ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL HAVE RESTRAINED JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS. 3. MINIMUM RESTRAINED LENGTHS: FOR 12" PVC: PLUGS TEES AND VALVES - 126 FT BENDS* 900 - 45 FT, 450 - 19 FT, 22.5°-9FT, 11.25°-5FT FOR 12" DIP: PLUGS TEES AND VALVES - 89 FT HORIZONTAL/VERTICAL UP BENDS* 90°-83FT, 450-35FT, 22.5°-17FT, 11.250-9FT VERTICAL DOWN BENDS* 90°-177FT, 450-74FT, 22.50 -36FT, 11.250 -18FT (*LENGTH ON EACH SIDE OF BEND) WARNING EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIONAL NOTE ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. OF T �� ® C� AF�9s�o00 ��` 00000 °RONALD G. KING... INGo°° ° 81073 P4p0 �° T C E N s`�°���`�® ° ® 0NAL �® �o 08/28/2024 F' Texas Department of Transportation Af © 2024 DESIGNED FED.RD. HIGHWAY DIV.NO. FEDERAL AID PROJECT NO. NO. RGK 6 F-2022(675) I-820 DRAWN jWj STATE DISTRICT COUNTY SHEET E T CHECKED TEXAS FT. WORTH TARRANT LMH I CONTROL SECTION JOB S00-UT-33659 APPROVED RGK 0008 13 125, etc 0) 00 ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B O 0 0 0 M M 0 U Lu 0 0 0 0 v I 0 U v c v v c 0 v Ln U a) •o i a� Q� u U Q O o M M � N ko Q o � 0 0 N O Lrl O 7 �0 U PROP. 15' PERM. COFW WATER EASEMENT STA 1 +44.36 6.50' LT WL-1116A INSTALL: 1-STD. FIRE HYDRANT ASSEMBLY PROP. 12" WL-11151 END LAT-01 REEDDA/V/VYTHOMAS N=6957630.04 REED DA/V/VY T 14/0LFGA/VG TERRY/ 6405MEAD014/9R001tDR BROWN & GREEN11VV1ESTME/VT GROUP CORP % E=2362004.80 640Z MEAD014/BROOKDR N/EAD014/BROOK TERRACEADD/T/O/V 63I7 MEADOl4/BROOKOR 63091WFAD014/BR00KOR 9,EA11VETTLE01VARD CETAL MEAD014/9ROOK TERRACEADD/T101V MEAD01419ROOK TERRACEADD/T/O/V BLOCKI, LOTS IWEAD014/9ROO/< TERRACEADD/T/O/V 6313 MEAD014/9R001<'DR BLOCK Z, LOT 4 (14/ATER 5,ERVICEALO/I/G �- BLOCKI, LOT 1 MEA0014/BROOK TERRACEADD/T/O/V BLOCKI, LOTS EASTER/V PROPERTYL11V 7 STA 1 +02.42 WL-1116A BLOCKI, LOT2 STA 3+55.28 25.79, LT WL-1116A INSTALL: 1-12" GATE VALVE STA 2+07.07 35.78' LT WL-1116A INSTALL: 1-1" WATER SERVICE STA -4 31.45' LT WL-1116A - INSTALL: 1-1WATER SERVICE WITH BOX PER D116 INSTAALL:LL: 11-1" WATER SERVICE STA 4+44.41 WL-1116A " N=6957633.63 WITH BOX PER D116 E=2361963.22 WITH BOX PER D113 (EMPTY BOX) RELOCATE BACKFLOW RELOCATE BACKFLOW -- INSTALL: 1-12" CLEANING WYE - - - - - - - N=6957635.39 - - - - - - - - - - - PREVENTION DEVICE N=6957602.57 E-2362051.91 - - - - - - - END LAT-02 �� m �� PREVENTION DEVICE_ - E - - _ - - - - _ _ _=2362289 68 _ _ _END LAT-03 _ _ i�- - - - -- -❑-MHO- - - - NO- --_- - - - - - - / I - - - - -� � STA 4+61.44 WL-1116A -- T _____________ ---- ❑-sd�-'--N=6957627.25- -S� -- N=6957633.11 o „ o STA 2+19.62 35.83 LT WL-1 116A 1 _� E=2362200.23: E-2362217.23 DEFLECT 23 33 16 RT INSTALL: 1-1" WATER SERVICES - INSTALL: 1-45' BEND S S� _ WITH BOX PERD116(EMPTYBOX) - -------J r STA 4+42.33 WL-1116A W/ HORIZONTAL BLOCKING N=6957635.59 I % Q-- J N=6957606.75 - I �_� '� X CONNECT TO 1 " WATER SERVICE E=2362064.46/ o = - E=2362305.83 x-UNKV PROP. 12 WL-1116A N_6957602.54 E=2362287.60 �- X X- �F -x- X X-XTM- X- *WV-X X X- X-X�)0-X X X- W*F X X-FWW �E �C X-�CTFaEB �E X-X FXrWX I X- X WEE �C-X wX �C x �XX -X- I< WT - XTW WTR�PROP �TW WTR-PROP TWA IWTR-PROP PT R-I ~ 2+00 MEADOWBROOK DR 3+00 -- _ - - _ - - _ _ ; 4tQ0_ _ _ _ _ __ __ __ -- _ _Q _ _ STA 4+66.44 WL-1116A _ $ �- __ _ -END 12" WL STA - - STA3+55.28WL-1116A-1-=---_-=-=-_-- _-=-=-===1===-- \ STA 2+19.62 WL-1116A CONNECT TO 1" WATER SERVICE- - �1 „ ►� 2 0000NNECT TO EXIST. 12" DIP E=2361991.57 CONNECT TO 1" WATER SERVICE _ _ _ _ BEGIN LAT-02 4 WL AT STA UNKN (X-UNKN) STA 1 +44.36 WL-1116A N=6957599.76 - _ _ - - " - N=6957601.45 �„ 4;; E=23623 10.83 STA 1 +39.19 WL-1116A E=2362064.91- �- - E 2362200.55 INSTALL: 1-12 x6 ANCHOR TEE _ / STA 3+93.50 WL-1116A�-- DEFLECT 45012'18'' RT - 1-6" GATE VALVE11 - - 20+00 " STA 3+72.34 WL-1116A INSTALL: 1-12"x8" TEE _ _ Q STA 4+51.45 WL-1116A -WW-D_ INSTALL: 1-45' BEND CONNECT TO FH LEAD - - _ - 8- - - CONNECT TO 1" WATER SERVICE CONNECT TO 8" WL-1116B� TW -1 WW-B - W- DEFLECT 23030'00'' LT W/ HORIZONTAL BLOCKING _ _ _ - STA 2+07.07 WL-1116A d � INSTALL: 1-45' BEND _ BEGIN LAT-03 a y - N=6957601.93 I ,� BEGIN LAT-0110 CONNECT TO 1" WATER SERVICE T _ R$E W/ HORIZONTAL BLOCKING INSTALL ABOVE GROUND MARKERS ., N=6957601.67,E , E=2362238.78 Its+UU N=6957629.00 N=6957599.61 , - I ��' N=6957602.65 N=6957625.39 E=2362217.62 _ � STA 4+42.33 39.69' LT WL-1116A _ - - - - - - - -- 052.36 - - W '" '" INSTALL: 1-1" WATER SERVICE - E=23622- 6.72 - - - - I E-2362000.27--- __ - _--_ __-___ _ E-2361996.56 E- �_ - Xr,Y/X-- - STA 1+81.73 WL-1116A - - _ I_ I� WITH 80X PER D116 - - - - - - - - - - - W STA 4+49 12 WL 1116A o _ m " " - N=6957562.85 - - INSTALL: 1-12" GATE VALVE \ N=6957602.62 DEFLECT 45 00 00 RT - X ,: PROP. 8" WL-1117 LA UR/E//VDUSTR/ESLLC x- 8 1� <� L� " " ' O MERGEh'OLD//VGSLLC I INSTALL. 1-45 BEND- -� � � � � , E=2362288.09 6300 MEAD014/BROOKDR � 6324 MEAD014/BROOKDR X ' ; b E=2362294.39 _ � W/ HORIZONTAL BLOCKING a a k v ,I �� $>k II MEA0014/BROOKPART/I/ERSLLC 141H/TT//VGTON,, ND SUBD/I//S/ON SAFEWAKADD/T101V #2 N=6957599.29 ° � PROP. 8" WL-111a6B 6420MEAD04BROOO LOT3R LOTALL E-2362027.02CRA//VS�- EML SUBD///S/O/V LOT Z 640 WL-1116A 640 83 LF TRENCH REPAIR 9 LF TRENCH REPAIR 161 LF TRENCH REPAIR 17 LF TRENCH REPAIR 71 LF TRENCH REPAIR 20 LF TRENCH REPAIR PER DETAIL A PER DETAIL G PER DETAIL A PER DETAIL G PER DETAIL A PER DETAIL F 12 LF TRENCH REPAIR 635 PER DETAIL 1 635 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- EXIST. 12" WATER (A) EXIST. 4" GAS (U) (TO BE ABANDONED) (TO REMAIN) 1 EXIST. 6" WATER (A) 630 PROP. 24" STORM O BE ABANDONED) D) 630 ------------------------- -------------- �--------------- --- ------------ 11--------- EXIST. GROUND l i FINISHED GRADE PROP. 24 STORM EXIST. 18" STORM (A) EXIST. GROUND/ (TO BE ABANDONED) I EXIST. 4" GAS (A) FINISHED GRADE _ - - EXIST. 4" GAS (A) 625 I \ice ---- -- --- - �- --- -- ------------------ (TO REMAIN) PVC WL PROP. 12" (2' MIN) 3.87' �2.68' PVC WL-1115��� @ 0.20% 3.42' (2' MIN) r 620 - --PVC 12" 620 39 LF �----------- --- 12" DR 14-------- ------ - --- ---------- -- --,----------------------------------------------------------------------------------,---------------------------------------------- ----- -------------------------- ---- ---------- ------------- � PVC WL - PVC WL 43 LF I 10.38' @UNKN SLOPE @ 0.20 % 12" DR 14 - (4' MIN) PVC WL - 7.37'rn @ -6.89 % o 615 9 - 10 LF 615 --------------------------------- ---- ----------------------- --------------------------------------- _M --- -12 DR 14- ---- 2.00 168 LF r 1 d r r (2 MIN)PVC WL ' r (2' MIN) 73.56% 12" DR 14 ', N z PVC WL Q O o @ -3.41 % J 102 LF Ln Q Q m 12" DR 14 610------------------------- --�- ------ -- ----------------z-------------------------- �-------------------------------------- - -------------------------------- -_ ------------------------------�- --- PVC WL ----- -----610---- w Q °p Q v v v v @ -0.20% U Q J J U LU -I W W _ W W W Q- QQ Q Q- Q Q- Q Q Q Q Q Q _ Q Q QQ Q- Q- Q cV oo o� o� oM o?� ko otn oLn o0 oLn otn o oLn o0 o> od oCo o H Q ^I w '-� m J H H H H H r-I CC '~ CC 'y H ' z 'y pC r-I W r-I Z ti Q H w H H �-i M H tia�ti ti~ HQm H� tiaLn N ti� HW HW �O HW HW HI-� HW tiW 605 J J V' J O J o J Q J Q J o J Q J Q J X J Q J U J (' J o J o J605 a a J _----------� a W a II ------------- ----------- °�--- N N M M o W --- --- --- J J o III lfl o N NN �00 Odl d Oo BOO oo0O0O�ry �,_Icv rnNQN �zN MOOOo �aM �00oO� �Oo M ��� �OO MOO ONOLr� ',`� M0�t "�rn�Id' (N"4 mad �z� ��4N VN N~N �t~WN 01�N �Ff-WN �-i�� ICI-" a1i-� r�-� O�� Ln1-- c�f� m ~f�m -4-I �j�M ��-IM �i-I�'1 �(rl �O O ODUeyo O-Io rn o M o 40 o �o o OUo HUo �I � lf1U-� �U-�� �tiUH � d �� � ti H '� H '-+ N o~~N +WW +J +JJ +U +W2 +U +W +W +U +WNO +WM� +JWO +W +JO +J� +VO +U� +NWO ,-izZz II �-IQ II �QQj II ,y J II �zW II H J II II Nz II Nz II II �,� J II Mzo II Mzo II MJz II II tZ II 'I II 'I II d. J II d J II d.~z II QOOWO Q��CL Q��O QWaO QOa0a0 QWaO O QOO QOO O QWO QOQO QOQO QQOO 'O QOp QcOn� QvOi� QW� QWaO Q�OO 600 cn00001, cnzF- cnzQO cnOO cnU1-1- LnO1- - cnUF- cnUO I- BOO �U�F- cnUJI- �nzUF- O cnUO cnzO cnzO U-)Q cn�O cnWUO 600 0+50 1 +00 2+00 3+00 4+00 5+00 ISSUE RECORD ;:: haLff SOUTHEAST CONNECTOR PRO ECT File Name: N0. DESCRIPTION DATE � NEED PSEC-S00-11-UT-33660.dgn 0 RELEASED FOR CONSTRUCTION 08/28/2024 I TBPELS ENGINEERING FIRM #312 S S C Status: � A RELEASE FOR UTILITIES Date: SOUTHPOINTRFC CONSTRUCTION WATER LINE RELOCATION 1116A 08/28/2024 CONSTRUCTORS PLAN AND PROFILE STA 1+00.00TO STA 4+66.44 5heet11OF37 STA 1+00.00 WL-1116A-s f CONNECT TO PROP. 12" WL-1115 AT STA 6+31.70 s CONNECT TO PROP. 8" ' + - WL-1117 AT STA 1 +00.00 BEGIN 12" WL-1116A N=6957636.04 ; E=2361963.18 STA 1 +04.75 WL-1116A ' DEFLECT 4405700'' LT INSTALL: 1-45' BEND W/ HORIZONTAL BLOCKING T -X INSTALL ABOVE GROUND MARKER -, N=6957631.281j o -� E=2361963.261 STA 1 +08.75 WL-1116A \ - DEFLECT 45000'00'' LT INSTALL: 1-45° BEND T X X- XtW/ HORIZONTAL BLOCKING dS- INSTALL ABOVE GROUND MARKER N=6957628.51 E=2361966.13_X x IN STA 1 +34.19 WL-1116A INSTALL: 1-2" POTABLE COMBINATION AIR VALVE ASSEMBLY AND VAULT N=6957628.92 H 0 20 40 V0 4 8 SCALE IN FEET NOTES: 1. MINIMUM DEPTH OF COVER SHALL BE 48 INCHES FROM FUTURE AND PROPOSED SURFACE TO THE TOP OF PIPE, UNLESS OTHERWISE NOTED ON DRAWINGS. 2. ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL HAVE RESTRAINED JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS. 3. MINIMUM RESTRAINED LENGTHS: FOR 12" PVC: PLUGS TEES AND VALVES - 126 FT BENDS* 900 - 45 FT, 450 - 19 FT, 22.5°-9FT, 11.250-5FT FOR 12" DIP: PLUGS TEES AND VALVES - 89 FT HORIZONTAL/VERTICAL UP BENDS* 90°-83FT, 450-35FT, 22.5°-17FT, 11.250-9FT VERTICAL DOWN BENDS* 90°-177FT, 450-74FT, 22.50 -36FT, 11.250 -18FT (*LENGTH ON EACH SIDE OF BEND) 4. SEE SHEET S00-UT-33667 FOR LATERAL PROFILES. WARNING EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIONAL NOTE ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. OF °°°°°°°°°°°°°°°o °0 RONALD G. KING °tea°°°°°°81073 O��o o� <Tc E N SRO \��® oNAL 08/28/2024 F' Texas Department of Transportation Af © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. R DRAWNN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SHEET E T CHECKED TEXAS FT. WORTH TARRANT LMH I CONTROL SECTION JOB S00-UT-33660 APPROVED RGK 0008 13 125, etc 0) 00 ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B c ^i M 0 0 w 110 00 0 ro 0 0 v I 0 U v c v a) c 0 QJ U a) 4-1 i a� v U U Q o W U_ �I :3: I II T+ I� N X !I J� PROP. 12" WL-1116A Sdi EXIST. 10' x „ O UTILITY EASEMENT STA 1 +06 32 WL-1116B I , DC STA 1 +39.61 WL-1116B EXIST. 25 INSTALL: 1-8" CLEANING WYE x � �� ' �� UTILITY EASEMENT N=6957595.61 x �= " I" m I I DEFLECT 44°59'53'' RT STA 1+02.25 WL-1116B E=2362238.86 _ I INSTALL: 1-45° BEND INSTALL: 1-8" GATE VALVE _i l O ' W/HORIZONTAL BLOCKING - - - r- -- 7 - - - N=6957599. 68 I O �INSTALL ABOVE GROUND MARKER E=2362238.80 I N=6957562.33 STA 1 +00.00 WL-1116B x E=2362239.27 CONNECT TO TEE OF PROP. 12" '� ° FTW r I PROP. 8" WL-11168 I I WL-1116A AT STA 3+93.50 0 BEGIN 8" WL-1 rtI II _ I I LL M -fTM = -D-- - - ------- - ------- ---- I- - - -- - - - - - - - N=6957601.93 ' ;; oo STA 1 +79.17 WL-1116B M/OLFGA11/G TERRY/ I INSTALL: 1-8" CLEANING WYE - -GAS-D- 640IMEADOI�I/BROOKOR E=23 8.78 ��,�� �- _� �- --GAS-D-----ATM-----GAS-D-----ATM-----GAS-D--- N=6957533.49 /�IEA0014/BROOKTERRACEADD/T/O/V (' x " I " �� "�' E-2362212.95 I �*X-UNKN a, - MCGEE ST -x-IXT I _ - BL KI,L T4i � I MX--F-X X Ix -x-x-,v, _x - --MIS-----n-N1M--- ❑-HIM-M1H-----0-HIM----- 0-HIM-----M "� STA 1+96.77 WL-1116B - -- END 8" WL-1116B ''' DEFLECT 44`W L-1116B MM - -I�i - - - INSTALL: 1-8 x6 REDUCER + °57'48'' LT dD CONNECT TO EXIST. 6 WL _ -❑-MM- - - - -Ml�- - - - -❑-MM- - _ - -M1�- - - - - M1�- - - - -I REED DA/I//VYT - -� T� � � � -W1'� �� ❑-MM- - - - - 63171WEAD0W9ROOKDR INSTALL: 1-45 ° BEND-dgSdD-H�-W1d ��+-dgSdS ' - - _ N=6957515.88 MEADOUBROOKTERRACEADD/T/ON, HORIZONTAL BLOCKING -------- E=2362213.16 -W1d BLOCKI, LOTS N=6957535.32 -dgSdD �W1d dgSdS-�P�- WWlldd-- +H-dbggSSbdSS-, , -WWl1db -+�,- - I E=2 2212. STA 1+83.24 WL-1116B----------------� I 36 93 V �� INSTALL: 1-8" GATE VALVE x ~ I. I° N=6957529.41 XE=2362213.00 - ---------------------------------------- 635 WL-11168 635 11 LF TRENCH REPAIR 59 LF TRENCH REPAIR 27 LF TRENCH REPAIR PER DETAIL G PER DETAIL A PER DETAIL E EXIST. 4" GAS (U) _ 630 630 (ALREADY ABANDONED) --------------------;------------------------------------------------------ EXIST. 6" SEWER (A) EXIST. GROUND/ (TO REMAIN) EXIST. 4" GAS (U) FINISHED GRADE EXIST. 30 STORM (U) (SEE NOTE 4) (TO REMAIN) _------J EXIST. 18" STORM (U) --- (TO REMAIN) � ___------ (TO REMAIN) _ - EXIST. GROUND _- 2 LF 625 __---- 8" DIP WL 625 - FINISHED GRADE - - ------------- ---- _ - -- - --- - 3.9 7/-------- ----------------- ----------------------------------------------------- -------- - I N EXIST. @ °o --- ��- ----- -------------- -' 6 Cl WL @ UNKN SLOPE � � r ---620-------------------------------- PROP. 24" STORM { - ----------------------------------------------------------------------------------------------- 620 ---- - - ----------------------� ; li it � li iiJli �I �I J z 7.17' 00 z 10 LF 8" DIP WL 615 4. 00' 3.09' @ 103.97% 615 -------------- ------ (2' MIN)--------------------------------------------------------------------------- ----2' MIN U�r �r 85 LF 1 8" DIP WL 1 @ 0.20 610 - 610 ----- --------------------------------------------------------------------------------------------------------------------------------------- Q ,y J I I 605 ------------- N--------------------------------------------------'-------------------- -- --------------- 605 Q a LU W J CC MCC mJ MV' M mJ m_ M- 00 LU a � Q fo z z co Q - � co ko - HLL H� r-IOOp r-IHp H �� �-I O 00 �-I W H ti H W H- z ti z ri W H l0 ^I � ti W � W ^I � � OO W Ln W ti � U-) 600 J W ~ JQ JJ JJ JQ Jo CO J° m JCp�� 600 --------------------------------------------------------------------------------------------� - -----� Q7 ----- U------------ V--------- O-----------� �o °-------- m °--------------- �I W a) - rn - o - Ln - �o �r Ln t Ln ,y X Q) ire) NooM NCO �aoi d CO U-) oad Ln �zd-1,o ^�-IOoo�o OVopl0 OJLO O J" I NJl0 Jl0 Jl0 0) Jl0 V Jl0 +W +J +J +J +J +V J +V J += LUJ ,yzz II "iQ II ,yQ II " II " II "JQ II "JQ II "00Z II QOwO QLn� Q�n LnLnQLnn0 QW�n QW�O Qz0Ln 595 cnUcz V) U) U, V)zf- cnpzl- cnpzl- U LuVzl- 595 0+00 1 +00 2+00 3+00 4+00 ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/28/2024 MEN . . TBPELS ha�ff, SOUTH A POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION SOUTHEAST CONNECTOR PROJECT UTILITIES WATER LINE RELOCATION 1116B PLAN AND PROFILE - STA 1+00.00 TO STA 1+96.77 File Name: SEC-S00-11-UT-33661.dgn Status: RFC Date: 08/28/2024 Sheet: 12 OF 37 H 0 20 40 VO 4 8 SCALE IN FEET NOTES: 1. MINIMUM DEPTH OF COVER SHALL BE 48 INCHES FROM FUTURE AND PROPOSED SURFACE TO THE TOP OF PIPE, UNLESS OTHERWISE NOTED ON DRAWINGS. 2. ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL HAVE RESTRAINED JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS. 3. MINIMUM RESTRAINED LENGTHS: FOR 8" PVC: PLUGS TEES AND VALVES - 88 FT BENDS* 900 - 33 FT, 450 - 14 FT, 22.5°-7FT, 11.250-4FT FOR 8" DIP: PLUGS TEES AND VALVES - 61 FT HORIZONTAL/VERTICAL UP BENDS* 900 - 57 FT, 450 - 24 FT, 22.5°-12FT, 11.250-6FT VERTICAL DOWN BENDS* 900 - 122 FT, 450 - 51 FT, 22.50 -25FT, 11.250 -12FT (*LENGTH ON EACH SIDE OF BEND) 4. WHERE THE WATER LINE CROSSES THE EXISTING WASTEWATER LINE, THE SEGMENT OF WATER LINE PIPE SHALL BE CONSTRUCTED OF DUCTILE IRON WITH MECHANICAL OR WELDED JOINTS AND SHALL BE CENTERED SUCH THAT THE JOINTS OF THE WATER LINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER OF THE WASTEWATER LINE. THE EXISTING WASTEWATER LINE SHALL BE REPLACED FOR AT LEAST NINE FEET IN BOTH DIRECTIONS WITH AT LEAST 150 PSI PRESSURE -RATED PIPE. WARNING EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIONAL NOTE ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. OF T �� -01 °°°°°°°°°°°°o Dp RONALD G. KING 8°°O°°o. 1073 � P410 -\'° T C E N s`�°���`�® p��®s/° ® ANAL �® �o 08/28/2024 F' Texas Af © 2024 DESIGNED FED.RD. DIV.NO. RGK DRAWN 6 jWj CHECKED LMH APPROVED RGK STATE TEXAS CONTROL 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33661 0) 00 ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B c N M M 0 O m w 110 O ro O 0 v I 0 U v c v v c 0 v Ln U a) �o i N N u U Q O H � M Q o � 0 N �r -Z N � N N Ln 7 W W W O PROP. 12" WL-1116A = I 11 IT I � II Q�;: z STA 1 +00.00 WL-1117 1I CONNECT TO PROP. TEE OF WL-1115 AT STA 6+31.70 1I STA 1 +29.76 WL-1117'- CONNECT TO PROP. 12 I STA 2+68.43 WL-1117 -- I I BEGIN CASING INSTALL BY STA 2+60.49 WL-1117 DEFLECT 45000'00'' RT WL-1116 AT STA 1+00.00 I, x y END CASING INSTALL BY INSTALL: 1-45° BEND LAUR/E//I/DUSTR/ESLLC / OTHER THAN OPEN CUT BEGIN 8" WL-1 .04 - I OTHER THAN OPEN CUT W/ HORIZONTAL BLOCKING 6324MEADOI�I/BROOKOR N-6957636.04 11 3 I INSTALL FLUSH MOUNTED �. N-6957486.03 S,4FEl�1/,4YA00/T/O/V #2 PROP. 12" WL-1115 I CASED CROSSING TEST = NSTALL FLUSH MOUNTED - LOTALL E=2361963.18 I_ STATION D-151 I CASED CROSSING TEST E=2361944.57 - - - - - - - - m N=6957624.69 STATION D-151 -❑-MM ❑-MM- - - -Ml�- - - - ''' o E-2361944.57 N=6957493.97 PROP. PERM. 15' COFW WTR-PROF' FTW 'VTR -PRO^ IFTW D I E=23619a4.57 WATER EASEMENT STA 1 +02.30 WL-1117 0 x STA 2+88.26 WL-1117 INSTALL: 1-8 GATE VALVE - - �- - - - -'' PROP. 8 WL-1117 �� � � _ � � I ° INSTALL: 1-8"x4" REDUCER EXIST. 10 N=6957636.02 7.18 + END 8" WL-1117 _ PROP. PERM. 15' COFW E=2361960.88 I I CONNECT TO EXIST. UTILITY WATER EASEMENT W) j- }-��� +u -,�� ' „ EASEMENT STA 1 +06.37 WL-1117 I 'K I 2+ I _ _' 4 WL (X-25578) �- _ INSTALL 131 " _L - - -25578 ° N=6957470.12 INSTALL: 1-8" CLEANING WYE x N-6957635.97 '� � LF 3/8 � X � �❑ l I -_ a� T-❑-2�1M-E=2361935.21 - - -❑-�lM - - -Ml� - - - -a-�l -�-� 1X1 X- X_ k ❑ 1 � X X_ �f - E=2361956.81 THICK, 20" DIAMETER - - - - - STEEL CASING PIPE C0 STA 2+62.49 WL-1117 STA 2+81.84 WL-1117 STA 1+18.61 WL-1117 IBY OTHER THAN OPEN I I VSTALL: 1-8" CLEANING WYE DEFLECT 45000'00'' LT DEFLECT 89°22'50" LT CUT WITH 8" DIP N=6957491.97 I INSTALL: 1-45° BEND WATER CARRIER PIPE I I'=2361944.57 W/ HORIZONTAL BLOCKING _ 0 III N=6957476.54 �l� l INSTALL:1-90 BEND \ � W/ HORIZONTAL BLOCKING � O IM � - -� l� STA 2+ �� ����� I �' -❑-MM- - Ml�- - - - -❑-MM- - - - INSTALL ABOVE GROUND MARKER 66.56 WL-1117 E=2361935.09 / O o I + INSTALL. 1 8" GATE VALVE N=6957635.84 pc _ s��* �X\ E=2361944.57 m "' E-2361944.5� - a I � O I ° MER6,EA10ZD11VGSLLC b 1 6300 MEADOIrI/BROOKDR � '� Q WI-1/TT11VGTON,, N D SUBD/I//S/01V LLI -X �/1 i�'c�S' ��\� . X� a J � - _ _ _ _x X M vc )( LOT3R S a - LL ° 640WL-1117 640 30 LF TRENCH REPAIR 131 LF 33 LF TRENCH REPAIR PER DETAIL C BY OTHER THAN OPEN CUT PER DETAIL C EXIST. GROUND/ FINISHED GRADE FINISHED GRADE 635 - _ _ _ -- - 635 -------------------------------------------------------------------------------------'---------------------------------------------------- --------- ----- - ------ -- _---------' -- ----------------------- ------ --- EXIST. 6" SEWER (A) - -- - - -- (TO REMAIN) _ - -__6 LF 8" DIP EXIST. GROUND EXIST. 4" GAS (U) WL @ 3.37% 630 EXIST. 12 WATER (U) (ALREADY ABANDONED) �� EXIST. 4" PVC WL 630 - (TO BE ABANDONED)---- _ =-EXIST. TELECOM (B):- -----------------------1 UNKN SLOPE @,---------------------- --------- (TO BE ABANDONED) - EXIST. 4" GAS (U) (TO BE ABANDONED) PROP. 30" STORM 13 LF -- 625 9.45' 8" DIP WL 625 ---- - - -------- ------------- ----- ---19 LF---------------------------------------- (4' MIN)---------------'� n------------------------------------------ @-7-&84%------------------------------------------------------------------------------------------------------------------ n 8" DR 14 rr - _ PVC WL 4.30 6.11' A � N PROP. 12" WL-1115 @ -0.20 % 3 LF 4.06' "� Ui 8" DR 14 (2' MIN) 2.07' @ -0.20% PVC WL (2' MIN) 620------------------------- @-99.06% -- -- r r �'r 620 - / / - -- T / 147 LF 8" DIP WL @ 0.94 % IN 131 LF 3/8" THICK 20" STEEL 615 CASING PIPE BY 615 ------------------------------------------------------------------------------------------------------------\------------ --------------------- - - OPEN CUT---------------------------------------------------------�------------------------------ - - - OTHER THAN u-) l0 610 610 --------------------------------------------------- - ------------------------ ---- --------------------------------------------------------------------------------------------------------------- -------------------- J J aj j W CO _U WU O J U Imp CIL O �CLzCfl � tiUW�n N -ICLW(\ z H� r-i- � HH ti� z�2 �yzQ- p H a H H W H"a) "W � WU�zON HW ,�� 605 J OC 0- ti- -- Q J ---J -.10 CcCa -- -, Q Q'I Ln J------J J J Q J o J o J= "%< --------------------------------------------------------605---- � � oCa Oo0O0OJp r o rn �ZO 0Q_ Q0l NWF=-� C� �U�U �oON �00n1 �aM COZd1 Na0'��H �N HN HN �N Z) coco� W z z J LQ Z HO HO SO •0O O U U 00 kI Q J to O J to 'y U 10 N U J 10 cV � W (n + W W Vi l0 J 10 � J 10 � "a � Q0 00 J U to + LU LU + J + J + U + U J + = Q Q +~= Q + J + J + U + U + J- W ,-iZZz II ,yQ II ,yQ II ,y J II ,y JQW II ,yZl-U U Nv�l-U c�Q II NQ II N J II N J II NQaoz II QOOWp QljaQv~jCQWmO QWn>a QW>� p Qv Qlrrl QWCQW� Qc~i1Q Z0C 600 cnUUml- cnzl- cnzF- tnQ v�pz�l- cnmml- cnWml- V) cnzl- cn01- cnpl- cnzWUl- 600 0+00 1 +00 2+00 3+00 4+00 ISSUE RECORD ;:: halff SOUTHEAST CONNECTOR 0. DESCRIPTION DATE � NEEDS SPIC 0 RELEASED FOR CONSTRUCTION 08/28/2024 I TBPELS ENGINEERING FIRM #312 PROJECT File Name: SEC-S00-11-UT-33662.dgn Status: � A RELEASE FOR UTILITIES Date: SOUTHPOINTRFC CONSTRUCTION WATER LINE RELOCATION 1117 08/28/2024 CONSTRUCTORS PLAN AND PROFILE STA 1+00.00 TO STA 2+88.26 Sheet:PLANOF 37 H 0 20 40 V0 4 8 SCALE IN FEET NOTES: 1. MINIMUM DEPTH OF COVER SHALL BE 48 INCHES FROM FUTURE AND PROPOSED SURFACE TO THE TOP OF PIPE, UNLESS OTHERWISE NOTED ON DRAWINGS. 2. ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL HAVE RESTRAINED JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS. 3. MINIMUM RESTRAINED LENGTHS: FOR 8" PVC: PLUGS TEES AND VALVES - 88 FT BENDS* 900 - 33 FT, 450 - 14 FT, 22.5°-7FT, 11.250-4FT FOR 8" DIP: PLUGS TEES AND VALVES - 61 FT HORIZONTAL/VERTICAL UP BENDS* 900 - 57 FT, 450 - 24 FT, 22.5°-12FT, 11.250-6FT VERTICAL DOWN BENDS* 900 - 122 FT, 450 - 51 FT, 22.50 -25FT, 11.250 -12FT (*LENGTH ON EACH SIDE OF BEND) WARNING EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIONAL NOTE ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. °°°°°°°°........ RONALD G. KING °tea°°°°°°81073 0� <O � C E N SR ONAL oo� 08/28/2024 F' Texas Department of Transportation Af © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. R DRAWNN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SHEET E T CHECKED TEXAS FT. WORTH TARRANT LMH I CONTROL SECTION JOB S00-UT-33662 APPROVED RGK 0008 13 125, etc 0) 00 ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B O rri M ry) 0 0 un w Ln 00 0 Z) 0 0 v I 0 U v c v a) c 0 v Ln U N �o i N c N U U Q O \ STA 1 +08.58 WL-1118 \ \\ DEFLECT 42001'01'' RT \ INSTALL: 1-45' BEND _ EXIST. 10' \ W/ HORIZONTAL BLOCKING UTILITY \ \ N=6958029.75 EASEMENT \ \ E=2361669.77 \ STA 1 +02.60 WL-1118 INSTALL: 1-12" GATE VALVE SADLERjAMESM \ \ N=6958025.02 2238ELOOP820 �'\ E=2361666.11 SARRO41 & STOYADD/T/ON STA 1 +00.00 WL-1118 SLOCKIR, LOTIA CONNECT TO PROP. 12"' WL-1115 AT STA 1 +00.00 CONNECT TO PROP. 12" WL-1121 AT STA 6+94.227� - - BEGIN 8" WL-1118 + N=6958022.97�M - AI PROP. 12" WL-1121 - ,E� =2361664- .51--- WTR_t_rPROF'(-- -TA1+06.08 WL-1118 xCEINSTALL: 1-18" RUR - - - _ N=6958027.77 --- - --- --566I+E 2361668.24 STA 1 +21.08 WL-1118 DEFLECT 43043'48'' LT INSTALL: 1-450 BEND W/ HORIZONTAL BLOCKING N=6958031.95 E=2361682.07 STA 1 +33.08 WL-1118 DEFLECT 10015'00'' LT INSTALL: 1-11.25' BEND W/ HORIZONTAL BLOCKING INSTALL ABOVE GROUND MARKER N=6958041.65 E=2361689.14 �. FLATSATSRE/VT141000 LLC 2I88 E L OOP 820 HARROD ADD/T/ON SLOCKI, LOTIA STA 1 +11.44 WL-1118 STA 1 +52.97 12.70' LT WL-1118 INSTALL: 1-8" CLEANING WYE INSTALL: 1-2" WATER SERVICE N=6958030.25 WITH BOX PER DETAIL D114 E=2361672.58 IN 5'x5' PERM. EASEMENT END LAT-04 PROP. 8" WL-1 1181 RELOCATE BACKFLOW STA 1 +41.58 WL-1118 CONNECT TO 2" �N=6958049.30 � BEGIN LAT-04 E=2361692.85 PROP. 12" WL-1115 PREVENTION DEVICE N=6958057.47 E=2361678.04 r�TA�1� 57.67 WL-1118 INSTALL: 1-8" CLEANING WYE N=6958064.20 ola E=2361692.73 -- - -E-D- - - - -oNC- - - - -E-D- - - - -oNC- -M - -- - - ---- ---- ---- --- -- - - - - W W-B- -W W-B - -FTW - - W W-B- - - - ,� TR-R-'---- STA 1+61.74 WL-1118 x-09880 INSTALL: 1-8" GATE VALVE ����� ��s PREP XA; X ATT END 8" WL-1118 -CONNECT TO EXIST. 8" Cl WL - _ - AT STA 5+16.18 (X-09880) 5CU N=6958067.77 E=2361694.67 1-820 S&-r ONTAGE RD STA 1 +52.97 WL-1118 DEFLECT 46020'35'' RT INSTALL: 1-45' BEND W/ HORIZONTAL BLOCKING - STA 1 +43. 08 WL-1118 N= 6958060. 07 '\ DEFLECT 4303730'' LT E=2361690.48 INSTALL: 1-45' BEND W/ HORIZONTAL BLOCKING -- INSTALL ABOVE GROUND MARKER N= 6958050.65 ---- E=2361693.50 - ------------ 635 W L -1118 635 67 LF TRENCH REPAIR PER DETAIL A EXIST. 8" GAS (B) (TO BE ABANDONED) EXIST. 8" GAS (B) ---630---- (TO BE ABANDONED) (TO BE ABANDONED) 630---- --------------------------------------------------- 3 LF - PROP. 8" GAS 8" DR 14 PVC WL 3 LF 8" DR 14 FINISHED GRADE - - PVC WL @ 97.88% EXIST. GROUND - - - 625 -ems 625 - EXIST. 8 SEWER (A) '� 10 LF --- (TO BE ABANDONED) 8" DR 14 4.99' PVC WL 6 LF (4' MIN) DR 6 LF @ -0.20 % - z PVC WL4 12" DR 14 35 LF "M� N @ -2.32 ---620 PVC WL N 3.22'- 8" DR 14------------------------------------------------------------------------------------ 620---- - @ - PVC W o N 8" Cl WL 0.20 /o EXIST. - PROP. II @ -6.16 /o N @ -1.66% 12" PVC WL ,� r @ -0.20 615-------- Y---------; 615 - - -- 610 610 I- Un Q 605 - ,y � Q 605 - N ~ tL l w w J J cc �- J V ac j V - C7 W 00 00 00 00 N 00 z 00 Ln 00 i�" 00 p 00 00 z 00 Q - �W "w "�t tiz "z "d �o tiu�p Hz �> �00 ��00 �I- �� ti� �Q �W �� �p "FN Q Q ,y Q r4 W N rr) '* W LU i- Ln 600 J CC CC -- N J X J ry)o J J J Q J o J o J o m J J J Q 00 x--------------------------------------------------------- ---600 J �I - ���,y �_ �_ �Q) --- �V �� �M----��t �u)o �V----�VHW f� Cfl N dl 00 - ti Ul o ko �I cl lry ti - N - " 00 oo0000 o,�,N 00 00 '1- ;0 coDo 00 (3) Na-rn �zd-N �60ko �60" Ln ai �-, ai Hai moo � � Z) 4 �, ai p of " -j rn + W W + J + J + V + J + W + U + V + U J + J + J= W ,-iZZz II ,yQ II �Q II ,� J J II ,� J II "JQ II �Q II 00 II 595 vQl-00c0 �n 1z0 cun�0 Uz0 van �W� ��� cnnQz_�ZO� c~nzIrl ��V� 595 0+00 1 +00 2+00 3+00 ISSUE RECORD I BEN halffN0. DESCRIPTION DATE �NEEDS SPC 0 RELEASED FOR CONSTRUCTION 08/28/2024 TBPELS ENGINEERING FIRM #312 A RELEASE FOR SOUTH POINT CONSTRUCTION CONSTRUCTORS SOUTHEAST CONNECTOR PROJECT UTILITIES WATER LINE RELOCATION 1118 PLAN AND PROFILE - STA 1+00.00 TO STA 1+61.74 File Name: SEC-S00-11-UT-33663.dgn Status: RFC Date: 08/28/2024 Sheet: 14 OF 37 H 0 20 40 VO 4 8 SCALE IN FEET NOTES: 1. MINIMUM DEPTH OF COVER SHALL BE 48 INCHES FROM FUTURE AND PROPOSED SURFACE TO THE TOP OF PIPE, UNLESS OTHERWISE NOTED ON DRAWINGS. 2. ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL HAVE RESTRAINED JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS. 3. MINIMUM RESTRAINED LENGTHS: FOR 8" PVC: PLUGS TEES AND VALVES - 88 FT BENDS* 900 - 33 FT, 450 - 14 FT, 22.50 - 7 FT, 11.250 - 4 FT FOR 8" DIP: PLUGS TEES AND VALVES - 61 FT HORIZONTAL/VERTICAL UP BENDS* 900 - 57 FT, 450 - 24 FT, 22.50-12FT, 11.250-6FT VERTICAL DOWN BENDS* 900 - 122 FT, 450 - 51 FT, 22.50 -25FT, 11.250 -12FT (*LENGTH ON EACH SIDE OF BEND) 4. SEE SHEET SOO-UT-33667 FOR LATERAL PROFILES. WARNING EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIONAL NOTE ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. 0 F���� °°°°°°°°°°°°.... RONALD G. KING °tea°°°°°°8� °°°°°oo 1073 � �� < C E N S 0NAL OOP 08/28/2024 F' Texas Af © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN j Wj STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33663 0) M 00 N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B c M 0 0 U w 00 0 O 0 v I 0 U v c v a) c 0 v Ln U a., 0 i a� v M U O C O 4 O � 00 0- M � 0 N O Ln O o V) 7 �0 U STA 1 +02.21 WL-1121 \ � \ STA 1 +09.17 17.72' LT WL-1121 \` INSTALL: 1-STD. FIRE \ dC➢'� CONNECT TO EXIST. 12" fn \`X HYDRANT ASSEMBLY PVC WL (X-09505) \Q�Q J�` \ N-6957609.18 \ 9� SAT STA. 177+67.60 \O�Q �s E=2361328.05 BEGIN 12 WL 1121 q �P EXIST. 10' \3 INSTALL: 1-12" GATE VALVE \�� ` UTILITY N=6957591.44 \ \ STA 1+68.12 WL-1121 \ PROP. 411 WL-1128 � ° � �� EASEMENT E=2361321.10 \ DEFLECT 45 16 42 RT STA 1+06.92 WL-1121 INSTALL: 1-45° BEND STA 1+72.10 20.40' LT WL-1121 \ INSTALL: 1-12" CLEANING WYE y\ v�'- \ - W/ HORIZONTAL BLOCKING PROP. 6" FIRE VAULT BY OTHERS \ END LAT-05 �Q \ N=6957591.45 0\, a INSTALL ABOVE GROUND MARKER - _ -WW_S- - - - -FTW- - E=2361325.81 STA 1+09.17 WL-1121 N=6957605.73 N=6957626.17 d0� \ E-2361381.03 E=2361384.78 U/CTRONSTORESLP, JONZOR COMPANY M- INSTALLR 1-7 ? x6 ANCHOR TEE �� = - w V 1-6" GATE VALVE \ l CONNECT TO FH LEAD " " �A INSTALL 23 LF 6" WL STA 1+48.46 WL-1121 N=6957591.46 " d TACO BELL OFAMER/CA /NC \ DEFLECT 45042'38" LT E=2361328.05 @ \ 6162MEA001�1/BROOKDR INSTALL: 1-450 BEND \ UUH/TT/NGTON, ND SUBD1V15ION , WI HORIZONTAL BLOCKING LOTIORIA ° N=6957591.61i STA 1+72.10 WL-1121 ` / E=2361367.35 INSTALL: 1-12"x6" ANCHOR TEE S I -AM 1 1-6" GATE VALVE CONNECT TO 6" WATER SERVICE ` y 20 LF 6 WL $ , _ BEGIN LAT-05 ;k N=6957605.78 E=2361385.01 STA 1 +80.68 WL-1121 y D CONNECT TO 2" WATER SERVICE BEGIN LAT-06 - - -02 - - - - - - - - N=6957605.87 A \ - S-�1 x - ATM S- E=2361393.59 " T -X- X- STA 1 +83.67 WL-1121 STA 2+05.94 WL-1121 ------------ \CONNECT TO2" WATER SERVICE BEGIN LAT-07- DEFLECT 24°00'00"LT ---------------- - - - - _ INSTALL: 1-22.50 BENDN6957605_ - - 91 - - - - - - - - - - t W/ HORIZONTAL BLOCKING- = 60+00 E=2361396.58G N=6957606.16 44�_ E=2361418.84 ��� 22.50 SLOOP 820 STA 1 +81. 60 15. 71' LT WL-1121 "MCDOWALD 820 5USDIV15101V INSTALL: 1-2" WATER SERVICE WITH BOX PER D114 BLOCKI, LOTIR RELOCATE BACKFLOW PREVENTION DEVICE END LAT-06 STA 1 +86.60 15.70' LT WL-1121 \ N=6957621.59 INSTALL: 1-2" WATER SERVICE WITH BOX PER D114 E=2361393.41 ,, �� -1-2" DOUBLE CHECK BACKFLOW PREVENTER --"V END LAT-07 N=6957621.60 E=2361396.40 ,CONNECT TO 2-EXIST. WATER SERVICES EXIST. INGRESS/ O , -STA 2+36.37 WL-1121 EGRESS EASEMENT O DEFLECT 24000'00" LT O INSTALL: 1-22.5° BEND -. O * W/ HORIZONTAL BLOCKING PR�OP. 12" WL-1121 -GA - I �N=6957621.48 -�--- �+ --------------0- Cj_MM E=2361444.93 ;_/MM1 J M1J �0 d-M M: dATM- \ ATM -AS -PROP- is `t - _� r c� - - _ - - g-�ppT - - - - -_ - - - _ _ - 4 LU 171 '�E STA 2+22.42 WL-1121 X-Qg$$Q STA 3+74.53 WL-1121 /j J DEFLECT 12°37'22" LT DEFLECT 0°10'31" RT I - - :7 INSTALL: 1-11.25 ° BEND - - - - N= 6957742.62 - - - - - - - W/ HORIZONTAL BLOCKING E=2361511.35 � N=6957613.03 Q E=2361433.82 1-820 SB FRONTAGE RD 660 _ 45 LF TRENCH REPAIR 250 LF TRENCH REPAIR \ ' PER DETAIL A PER DETAIL A 7 LF 8 LF TRENCH REPAIR 12" DR 14 PVC WL @-6.80/o PER DETAIL G 655 655 -------------------- '------------- ---------- 4.43' EXIST. WATER SERVICE (U) (4' MIN) _ (TO BE ABANDONED) EXIST. 46 LF - 12" PVC WL 12" DR 14 PVC WL EXIST. 18" STORM (U) - @ UNKN SLOPE @ -6.01 % (TO BE ABANDONED) - - - - 650 - _ 650 --- ----- -------------------- ��_ ----1 --------------- 0.21' EXIST. SEWER MANHOLE FINISHED GRADE (B/R) (TO BE ABANDONED) - 2.16' ,\ (2' MIN) EXIST. GROUND ---645 ---------- _ 3.23'a---------------------------------------- `\� ----- ------------ --------645---- - --- PROP. 8" SS-3112 (SEE NOTE 4) 2.30 - 9.75' N 7 F�l (4' MIN) �-i 12" DR 14 PVC WL - @-5.51% 640 ����� �� 640 --------------------------------------------------------------------- ��----- EXIST. 12" WATER (A) (TO BE ABANDONED) \ EXIST. 8" GAS (A) 4.69' (TO BE ABANDONED) (4' MIN) EXIST. 12" WATER (A) _ 15.10' _ 635 (TO BE ABANDONED) (2' MIN) 635 - - EXIST. 6" SEWER (B/R) 0 0 (TO BE ABANDONED) 630 Q w 630 -------------------------------- Q w w N J z zco w w HJO H W Cr '�l U) ry Q ^+ J � � U-) I rN, ' I U_ PROP. 8" GAS 625 -------------- w O v 1O -I -� II -I -I 625 �, - - ° M NN-lo �00o�p <oCLLn oOQN co(3 I�O� �o � I- Q cl H I- w N OV eNJ('O O Jl0 Q)UJ 0 d ~� I�(>J� co(i 0 00(J� lfl + w J + J + w Z + U + w + w + w ,-iZZQ II ,yQ II ,yzU_ II ,� J II ,yz� II ,yZ II ,yz II II II II QOw``�O QUO Q000 Qw0 Q000 QOO QOp a a a ---620--- �nvmzf- �zf- �vI-F- ��f- �vRR �vR DUI- OO OO OO 620 0+00 1 +00 2+00 3+00 4+00 ISSUE RECORD ;■: haLff SOUTHEAST CONNECTOR PROJECT N0. DESCRIPTION DATE � NEEDS 0 RELEASED FOR CONSTRUCTION 08/28/2024 I TBPELS ENGINEERING FIRM #312 RELEASE FOR UTI LITI ES SOUTHAPOINT CONSTRUCTION WATER LINE RELOCATION 1121 CONSTRUCTORS PROFILE STA 1+02.21 TO 4+00.00 WL-1121 File Name: SEC-S00-11-UT-33664.dgn Status: RFC Date: 08/28/2024 Sheet: 15 OF 37 H 0 20 40 VO 4 8 SCALE IN FEET NOTES: 1. MINIMUM DEPTH OF COVER SHALL BE 48 INCHES FROM FUTURE AND PROPOSED SURFACE TO THE TOP OF PIPE, UNLESS OTHERWISE NOTED ON DRAWINGS. 2. ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL HAVE RESTRAINED JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS. 3. MINIMUM RESTRAINED LENGTHS: FOR 12" PVC: PLUGS TEES AND VALVES - 126 FT BENDS* 900 - 45 FT, 450 - 19 FT, 22.5°-9FT, 11.250-5FT FOR 12" DIP: PLUGS TEES AND VALVES - 89 FT HORIZONTAL/VERTICAL UP BENDS* 90°-83FT, 450-35FT, 22.5°-17FT, 11.250-9FT VERTICAL DOWN BENDS* 90°-177FT, 450-74FT, 22.50 -36FT, 11.250 -18FT (*LENGTH ON EACH SIDE OF BEND) 4. WHERE THE WATER LINE CROSSES THE PROPOSED WASTEWATER LINE, THE SEGMENT OF WATER LINE PIPE SHALL BE CENTERED SUCH THAT THE JOINTS OF THE WATER LINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER OF THE WASTEWATER LINE. 5. SEE SHEETS SOO-UT-33667 AND S00-UT- 33668 FOR LATERAL PROFILES. WARNING EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIONAL NOTE ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. OF T �� ® �� F�9�ppo10 °RONALD G. KING... ING°°° ° 81073 C E N s`�°���`�® p��®s/° ® ANAL �® oo 08/28/2024 F' Texas Af © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN j Wj STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33664 0) 00 N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B c �i M rq I 0 O Lq w Lq 110 00 0 0 v I 0 U v c v I a) c O v Ln U a) �o i a� Q� U U Q O ~ J oU_ I//CTRON STORES LP \ ����� SADLER/AMESM 2250 SLOOP 820 PROP. PERM. VARIABLE WIDTH EXIST. INGRESS/ 2238 ELOOP 820 EXIST. 10' 5COFW SEWER EASEMENT U9D/ALD 820 EGRESS EASEMENTS RRONS STOKADD/T/ON �j UBD/I//S/ON I BABLOCKNR, LOTIA UTILITY EASEMENT �� �� BLOCKI, LOTIR STA 4+32.65 18.09' LT WL-1121 STA 5+03.08 TO STA 5+28.08 18.14' LT WL-1121 INSTALL: 1-2" WATER SERVICE INSTALL: 6-1" WATER SERVICES WITH BOX PER D114 IN WITH BOXES PER D116 IN 5'x5' PROP. PERMANENT EASEMENT 30'x5' PROP. PERMANENT EASEMENT END LAT-08 END LAT-09 N=6957802.26 N=6957863.90 TO N=6957885.79 STA 6+68.89 22.99' LT WL-1121 E=2361523.63 E=2361557.62 TO E=2361569.70 INSTALL: 1-STD. FIRE HYDRANT ASSEMBLY IN 10'x10' PROP. PERM. EASEMENT 11E N - END LAT-10 o 00 PROP. 12" WL-1121 N=6958011.40 PROP. 8 SS-3112 f \, 00 rn (COFW-PK11B) E=2361633.54 j GATT r 5641+00 FLATSAT BRENT14100D LL C 2188 SLOOP 820 HARROD ADD/T/ON BLOCKI, LOTIA STA 6+89.57 WL-1121 INSTALL: 1-12" GATE VALVE N=6958018.94 E=2361662.36 N,M dOdd--MM 1J d0dd-M ML d °-MM�-� Ml PROP. 8" WL-1118I ��� 'F�0 - �7N - ,� OFlSJrcuH ATM- GAS PR i� ATM G D - - -E-D Of TK - - X-- �fu TW X -X X t -Xn�i 'C `� %. 1 f � I �ii - X- -FTW- -- - - -WW-B- - - - -FTW - STA 4+32.65 WL-1121 CONNECT TO 2" WATER SERVICE BEGIN LAT-08 N=6957793.50 E=2361539.45 _V IT l _ i 1 _ \�iZ' �C /��I 1 U �v X-09505 STA 6+68.89 WL-1121 ��� �- - - - - _ '�jw - - rx X )(A* INSTALL: 1-12 x6 ANCHOR TEE. _______ _ 1-6"GATE VALVE CONNECT TO FH LEAD - - - STA 6+94.22 WL-1121 565+00 INSTALL 23 LF 6" WL 566+00 INSTALL: 1-12"x12" TEE -` BEGIN LAT-10 STA 6+82.96 WL-1121 'IEND 12" WL-1121 STA 5+03.08 TO STA 5+28.08 W1-1121 N=6958000.29 DEFLECT 12015'00'' LT 'CONNECT TO PROP. 12" CONNECT TO 6-1" WATER SERVICES E=2361653.66 INSTALL: 1-11.25° BEND WL-1115 AT 1+00.00 �- BEGIN LAT-09 W/ HORIZONTAL BLOCKING CONNECT TO PROP. 8" N=6957855.14 TO N=6957877.03 N=6958012.60 WL-1118 AT STA 1+00.00 E=2361573.50 TO E=2361585.59 E=2361660.47 N=6958022.97 E=2361664.52 STA 6+91.74 WL-1121 1-820 SB FRONTAGE RD DEFLECT 2102734" RT---- - PROP. 12" WL-1115 INSTALL:1-22.5 BEND W/ HORIZONTAL BLOCKING ?n+nr N=6958021.02 E=2361662.98 a �-------- --------------------------------------------------- ----- --------- - 645 WL-1121 645 294 LF TRENCH REPAIR PER DETAIL A EXIST. GAS SERVICE (B) 640 (TO BE ABANDONED) 640 ------------------------------------------------------ 8.56' EXIST. WATER SERVICE (U) �(4' MIN) (TO BE ABANDONED) EXIST. GAS SERVICE (B) (TO BE ABANDONED) 6-EXIST. WATER SERVICES 635 (U) (TO BE ABANDONED) 635 --- ------------------------------------------- ------ ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------- 1.27' - - - _- FINISHED GRADE 1.04' 1.04' EXIST. GROUND 630 ---_ _ - -_ 630 -------------- _ _ _ - - - - - 4.67' __ EXIST. SEWER MANHOLE 1.21' (TYP) (4' MIN) �' (B/R) (TO BE ABANDONED) EXIST. 6 SEWER L-06177 _ -� _ _ EXIST. 8" SEWER L-06177 (B/R) (TO BE ABANDONED) _ (B/R) (TO BE ABANDONED) 625---_---_ -�- _ 625 -- - _ _ _ _ _ _ _ C _---------------------------------------------------- 269 LF - - - _ _ _ 7.39' 14 LF 12" DR 14 12" DR 14 PVC WL L - _ - _ _ _ (4' MIN) PVC WL @ -4.07% @-5.51% - -- - 11 LF 12" DR 14 620 620 -------------------------------------- - PROP. rn 12" PVC WL o - @ -0.20% o Q ---615 w----------------------------------------------------------------- -- 615 Q - N U-�----------------- Z - - V 0 `n00 oC oLq� J �� W Ln � 00 H_ � � H_ HHW tiff NW +~N Np N� Nw NF- JJ Ln 610 -I Q � O -i (z) Z -I O -I O -I "' w �, w 610 ----------------------------------------------------------------------------- 0 CL II------ O ------ --- k H H H---------------------------------------------------------------------------- Q0 Ln0� coop rna00o1O0 �oaN �HN Nti JOOON � NI-rnn ��N �N C�W01 ��01 �Ha1 rr)Q OU�p00~lp 00 �0 ��j= LJLJlO II +W +w II +Wwz +W +� +�NWW d z II Lnz II ko Jz� II J II koQ i II �OQ'�ZZ II O Q00 Q00 0 U_ (3 QU-j QcQv z000 605 cnUl- cnUF- cnOUI-I- cnOl- cnzl- cnzWUUF- 605 4+00 5+00 6+00 7+00 8+00 ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/28/2024 OEM MEN TBPELS ha�ff, SOUTH A POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION SOUTHEAST CONNECTOR PROJECT UTILITIES WATER LINE RELOCATION 1121 PLAN - STA 4+00.00 TO STA 6+94.22 H 0 20 40 V0 4 8 SCALE IN FEET NOTES: 1. MINIMUM DEPTH OF COVER SHALL BE 48 INCHES FROM FUTURE AND PROPOSED SURFACE TO THE TOP OF PIPE, UNLESS OTHERWISE NOTED ON DRAWINGS. 2. ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL HAVE RESTRAINED JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS. 3. MINIMUM RESTRAINED LENGTHS: FOR 12" PVC: PLUGS TEES AND VALVES - 126 FT BENDS* 900 - 45 FT, 450 - 19 FT, 22.50 - 9 FT, 11.250 - 5 FT FOR 12" DIP: PLUGS TEES AND VALVES - 89 FT HORIZONTAL/VERTICAL UP BENDS* 900 - 83 FT, 450 - 35 FT, 22.50-17FT, 11.250-9FT VERTICAL DOWN BENDS* 900 - 177 FT, 450 - 74 FT, 22.50 -36FT, 11.250 -18FT (*LENGTH ON EACH SIDE OF BEND) 4. SEE SHEET S00-UT-33668 FOR LATERAL PROFILES. LAT-09 DEPICTS THE ELEVATIONS OF THE WATER SERVICE SHOWN AT 5+03.08. THIS IS SHOWN AS A TYPICAL PROFILE FOR ALL SIX WATER SERVICES IN THIS AREA. CONTRACTOR SHALL INSTALL THESE SIX SERVIES 3' BELOW EXISTING GROUND AND AT LEAST 2' ABOVE THE PROPOSED GAS AND PROPOSED SEWER CROSSINGS. EXACT ELEVATIONS WILL DIFFER SLIGHTLY FROM WHAT IS CALLED OUT IN THE LAT-09 PROFILE. WARNING EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIONAL NOTE ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. 0 F���� � C) s 0 °°°°°°°°°°°°°°°o°� RONALD G. KING 0°°°°°°°°O°°o� 81073 � /ONAL 08/28/2024 F' Texas Department of Transportation Af © 2024 File Name: DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. SEC-S00-11-UT-33665.dgn RGK Status: DRAWN 6 F-2022(675) I-820 RFC ��/�/� STATE DISTRICT COUNTY E T SHEET Date: CHECKED TEXAS FT. WORTH TARRANT 08/28/2024 LMH CONTROL SECTION JOB S00-UT-33665 Sheet: APPROVED 16 OF 37 RGK 0008 13 125, etc 0) 00 ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B c M rq 0 O U W 110 00 0 O 0 v I 0 U v c v a) c 0 v Ln U a) 0 i a� O U U Q O i i PROP. 12" WL-1121 j I Till I �I x STA 0+95.78 WL-1128 CONNECT TO EXIST. 12" PVC WL AT STA 76+99.24 (X-09505) BEGIN 6" WL-1128 INSTALL: 1-12 "x6" TEE N=6957590.62 E=2361266.25 STA 0+98.04 WL-1128 INSTALL: 1-6" GATE VALVE N=6957588.36 E=2361266.25 n I I STA 1 +02.11 WL-1128 INSTALL: 1-6" CLEANING WYE o N-6957584.29 E=2361266.25 II x UP 3 1061 Ix- X8 CC C) 0 O cc 00 C) -i PROP. 8" SS-3112 (COFW-PK11 B) PROP. 6" WL-1128 1 r FTWI I �� I TR- RO^ STA 1 +87.00 WL-1128 -llE CONNECT TO 1 " WATER SERVICE X-X1_*- X- <CW k�N=6957502.40 E=2361263.25� STA 1 +91.00 WL-1128 CONNECT TO 1.5" WATER SERVICE N=6957502.40 E=2361259.25 STA 1 +94.00 WL-1128 INSTALL: 1-6" PRESSURE PLUG \ i", I END 6" WL-1128 INSTALL ABOVE GROUND MARKER N=6957502.40 E =2'? 61256.25 cjj i TACO BELL OFAMER/CA //VC -� U' 6162 MEADOWSROOKDR WHITT//VGTO/V, /V D SUBD1V15101V L OT IORIA STA 1 +82.00 WL-1128 I INSTALL: 1-6" CLEANING WYE N=6957504.40 E=2361266.25 STA 1 +84.00 WL-1128 DEFLECT 90000'00'' RT EXIST. 10' INSTALL: 1-611 11 UTILITY EASEMENT TEE 1-6" PRESSURE PLUG 6.06' INSTALL ABOVE GROUND MARKER N=6957502.40 I E=2361266.25 STA 1 +87.00 3.00' LT WL-1128 INSTALL: 1-1" WATER SERVICE �� WITH BOX PER D113 RELOCATE N CKFLOW DEVICE PREVENTION DEVICE N=6957499.40 E=2361263.25 STA 1 +91.00 3.00' LT WL-1128 INSTALL: 1-1.5" WATER SERVICE WITH BOX PER D114 - RELOCATE BACKFLOW EXIST. 5' UTILITY PREVENTION DEVICE EASEMENT - - N=6957499.40 - - - E=2361259.25 I� 1 X - )CBNE-*DFEf- )E X� �' I�(- )1 ��) X \ F �.6) \� --L--------------------- C u x- 670 WL-1128 670 98 LF TRENCH REPAIR PER DETAIL A 665 665 --------------------------------------------------------------------------------,-----------------------------------------�,, ----------------------------------------- ------------------------------------------------------ EXIST. 6" SEWER (R) -- (TO REMAIN) (SEE NOTE 4) EXIST. GROUND 660 FINISHED GRADE 1--------------------------------- 660 -----------7 LF 6" DR 14-------------� PVC WL @ -41.66 % EXIST. GROUND/ FINISHED GRADE 9 LF 4.13' 655 13 LF 6" DR 14 4.00' - 6" DR 14 PVC WL (4' MIN) 655 - �� 4 MIN--------------------------------------------------------------------------------------------------------------------------- PVC WL @ -0.20% - --------r- � @ 41.18% -� � 49 LF z 6" DR 1400 Z N PVC WL N cv � @ 0.73 -------- 650 -- - 20 LF - mr'i j 650 - - - 6 DIP WL "� @ -0.20% 645 645 ------------- PROP. 24" STORM PROP. 8" GAS - 640 640 -- - Q ----- - j a coC W c 00 N W 00 Q 00 Z 00 O 00 = O 00 = CL 00 N O W W - 'ti � � z O z = O Z _ z 00 z O0 Vi O0 � 00 N W N] r14 NOp� r\4 ',0 r4 NOp� Nz Np� NZ rVZ) = W ti H 0 z U ,-I - Z ti- z '� 00 Z ~ �-I W H W ti �V�Oo- ti� tiQ ,y U HO UZ �O Uz � U ,yQ ,yam �� ,yam - W M W W � rr) WLI)635 - Jk'�� �� �U �NmO --Jo M --J0 00 r) __j0 M JJ JQ JQ J0[00 635 �W~ern ��rn Corn �z��moo �a� m oo ��� mW� �z0 md. o��--� �Mary------------ H O Lr) C) N Lr) m M N u1 0a d) N Lr) N 0) rr� lO = " 00 000J OOI� OOr� O�H� I- O H u1 N Q C31 rN Q U Cif N Q f� rV Q O O f- O a)UIpJIO OJCo OJlO O J�1O "I J� O rv� J� l0 d J�10 0pJ10 00U� CrUO OJ l0 + W J + J + J + U J CC + U J z_ + U J CC_ + U J + J + W + W + J= OzzQ II OQ II ,_iQ II ,yJQ> II ,y JQ;O II ,y JQjO II ,y JQj II HQ II tiZ II ,yz II ,yQO II Qz�cna Qv�m Qcnm Q�� m Q�� �a QU_ �m Q`_ a Qua Qzm Qzm Q�4a- 630 °mz° Wiz° Wiz° �oZ � �oz�w° )Q- 11 LU Ln R, U,z° �°O Ul v zw° 630 0+00 1 +00 2+00 3+00 4+00 ISSUE RECORD I ��� N0. DESCRIPTION DATE I haLff SOUTHEAST CONNECTOR 0 RELEASED FOR CONSTRUCTION 08/28/2024 I TBPELS ENGINEERING FIRM #312 NEEDS S PC PROJECT SOUTHrPOINT RELEASE FOR UTILITIES � WATER LINE RELOCATION 1128 CONSTRUCTORS CONSTRUCTION PLAN AND PROFILE STA 0+95.78 TO STA 1+94.00 H 0 20 40 VO 4 8 SCALE IN FEET NOTES: 1. MINIMUM DEPTH OF COVER SHALL BE 48 INCHES FROM FUTURE AND PROPOSED SURFACE TO THE TOP OF PIPE, UNLESS OTHERWISE NOTED ON DRAWINGS. 2. ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL HAVE RESTRAINED JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS. 3. MINIMUM RESTRAINED LENGTHS: FOR 6" PVC: PLUGS TEES AND VALVES - 93 FT BENDS* 900 - 31 FT, 450 - 13 FT, 22.50 - 7 FT, 11.250 - 4 FT FOR 6" DIP: PLUGS TEES AND VALVES - 46 FT HORIZONTAL/VERTICAL UP BENDS* 900 - 44 FT, 450 - 18 FT, 22.50 - 9 FT, 11.250 - 4 FT VERTICAL DOWN BENDS* 900 - 92 FT, 450 - 38 FT, 22.50 -18FT, 11.250 -9FT (*LENGTH ON EACH SIDE OF BEND) 4. WHERE THE WATER LINE CROSSES THE EXISTING WASTEWATER LINE, THE SEGMENT OF WATER LINE PIPE SHALL BE CONSTRUCTED OF DUCTILE IRON WITH MECHANICAL OR WELDED JOINTS AND SHALL BE CENTERED SUCH THAT THE JOINTS OF THE WATER LINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER OF THE WASTEWATER LINE. THE EXISTING WASTEWATER LINE SHALL BE REPLACED FOR AT LEAST NINE FEET IN BOTH DIRECTIONS WITH AT LEAST 150 PSI PRESSURE -RATED PIPE. WARNING EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIONAL NOTE ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. OF T �� -01 RONALD G. KING 81073 O C E N s`�°���`�® p��®® s/° ANAL �® oo 08/28/2024 F' Texas Department of Transportation \ 2024 File Name: DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. SEC-S00-11-UT-33666.dgn RGK Status: DRAWN 6 F-2022(675) I-820 RFC ��/�/� STATE DISTRICT COUNTY E T SHEET Date: CHECKED TEXAS FT. WORTH TARRANT 08/28/2024 LMH CONTROL SECTION JOB S00-UT-33666 Sheet: APPROVED 17 OF 37 RGK 0008 13 125, etc 0) 00 ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B C M 0 0 U w 110 00 0 ro O 0 I 0 U v c v a) c i 0 v Ln U a) �o i O v U U Q O a o � 0 N (p Ln N 0 V) 7 00 U LAT-01 WL-1116A STA 1 +44.36 640 (SEE SHEET S00-UT-33660 FOR PLAN VIEW) 640 635 -635 ----------------------------------------------------- FINISHED GRADE 630 - 630 ----------------------------------------------------------- EXIST. GROUND � ' 1 7 LF 6" 625 FH LEAD 625 620 620 w>- o�w`-' ozU zU oQ,m n-) LU 615 Q-�Q1O QmJ m J Q z 0 615 O II ---- I— O O � W o - 0- J O m --- O�------ J Q Vi -------------- d ") l0 OplJlpalJl� Otntnl�0 OU�jJlO 'Q) t'oQ) z 0 + w J Z + J C J CC + J Q ,yzQW II ,yQW II QW II ,yQp� II Q�LnnCL� 'Q��a- Q��O0 610-- cnUI-I- 'cnzl-zl- cnz21-CO 610 z- 0+50 1+00 1+50 LAT-04 WL-1118 STA 1 +41.58 LAT-02 WL-1116A STA 3 +55.28 630 (SEE SHEET S00-UT-33660 FOR PLAN VIEW) 630 FINISHED GRADE PROP. 24" STORM EXIST. GROUND EXIST. GROUND/ EXIST. 12" WATER (A) FINISHED GRADE (TO BE ABANDONED) 625 EXIST. 18" STORM 625 --- - (U) (TO BE ABAN'D) ---- ---- -------------------- --- ---- PROP. 30" STORM - 620 ,-L 620 z / N 615 615 26LF1" WM LEAD 610 610 -------------------------------------------------------------------------- LU ------------------------------ CC o� o CC oL I_ J --- 605------------------------------- Q--------; i- - Q 0----------Q I— Q ~ 00 0--- 605 rn Oko J zLn Nm� J CC r4 00CL`n0 oU� � �Q� I I N�OINoO +Q00 Hz II za �U II �a II � Sao 600 c~nOU� c~n>R tnnR,CCDC 600 0+50 1 +00 1 +50 LAT-05 WL-1121 STA 1 + 72.10 LAT-03 WL-1116A STA 3+72.34 630 (SEE SHEET S00-UT-33660 FOR PLAN VIEW) 630 EXIST. GROUND/ FINISHED GRADE EXIST. 4" GAS (B) (TO REMAIN) FINISHED GRADE 625 EXIST. GROUND 625 -PROP. 24STORM ----,---- ---- ---------- -------------------- ------------ EXIST. 12" WATER (A) - (TO BE ABANDONED) � ------------------------------- r 620 i EXIST. 30" STORM (U) 615 (TO BE ABANDONED) 615 31 LF 1" r/�� WM LEAD 610 610 cc W Ln (z) o CC ko o LU � 1- —� 1- 605 Q Q 0 - 1- Q ~ M Q C)---N------- ---605---- O z rr) oOrnwl� to W d ko (z) N Oa M d~ C- I I ey O OUP' MQl~o ��1�jOCNo� +Qm ,yz II �U II I— II � 2 Ln 600 un U cU-) ---------- cc U—) 600 0+50 1+00 1+50 660 (SEE SHEET S00-UT-33664 FOR PLAN VIEW) 660 FINISHED GRADE 655 EXIST. GROUND EXIST. GROUND/FINISHED GRADE 655 ----------- ----------------------- 650 650 20 LF 6" WM LEAD 645 z 645 1 N PROP. STORM �) INLET PROP. 8" SS-3112 640 (SEE NOTE 3) 640 - - -- EXIST. 6" SEWER (R) -- (TO BE ABANDONED) w EXIST. 8" GAS (A) ,y 00 (TO BE ABANDONED) N Q � Ln r—I d Ul 635 -� Q Cr 635 ---------- Q U II Q w -- - ---------------------- ry) Q)�IOQN �OC�C3l H J U- to Nl0Cal l0 ,yzQ� II +a� II Qz ;aa Qo�a 630 cnn U Lnn a Q 01- 630 0+50 1 +00 1 +50 ... halff TBPELS ENGINEERING FIRM #312 NEEDS SPC '� SOUTH POINT RELEASE FOR CONSTRUCTION o� CONSTRUCTORS 635 (SEE SHEET S00-UT-33663 FOR PLAN VIEW) 635 EXIST. GROUND/ 630 FINISHED GRADE 630 ------------ EXIST. GROUND FINISHED GRADE EXIST. 8" WATER (A) ` 625 (TO BE ABANDONED) 625 ------------------------------------------------ PROP. 8" GASi' 620 N------ EXIST. 8"----------620---- ----------------------------------------------- ��) — SEWER (A) PROP. 24" STORM (TO REMAIN) N I ,_ 615 --------�7 LF 2" _ 615 WM LEAD w U W 00 -- - Un �H "tact ---610 ----------------------------- Q J � Q Q_ _' i- -Q 0 1c< O Q � 0 �---610---- O OOaLw � 1000a- Q0 OQIo C71NCL ��i�Co� OUP +Z OQIo +U +Qm � II ,+U II I= 1= II _ II 605 �'O LSO �O Lnz�cc (3 605 0+50 1 +00 ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION 1 +50 DATE 08/28/2024 SOUTHEAST CONNECTOR PROJECT UTILITIES LATERAL PROFILES LAT-01 THRU LAT-05 H 0 20 40 V0 4 8 SCALE IN FEET NOTES: 1. REFERENCE D-120 FOR INSTALLATION OF FIRE HYDRANT LATERALS. 2. REFERENCE D-111 AND D-112 FOR INSTALLATION OF WATERLINE SERVICE LATERALS. WATER SERVICE LATERALS SHALL BE CONSTRUCTED WITH 3' MINIMUM COVER AND 2' MINIMUM RADIUS AT VERTICAL BENDS. 3. WHERE THE WATERLINE CROSSES THE PROPOSED WASTEWATER LINE, THE SEGMENT OF WATERLINE PIPE SHALL BE CENTERED SUCH THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER OF THE WASTEWATER LINE. WARNING EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIONAL NOTE ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. OF °°°°°°°°°°°°°°°0°0 RONALD G. KING 0°°°°°°oo 81073O°°o�� < 0 T� E N oo 08/28/2024 F' Texas Department of Transportation Af © 2024 File Name: DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. SEC-S00-11-UT-33667.dgn RGK Status: DRAWN 6 F-2022(675) I-820 RFC ��/� STATE DISTRICT COUNTY E T SHEET Date: CHECKED TEXAS FT. WORTH TARRANT 08/28/2024 LMH CONTROL SECTION JOB S00-UT-33667 Sheet: APPROVED 18 OF 37 RGK 0008 13 125, etc 0) 00 N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B c 06 w M 0 O U w 00 O ro O 0 v I 0 U v c v v c 0 v Ln U a) �o i a� v U U Q O N � u"1 Q o � 0 N (p Ln N o V) 7 �0 U ~ J oU_ LAT-06 WL-1121 STA 1 +80.68 660 (SEE SHEET S00-UT-33664 FOR PLAN VIEW) 660 EXIST. GROUND 655 FINISHED GRADE -------------------------- ----------- PROP. TRAFFIC SIGNAL CABINET 655 EXIST. GROUND/ ------------ FINISHED GRADE 650 650 - ----- ----- I:------------ 16 LF 2" WM LEAD z_ --- 645------------------------------------- ---- -------- �------------------------------ --- 645---- PROP. r STORM 640 INLET PROP. 8" SS-3112 640 ------------- Li _ EXIST. 6" SEWER (R) j (TO BE ABANDONED) cc LU EXIST. 8" GAS (A) N m(TO BE ABANDONED) �� w� 635 ------------- Q-------- Q 635 OO� IN j QLn ) "_;OHO +W II +Jm II I-�a0 630 �UI.- �D 630 0+50 1 +00 1 +50 LAT-09 (SEE NOTE 4) WL-1121 STA 5+03.08 TO STA 5+28.08 640 (SEE SHEET S00-UT-33665 FOR PLAN VIEW) 640 EXIST. GROUND/ FINISHED GRADE FINISHED GRADE ---635-------------------------------- - ----- —------------ ---635---- EXIST. GROUND 18LF1 PROP. 24" STORM M LEAD , 630 630 -------------�-�-z 2' MIN ------ -------------------------- ' N • I Il EXIST. 4" SS SVC (B) (TO BE 625 ABANDONED) 625 --------------------------------------------- PROP.8" SS-3112 PROP. 8" GAS 620 - 620 ------------------------------------------------------------------- U--------------------- W N CC O O O O W 615 I' ~ Q �---'----615---- u1 - U-]dl 0 OOrn O NCE)C6 ~a~ 06 '_' >< I I +w0 +v0 +JCal ,yz II "PZ II "Qz II 610 (nntnn >O U610 0+50 1+00 1+50 ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/28/2024 LAT-07 WL-1121 STA 1 +83.67 660 (SEE SHEET S00-UT-33664 FOR PLAN VIEW) 660 EXIST. GROUND 655 FINGRADE 655 --- FINISHED ----------------------------------------------- - - --------------------------------------------------- EXIST. GROUND/ _ FINISHED GRADE Y 650 - 650 16 LF 2" WM LEAD 645 ---------------------------------------------- ---- z 645 N 1 PROP. STORM —� 640 - INLET `� PROP. 8" SS-3112 640 --- ------------------------------------- w U EXIST. 6" SEWER (R) (TO BE ABANDONED) cc EXIST. 8" GAS (A) NCr Ln (TO BE ABANDONED) w 635 - Q--------- - 0 N---------------------------- --- 635 dl _ W rv� � �amll o�� +z za I-�a0 630 LOUk- nn c~z��� 630 0+50 1 +00 1 +50 LAT-10 WL-1121 STA 6+68.89 635 (SEE SHEET S00-UT-33665 FOR PLAN VIEW) 635 PROP. 8" SS-3112 EXIST. TELECOMS (B) (SEE NOTE 3) (TO BE ABANDONED) EXIST. GROUND/ EXIST. GROUND FINISHED GRADE PROP. ---630------------------------------------------------------------ TELECOMS -------630---- FINISHED GRADE T PROP. 8" GAS — ` i r 625 625 ------ --------------------- EXIST. 8" SEWER (B/R) (TO BE ABANDONED) J z llz 620 620 - PROP. 24" STORM ------ ----- 23 FL 6" FH LEAD LAT-08 WL-1121 STA 4+32.65 645 (SEE SHEET S00-UT-33665 FOR PLAN VIEW) 645 FINISHED GRADE EXIST. GROUND/ FINISHED GRADE 640 640 EXIST. GROUND 18 LF 2" 635 PROP. 8 GAS WM LEAD 635 o PROP. II STORM —� N INLET `~ 630 630 ------------------------ k 625 -1 1 620 615 0+50 --- 615--------------------------------- 615 Ww W H NQ� O 0zO �zO w w M h mWW W 610 mJm � 0 610 -------------------------------------- Q o ---0 -----� dW--- ---- CQ QN OO�p0p—JJca a) Lf1LnL00)0 co,00�UUr�UjM Mntir'i II OUJJO N JI-0J~l0 NJzlp� + w J Z + J Z J Z + J Q ,yzQW II ,yQW II QW IICL ,yQp� II I_ � 605 LnnOULnnuz4605 0+50 1 +00 1 +50 ... halff TBPELS ENGINEERING FIRM #312 NEEDS SPC '� SOUTH POINT RELEASE FOR CONSTRUCTORS CONSTRUCTION PROP. 8" _ SS-3112 625 ---------------------------------V --------------------- Ln 0 m 0 LU O0---------------Q O--------- O ---06---620---- N OrV��O m00 Nm 11 Q 1p Q "O " J O IO Q +� +QZ � II � Cr CL II QZ CL II omCL U-) Ln 615 ------------ 1 +00 1 +50 SOUTHEAST CONNECTOR PROJECT UTILITIES LATERAL PROFILES LAT-06 THRU LAT-10 File Name: SEC-S00-11-UT-33668.dgn Status: RFC Date: 08/28/2024 Sheet: 19 OF 37 H 0 20 40 V0 4 8 SCALE IN FEET NOTES: 1. REFERENCE D-120 FOR INSTALLATION OF FIRE HYDRANT LATERALS. 2. REFERENCE D-111 AND D-112 FOR INSTALLATION OF WATERLINE SERVICE LATERALS. WATER SERVICE LATERALS SHALL BE CONSTRUCTED WITH 3' MINIMUM COVER AND 2' MINIMUM RADIUS AT VERTICAL BENDS. 3. WHERE THE WATER LINE CROSSES THE PROPOSED WASTEWATER LINE, THE SEGMENT OF WATER LINE PIPE SHALL BE CONSTRUCTED OF DUCTILE IRON WITH MECHANICAL OR WELDED JOINTS AND CENTERED SUCH THAT THE JOINTS OF THE WATER LINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER OF THE WASTEWATER LINE. 4. LAT-09 PROFILE DEPICTS THE ELEVATIONS OF THE WATER SERVICE AT 5+03.08. THIS IS SHOWN AS A TYPICAL PROFILE FOR ALL SIX WATER SERVICES IN THIS AREA. CONTRACTOR SHALL INSTALL THESE SIX SERVICES 3' BELOW EXISTING GROUND AND AT LEAST 2' ABOVE THE PROPOSED GAS AND PROPOSED SEWER CROSSINGS. EXACT ELEVATIONS WILL DIFFER SLIGHTLY FROM WHAT IS CALLED OUT IN THE LAT-09 PROFILE. WARNING EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIONAL NOTE ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. OF 00 °°°°°°°°°°°°°°°0°0 RONALD G. KING 0°°°°°°81073 �0-1 E N O� 08/28/2024 F' Texas Af © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN j Wj STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33668 0) 00 N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B O � oa M N 112 NO. 00 Ln 0 ACCEPTABLE BACKFIEE MATERIAL IN ACCORDANCE WITH SECTION 33 05 10 6" MIN. AND 12" MAX. INITIAL BACKFIEE 0 MIN. AND 12" MAX. BEDDING ISSUE RECORD DESCRIPTION RELEASED FOR CONSTRUCTION DETAIL A SURFACE RESTORATION BY OTHERS + + + + + + + + + + + + -+ + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + -+ + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + 95% COMPACTION + + + + + 2% TO +5% OF OPTIMUM + - + + + + + MOISTURE CONTENT ' + + + + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + -+ + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + —+ + + + + + + + + + + + O T NO GROUND I WATER PRESENT I I GROUND WATER PRESENT FINAL BACKFIEE - < 15' UNDER PAVEMENT ALL DEPTHS FOR NON PAVED AREAS TRENCH GEOTEXTILE FABRIC CRUSHED ROCK PER SECTION 33 05 10 6" MIN, TRENCH WALL CLEARANCE (TYP.) WATER LINE TRENCH REPAIR (UP TO 1211) NOT TO SCALE DATE 08/28/2024 MEN .. TBPELS halff SOUTHYPOINT CONSTRUCTORS ACCEPTABLE BACKFIEE MATERIAL IN ACCORDANCE WITH SECTION 33 05 10 1" MIN 1" MIN NEEDS SPC RELEASE FOR CONSTRUCTION DETAIL B SURFACE RESTORATION BY OTHERS + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + -+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 95% COMPACTION + + + + + 2% TO +5% OF OPTIMUM + -_ + + + + + ' MOISTURE CONTENT ' + ' + + -+ + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _+ + + + + + + + + + + + FINAL BACKFIEE - < 15' UNDER PAVEMENT ALL DEPTHS FOR NON PAVED AREAS UTILITY SAND PER SECTION 33 05 10 WATER SERVICE TRENCH REPAIR NOT TO SCALE SOUTHEAST CONNECTOR UTILITIES DETAILS TRENCH REPAIR A & B PRO E CT J File Name: SEC-S00-11-UT-33669.dgn Status: RFC Date: 08/28/2024 Sheet: 20 OF 37 OF T �� RONALD G. KING X0 81073 O �� < p��®s/° ® ANAL �® �o 08/28/2024 Texas Department of Transportation © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK DRAWN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SNO T CHECKED TEXAS FT. WORTH TARRANT LMH � CONTROL SECTION JOB S00-UT-33669 APPROVED RGK 0008 13 125, etc 0) M M CID ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B a 0 0 M M 0 0 U w un u, 0 00 0 a ACCEPTABLE BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 33 05 10 ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DETAIL C SURFACE RESTORATION BY OTHERS + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + += FINAL BACKFILL + + + 95% COMPACTION + + + - < 15' UNDER PAVEMENT + + 2% TO +5% OF OPTIMUM + - ALL DEPTHS FOR + + + + + ' MOISTURE CONTENT ' + + j NON PAVED AREAS + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + -+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _ + + + + + + + + + + + + -+ + + + + + + + + + + + J- v, V -V J- v, V -V J- v, V -V J- v, V t -0000000000000000= -7 0 0 17 0 0 0 0 17 0 17 0 17 C 0 0 0 0 0 0 0 0 0 0 - -7 0 0 0 0 0 0 -171717 17 17 17 7 0 0 0 0 � - 0 0 0 0 - -7 0 0 C 0 0 �PQ' o o - 7 7JQ�OP17 C CLSM EMBEDMENT IN -_7 o 0 0 ACCORDANCE WITH 0 0 0 0 SECTION 03 34 13 -7 o 0 0 0 0 - FROM BOTTOM AND -7 0 0 0 0 0 0� LIMITS OF LAUNCH 0 0 0 7 o 0 0 0 - OR RECEIVING PIT 171717171717 177177177 TO 6" ABOVE vvvvvvvvvvvvvvvv CASING PIPE OR �7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 - TUNNEL LINER PLATE TO PROTECT END SEAL (SEE D-108) WATER LINE TRENCH REPAIR WITHIN BORE PIT LIMITS NOT TO SCALE DATE 08/28/2024 e . halff TBPELS ENGINEERING FIRM #312 Ar SOUTH POINT CONSTRUCTORS DETAIL D SURFACE RESTORATION BY OTHERS + + + + + + + + + + + + - Y., + + + + + + + + + + + + + + 95% COMPACTION + + ++ --2% TO +5% OF OPTIMUM + - FINAL ACCEPTABLE BACKFILL ++ + MOISTURE CONTENT+ + + BACKFILL MATERIAL N ACCORDANCE + + + T T T I I I + + + - 15' WITH SECTION 33 05 10 + + + + + + + + + + + + BACKFILL WITH CSS OR + + + + + + + + + + + + - NOTE: SELECT BACKFILL IN + + + + + + + + + + + = BACKFILL FOR TOTAL ACCORDANCE WITH - + + + + + + + + + + + FINAL BACKFILL DEPTH SECTION 33 05 10 O v O v O v - GREATER THAN 15' DEEP O O O _ FOR PAVED AREAS -> O O O O O O C- 98% COMPACTION- 00 00 00 0 -2% TO +5% OF = FINAL O O O O� OPTIMUM BACKFILL 0000000CMOISTURE� VARIES >OOOOOOOC CONTENT = -> O O O - Cl V vV VV V V V v V V V V V -o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - -7 0 17 0 17 0 17 7 0 7 0 7 0 7 17 7 17 17 17 17 17 17 -7 0 0 0 0 0 0 -7 17 7 17 7 17 7 0 0 0 0 - 0 0 0 0 - -7 0 0 0 0 �PQ' o 0 7 17JQ�O�P17- CLSM EMBEDMENT IN -_7 o 0 o ACCORDANCE WITH 7 SECTION 03 34 13 -7 o 0 0 0 0 - FROM BOTTOM AND -7 0 0 0 0 0 0� LIMITS OF LAUNCH 0 0 0 o 0 0 1 - OR RECEIVING PIT 000000 00000� - TO 6" ABOVE ���������������V CASING PIPE OR TUNNEL LINER PLATE TO PROTECT END SEAL (SEE D-108) WATER LINE DEEP TRENCH REPAIR WITHIN BORE PIT LIMITS NOT TO SCALE NEEDS SPC SOUTHEAST CONNECTOR PROJECT RELEASE FOR UTILITIES CONSTRUCTION oeTaiLs TRENCH REPAIR C & D O F T �� RONALD G. KING X0 Q°°°°°°°°°°°°°°°°°°°°°°°°°°� � 81073 O �� P4p0°?C E N s`�°���`�® s/° ® ANAL �® �o 08/28/2024 Texas Department of Transportation © 2024 File Name: DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. SEC-S00-11-UT-33670.dgn RGK Status: DRAWN 6 F-2022(675) 1-820 RFC �w� STATE DISTRICT COUNTY SHEET Date: CHECKED TEXAS FT. WORTH TARRANT 08/28/2024 LMH CONTROL SECTION JOB S00-UT-33670 Sheet: APPROVED 21 OF 37 RGK 0008 13 125, etc 0) M M CID ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B 0 M M 0 0 U W un 0 0 d- 00 0 DETAIL E FULL DEPTH SAWCUT (TYP.) ASPHALT TO BE PLACED IN TWO U FTS EXISTING TREATED — -- EXISTING SUBGRADE (IF ANY) � TRENCH REPAIR LIMITS HMAC CONCRETE BASE MATERIAL PAVEMENT FOR TRENCH REPAIR PER / TACK COAT SECTION 03 34 16 / \\\��\��� \A\\\\\\\\\\\ \\\\\\\\ H r r r r r r r rr rrrrrrr rr rrr, as - ° • . . rr rrr rrr rrr rrr rrrrrrr r r r r r 8,r tl ,. i r r ri r ri ri I I PROVIDE DENSITY AND -12 o 0 0 0 0 0 0 0 °o 0 0 0 0 0 '7 1 '` THICKNESS TESTING-17o17o1700000000000 PER SECTION 32 12 16 1000000000000000� - PART 3.6-171717171700000000000 UNDISTURBED - 000000000000000� SUBGRADE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 7 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 1 17 17 17 17 17 17 17 17 17 17 17 17 17 0 17 — -17o17o1700000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000 - FINAL - 000000000000000� BACKFILL -0000000000000000 VARIES CLSM IN ACCORDANCE �000000000000000� -_ WITH SECTION 03 34 13,-0000000000000000 BACKFILL IN ACCORDANCE 000000000000000� WITH SECTION 33 05 10 J_7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -7000000000000000 1 0 17 0 '7 17 '7 17 '7 17 '7 17 '7 17 '7 17 — -171717171700000000000 0 17 0 17 0 17 0 17 0 17 0 17 0 17 0 0 — 6" MIN. AND v v v v v v v v v V v V v V v- 12" MAX.-0000000000000000 - INITIAL BACKFILL -, o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - _000 000�- -000 000 I 0 0 0 0 — 0 0 0 0 - 00 '7 '7 - 7 P 7 7 1� E- CLSM EMBEDMENT IN -17 17 17 17 ACCORDANCE WITH C SECTION 03 34 13 0 '7 0 '7 0 17 0 17 17 7 17 - 0000 v 0000 - 6" MIN. AND 1717177o7_ - 12" MAX. -o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BEDDING o00000000000070�- ii 12" MIN, TRENCH WALL CLEARANCE (TYP.) WATER LINE TRENCH REPAIR UNDER ASPHALT ROAD (UP TO 1211) ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION NOT TO SCALE DATE 08/28/2024 MEN .. TBPELS halff SOUTHYPOINT CONSTRUCTORS DETAIL F TRENCH REPAIR LIMITS _ FULL DEPTH SAWCUT CONSTRUCTION JOINT WITH (TYP.) SILICONE JOINT SEALANT JOINTING SHALL MATCH SEE NOTE #4 PER 32 13 13-D518 (TYP.) CLASS 'H' CONCRETE — EXISTING LOCATIONS EXISTING PAVING PER SECTION 32 AND TYPES AS CONCRETE EXISTING TREATED 13 13 OR 'HES' F CLOSELY AS POSSIBLE SUBGRADE (IF ANY) DESIGNATED ON DRAWINGS PAVEMENT / SEE NOTE #2 / 3.0" -MIN. as \• . �. - �, as . ° •.. 0° ' SEE aNOT r r r r °. Iri`rrr� rr rr rr rr rr �rr rrr rrr f rr rr� , a° a - . . , a a °a ..rrr rrr rrr rrr rrr rrr 1 + + + + + + + + + + + + _ 1 _+ + + + + + + + + + + + /y STRENGTH AND + + + + + + + + + + + + THICKNESS TESTING + + + + + + + + + + + + - UNDISTURBED SHALL BE PERFORMED _ + + + + + + + + + + + + - SUBGRADE PER SECTION 32 13 13 + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + - FINAL BACKFILL - + + + 95% COMPACTION + + + - < 15' UNDER PAVEMENT + + 2% TO +5% OF OPTIMUM + ALL DEPTHS FOR + + + + + ' MOISTURE CONTENT . + . + + NON PAVED AREAS + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + -+ + + + + + + + + + + + ACCEPTABLE + + + + + + + + + + + + BACKFILL MATERIAL + + + + + + + + + + + + - IN ACCORDANCE WITH _ SECTION 33 05 10 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + 6" MIN. AND -� �: O�rO� O 12" MAX. _ G INITIAL BACKFILL b IV I I IN. /A IN U 12" MAX. BEDDING I I I I I I NO GROUND I WATER PRESENT I I GROUND WATER PRESENT TRENCH GEOTEXTILE FABRIC CRUSHED ROCK PER SECTION 33 05 10 6" MIN, TRENCH WALL CLEARANCE (TYP.) WATER LINE TRENCH REPAIR UNDER CONCRETE ROAD (UP TO 1211) NEEDS SPC RELEASE FOR CONSTRUCTION NOT TO SCALE SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS TRENCH REPAIR E & F File Name: SEC-S00-11-UT-33671.dgn Status: RFC Date: 08/28/2024 Sheet: 22 OF 37 NOTES: 1. FLOWABLE FILL IS REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS, AND OPTIONAL IN OTHER AREAS. BACKFILL SHALL MEET STANDARD SPECIFICATION 33 05 10, 2, FOR RESIDENTIAL STREET USE #4 BARS AT 18" O.C.E.W. AND 12" O.C.E.W. FOR ARTERIALS AND INDUSTRIAL STREETS. 3, REINFORCED CONCRETE PAVEMENT SHALL BE REPLACED TO A MINIMUM DEPTH OF 9" FOR RESIDENTIAL STREETS OR 11" FOR ARTERIAL AND INDUSTRIAL STREETS. 4. FOR RESIDENTIAL STREETS, USE #4X18" PREFORMED BARS, DOWEL AND EPDXYED A MIN 6" INTO EXISTING PAVEMENT AT 18" O.C. (TYP), AND 12" O.C. FOR ARTERIAL AND INDUSTRIAL STREETS. 5, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT WORTH STANDARD SPECIFICATIONS. RONALD G. KING Q°°°°°°°°°°°°°°°°°°°°°°°°°°� 81073 O �� C E N S`�°���`�® s/° ® ANAL �® �o 08/28/2024 Texas Department of Transportation © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK DRAWN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SNO T CHECKED TEXAS FT. WORTH TARRANT LMH � CONTROL SECTION JOB S00-UT-33671 APPROVED RGK 0008 13 125, etc 0) M M CID ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B c a M M 1- 1 r—I 1 O O 1 U W un Ln d- 00 O a DETAIL G SURFACE RESTORATION BY OTHERS � -0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - � 170 0 0 0 0 0 0 0 0 0 0 0 0 0= -o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 0 17 0 17 0 17 0 17 0 17 0 17 0 1 - -17 0 17 0 17 0 17 0 17 0 17 0 17 0 17 17 �o17o17o0000000000 - FINAL '000000000000000� BACKFILL -000000000000000o VARIES CLSM IN ACCORDANCE 7 0 0 0 0 0 0 0 0 0 0 0 0 0 '7 '7 CLSM IN ACCORDANCE WITH SECTION 03 34 13,-000000000000000o WITH SECTION 03 34 13, BACKFILL IN ACCORDANCE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BACKFILL IN ACCORDANCE WITH SECTION 33 05 10 0017 0017 0017 0017 0017 0017 0017 0o WITH SECTION 33 05 10 - 0 17 0 17 0 17 0 17 0 17 0 17 0 17 0 17 17 17 D 17 D 17 D 17 D 17 D 17 D 17 O C - - 17 0 170 170 170 170 170 170 17 17 170 170 170 170 170 170 170 �� 6" MIN, AND 12" MAX. NITIAL BACKFILL 6" MIN. AND 12" MAX. BEDDING 6" MIN. AND 12" MAX. -7 0 0 0 0 0 0 INITIAL BACKFILL 0 0 0 0 0 0 0 0 0 0 - r- -17 17 17 17 17 17 -7 7 �� �o � 00 17 '7 - 7 7 �P�O�P -�- CLSM EMBEDMENT IN -_� ACCORDANCE WITH 0 '70 '7 17'7o o o SECTION 03 34 13 0 17� I 7 7 7 71I— UTILITY SAND PER - SECTION 33 05 10 000�o�- 6" MIN. AND -V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12" MAX. -70000077777777 77 17 INITIAL BACKFILL II ill ill ill ill ill ill T 12" MIN. TRENCH WALL CLEARANCE (TYP.) WATER LINE CLSM TRENCH REPAIR NOT TO SCALE ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/28/2024 DETAIL H DETAIL I TRENCH REPAIR LIMIT FUEL DEPTH SAWCUT CONSTRUCTION JOINT WITH s (TYP.) SILICONE JOINT SEALANT JOINTING SHALL MATCH SEE NOTE #4 PER 32 13 13-D518 (TYP.) CLASS 'H' CONCRETE EXISTING LOCATIONS EXISTING PAVING PER SECTION 32 AND TYPES AS CONCRETE EXISTING TREATED 13 13 OR 'HES' F CLOSELY AS POSSIBLE PAVEMENT SUBGRADE (IF ANY) DESIGNATED ON DRAWINGS SEE NOTE #2 SURFACE RESTORATION BY OTHERS 7 .' 0' 0' 0' 0' 0' 0' 0 -171717171700000000000 VVVVVVVVVVVVVV 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -17 '7 17 '7 17 '7 17 '7 17 '7 17 '7 17 '7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 170 0 0 0 0 0 0 0 0 0 0 0 0 0 1� 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '7 0 '7 0 '7 0 '7 0 '7 0 '7 0 - 17 0 17 0 17 0 17 0 17 0 17 0 17 0 17 0 17'7 17'7 17'7 17'7 17'7 17'7 17'7 7 -17 17 0 17 0 17 0 17 0 17 0 17 0 17 0 17 17 0 17 0 17 0 17 0 17 0 17 0 17 0 17 3.0 MIN. ,r V ,r A. SEE NOTE rr rr rr «a`m "� a rr rr rr rr rr — I I � fry rr�f�r� rr�rr� • a �." _� �r� rr� rri fry rr�rfr� �- ' 7 0 7 0 7 17 '7 17 '7 17 '7 17 '7 0 '7 �- STRENGTH AND-0000000000000000 UNDISTURBED �- THICKNESS TESTING - 000000000000000�- SUBGRADE SHALL BE PERFORMED 17000000000000000 - PER SECTION 32 13 13 "�0�0�0�0�0�0�0�= -0000000000000000- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' - -'IV D D D D D D D D D D D D D O C FINAL 700000000000000 - FINAL BACKFILL /V V V Vo0000000000= BACKFILL VARIES _17o17o1700000000000 VARIES CLSM IN ACCORDANCE 7000000000000000' WITH SECTION 03 34 13,-0000000000000000 BACKFILL N ACCORDANCE -7000000000000000� WITH SECTION 33 05 10 0000000000000000 -_ - 17 0 17 0 17 0 17 0 17 0 17 0 0 0 17 0 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 V 0 V 0 v 0 v 0 v 0 v 0 v 0 v 0 6" MIN. AND v v v v v v v v v'-v v v v- 12" MAX. o000000000000000 INITIAL BACKFILL 1000000 000000� 0 0 0 0 '7,--' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 �2 7 NOTES: 'S - '7 17 Q\Q '7 17 1, FLOWABLE FILL IS REQUIRED TO BACKFILL ALL TRENCHES - 7 0 0 q 0 IN DOWNTOWN STREETS, AND OPTIONAL IN OTHER AREAS. - 17 17 17 17 17 17- BACKFILL SHALL MEET STANDARD SPECIFICATION 33 05 10. - 17 7 17 2. FOR RESIDENTIAL STREET USE #4 BARS AT 18" O.C.F.W. '7 '7 '7 '7 '7 '7 '7 '7 AND 12" O.C.E.W. FOR ARTERIALS AND INDUSTRIAL „ 6 MIN. AND -_ y000000 000 7oC STREETS. 12" MAX. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3. REINFORCED CONCRETE PAVEMENT SHALL BE REPLACED - INITIAL BACKFILL 0 0 0 0 0 0 0 0 0 0 0 0 0 7 o TO A MINIMUM DEPTH OF 9" FOR RESIDENTIAL STREETS OR 11" FOR ARTERIAL AND INDUSTRIAL STREETS. III -� III III 4. FOR RESIDENTIAL STREETS, USE #4X18" PREFORMED 6" MIN. TRENCH 12" MIN. TRENCH BARS, DOWEL AND EPDXYED A MIN 6" INTO EXISTING WALL CLEARANCE WALL CLEARANCE PAVEMENT AT 18" O.C. (TYP), AND 12" O.C. FOR ARTERIAL (TYP.) (TYP.) AND INDUSTRIAL STREETS. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT WORTH STANDARD SPECIFICATIONS. WATER LINE TRENCH REPAIR FOR CASING INSTALLED BY OPEN CUT e . haLff TBPELS ENGINEERING FIRM #312 Ar SOUTH POINT CONSTRUCTORS NOT TO SCALE NEEDS SPC RELEASE FOR CONSTRUCTION WATER LINE CLSM TRENCH REPAIR UNDER CONCRETE ROAD NOT TO SCALE SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS TRENCH REPAIR G, H, & I File Name: SEC-S00-11-UT-33672.dgn Status: RFC Date: 08/28/2024 Sheet: 23 OF 37 O F T �� .. °°° °0 RONALD G. KING X0 Q°°°°°°°°°°°°°°°°°°°°°°°°°°� 81073 O �� < P410°?� s/° ® ANAL �® �o 08/28/2024 Texas Department of Transportation © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK DRAWN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SNO T CHECKED TEXAS FT. WORTH TARRANT LMH � CONTROL SECTION JOB S00-UT-33672 APPROVED RGK 0008 13 125, etc 0) M M CID ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B O M M ti H O O W 00 O ro H O O O I O U O v +I L Q) L L O a) Ln .�i U a) �o a� c ai U U Q O O M Ln M oLn 00 7 �0 U 3/a." CHAMFER FOR UNPAVED AREAS (TYP.) 4 ADJUSTABLE PIPE SADDLE SUPPORT, GRINNEL FIGURE 264 OR APPROVED EQUAL STANCHION AND BASE PLATE, GRINNEL FIGURE 63, TYPE T OR, - APPROVED EQUAL 6" MIN (TYP.) ALUMINUM LADDER BY HERON INDUSTRIES INC. OR APPROVED EQUAL, SEE NOTE 8 ALL MJ FITTINGS RESTRAINED WITH BOTH RETAINER GLANDS AND HORIZONTAL THRUST AM BLOCKING, SEE NOTE 9 IAM 6" MIN. FOR UNPAVED AREAS (TYP.) 3'-6" RESILIENT SEATED GATE VALVE, 1'-6" RESTRAINED BY MIN. ANCHOR TEE OR ANCHOR COUPLING PER i 33 12 20-D126 SECTION B—B L (4) ANCHOR BOLTS AND PIETWO WASHERS IN SQUARE PATTERN INTO FLOOR ANCHORS METER VAULT TABLE "Y" DIM TO METER BYPASS MAIN ISOLATION "X" MIN. MIN. VAULT INTERIOR SIZE SIZE VALVE SIZE SEPARATION CENTER OF DIMENSIONS METER I 3" 4" 6" 18" 2'-8" 64"Lx46"Wx6O"H 4" 4" 6" 18" 2'-8" 64"Lx46"Wx6O"H 6" 6" 6" 24" 3'-9" 90"Lx60"Wx60"H I 8" 8" 8" 30" 3'-9" 90"Lx60"Wx6O"H NOTES: RESILIENT SEATED GATE VALVE PER DETAIL 33 12 20-D126 ZK" CHAMFER FOR UNPAVED A. .— . 1. WATER METERS LARGER THAN 8" SHALL BE DESIGNED BY ENGINEER. + + + a + + + + +F+ «.•♦♦+*+♦ 2. ALL METER VAULT PIPING SHALL BE DUCTILE IRON. F+ ««+ 3. 3" METERS SHALL HAVE 4" VAULT PIPING AND SHALL REQUIRE REDUCING FLANGE GROUT WALL ;• ;+;•; *; ADAPTERS ON BOTH SIDES OF METER. PENETRATION PER F«, •+•.•+«*•: 4. ACCESS OPENING SHALL BE CENTERED OVER WATER METER AND SHALL BE: SECTION 03 80 00 6*Irl 4.1. NON -TRAFFIC AREAS: NON H-20 LOADING 30"X36" STEEL SINGLE LEAF DOOR, +++`+ +++•+*+'t`*+,+;rat +� ;•+•{', BILCO TYPE J MODEL OR APPROVED EQUAL (AS SHOWN), INTEGRALLY CAST INTO VAULT TOP. 4.2, TRAFFIC AREAS: 32" HINGED DUCTILE IRON FRAME AND COVER OR APPROVED PER MANHOLE LID ASSEMBLY DETAIL AS INDICATED IN THE DRAWINGS. 5. ONLY PRE -CAST VAULTS WILL BE ACCEPTED. CAST -IN -PLACE VAULTS WILL REQUIRE A SEPARATE SUBMITTAL. 6. FOR FLUSHING OF BYPASS LINE, INSTALL 2-1" TAPPING SADDLES, 2-1" CORP STOPS, COPPER TUBING AND 2-1" 1/4 TURN BALL VALVES, PER SECTION 33 12 1& 7. FOR WATER SAMPLING STATION, INSTALL 1" TAPPING SADDLE, CORP STOP, BALL VALVE AND ASSEMBLY FOR WATER SAMPLING STATION PER SECTION 33 12 50. WHEN VAULT IS LOCATED IN TRAFFIC AREAS, LOCATE SAMPLE STATION IN A NON -TRAFFIC AREA OR AS INDICATED ON THE DRAWINGS. 8. ALUMINUM LADDER BY HERON INDUSTRIES OR APPROVED EQUAL: RAILS SHALL BE 1-Y2~ IPS SCH. 40 ALUMINUM PIPE (6063 ALLOY) WITH END CAPS. RUNGS SHALL BE THICK ALUMINUM TREAD PLATE (3D03 ALLOY) BENT TO FORM 2-Y4"x1-Y4" CHANNEL. WALL BRACKETS SHALL BE -s" THICK 2-Yz"00" BENT PLATE (6063 ALLOY) WITH 6" STANDOFF. 9. RESTRAIN ALL MECHANICAL JOINTS FITTINGS WITHHORFORT ANDIZONTAL RETAINERHRUST GLANDBLOCKIS. ESITRA NE AL3L3 GATES VALVES WORTH. WITH RETAINER GLANDS OR ANCHOR TEE OR ANCHOR COUPLING. J ISSUE RECORD NO. DESCRIPTION DATE 0 RELEASED FOR CONSTRUCTION 08/28/2024 6" M I N —I ` I- ( TYP. ) 18" RCP SUMP WITH 4" CONCRETE BASE o CC'TM6 ILICR MJ PIPE END WITH -, RETAINER GLAND PER SECTION 33 12 11 VAULT —PLAN WATER SAMPLING STATION, SEE NOTE 7 601KNIESI1WMl U L.RV.J I-ICLl ROCK PER SECTION 33 05 10 CITY OF FORT WORTH, TEXAS COMBINATION TURBINE METER VAULT INSTALLATION WITH BYPASS MEN .. TBPELS ha�ff, SOUTH A POINT CONSTRUCTORS I rr w 2 0 U Q RESTRAINED RESILIENT SEATED GATE VALVE PER DETAIL 33 12 20—D126 PRE —CAST CONCRETE WATER METER VAULT, SEE TABLE FOR DIMENSIONS 6" MIN. FOR UNPAVED AREAS (TYP.) +++++++++++ 2" 1 /4 TURN BALL ,i VALVE, COPPER F TUBING, CORP STOP AND TAPPING SADDLE PER SECTION 33 12 10 + + + + + ♦ + + + , 12" 4" DIA+ ADJUSTABLE GALVANIZED PIPE SUPPORT W/ BOLTED ATTACHMENT TO FLANGE, PER SECTION B-B RESTRAINED STAINLESS STEEL FLANGE COUPLING ADAPTER 33 12 11-13119 J NEEDS SPC RELEASE FOR CONSTRUCTION SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS D119 File Name: SEC-S00-11-UT-33673.dgn Status: RFC Date: 08/28/2024 Sheet: 24 OF 37 O F T �� ° °°°°0 RONALD G. KING X0 81073 O �� P410°?� ® ANAL �® oo 08/28/2024 Texas © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN j Wj STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33673 M CID Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B O M M H O O Ul w Ul Q0 Ln O d- 00 O a UTILITY COLOR TABLE UTILITY POTABLE WATER RECLAIMED WATER SAN ITARY SEINER STORM DRAIN 1" WIDE REFLECTIVE TAPE WITH COLOR AS PER UTILITY COLOR TABLE. 1" APART STARTING 6" BELOW CAP. FoRTWou ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION 7 COLOR BLUE PURPLE GREEN 21" POST CAP WITH COLOR AS PER UTILITY COLOR TABLE WITH WARNING LABEL ON BOTH SIDES. 4' MIN. ' AINI C A U T 0 N U T I L I T y P I P E L N E FORT WORTH IN CASE OF 8 1 7 EMERGENCY PLEASE CALL: 392-4477 FOR LINE (81 7 ) LOCATION PLEASE CALL: 392-8296 UTILITY WARNING LABEL N.T.S. NOTES: 1. MARKERS SHALL BE REQUIRED FOR ALL POTABLE WATER, RECLAIMED WATER, AND SANITARY SEWER LINES GREATER THAN 12". 2. MARKERS SHALL BE REQUIRED FOR STORM DRAINS WHEN INDICATED ON THE DRAWINGS. 3. PLACE MARKERS AT EACH RIGHT-OF-WAY CROSSING AND AT MAJOR UTILITY CROSSINGS AS INDICATED IN THE DRAWINGS. CITY OF FORT WORTH, TEXAS UTILITY MARKER POLE DATE 08/28/2024 REVISED: 0831-2012 I 1 33 05 26-DO16 MEN .. TBPELS halff SOUTHYPOINT CONSTRUCTORS BACKFILL WITH ACCEPTABLE BACKFILL PER SECTION 33 05 10 + + + + + +++++++++ % FILL WITH CLSM UNTIL ENTIRE F++++++++++++ + +++� DIAMETEROF PIPE IS FILLED //' + + + + + + + + + 1/� TO PREVENT INFILTRATION \�o v ❑ ❑ v ❑ ❑ ❑ �O ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑'P / ❑vvv❑vv❑❑v❑❑❑❑v❑v❑v❑ �\?❑ vv❑ ❑v ❑❑ ❑v ❑❑ ❑❑ v❑ v❑ ❑❑ v ❑❑v❑❑v❑❑-7vvva❑v❑v❑❑❑'� EXISTING /\�vvv❑vvvvvvv❑❑vv❑❑vvPIPE TO BE fVVVVVVVV-77VVV'7VV7VV7 ABANDONED �vv❑vavv❑ ❑vv❑vvv❑❑v❑ ,\❑v❑❑❑❑❑❑- 077❑7❑717❑7❑77 N❑❑v❑❑❑❑❑❑v❑❑❑❑❑❑v❑❑❑ 41/ 4 \�Y�/\ /� .�//�//fi��/ 0 PLUG EXISTING PIPE BULKHEAD TO 12" TYP. WITH CLSM PER RETAIN CLSM SECTION 03 34 13 FORT WORTH NOTE: 1. ABANDONMENT SHALL BE PER SECTION 02 41 14 2. SURFACE REPAIR SHALL BE PER SECTIONS 32 01 17, 32 01 29 OR 32 14 16 DEPENDING ON EXISTING SURFACE 3. A WATER PRESSURE PLUG PER 02 41 14—D123 SHALL BE AN ACCEPTABLE ALTERNATIVE WHERE APPLICABLE. CITY OF FORT WORTH, TEXAS PIPE ABANDONMENT PLUG NEEDS SPC SOUTHEAST CONNECTOR PROJECT RELEASE FOR UTILITIES CONSTRUCTION oerniLs D016 & D007 File Name: SEC-S00-11-UT-33674.dgn Status: RFC Date: 08/28/2024 Sheet: 25 OF 37 REVISED: 08-31-2012 02 41 14-DO07 O F T �� .. °°° °0 RONALD G. KING 81073 O �� P4p0 ® ANAL �® oo 08/28/2024 Texas T 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN j Wj STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 Department of Transportotion FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33674 0) M M CIO ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B a Lri M f► 4 ti 0 O U W 00 O QLij J Q U_ DUCTILE IRON WATER PIPE NOTE: PIPE SHALL BE CENTER RESTRAINED UNLESS SHOWN OTHERWISE IN DRAWINGS STEEL CASING PIPE STEEL CASING SPACERS PER SECTION 33 05 24 DUCTILE IRON PIPE SMALLER THAN 48 WITH STEEL CASING CONCRETE PRESSURE PIPE BELL OUTSIDE DIAMETER , 1 MORTAR BAND 1 MIN. 2" OUTSIDE 1 PIPE BELL IRON "C" CHANNEL J OR TUBING SKIDS (NO ANGLE IRON ALLOWED) 24"-42" STEEL WITH ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION PROVIDE HOLD DOWN JACKS AT ENDS OF CASING I/ ySTEEL CASING PIPE GROUT BOTTOM CONCRETE AND PRESSURE PIPE STEEL CASING ORTWOR DATE 08/28/2024 CASING PIPE SCHEDULE — DUCTILE IRON PIPE NOMINAL DIP CARRIER IN CARRIER PIPE BELL OD CASING PIPE SIZE w/ REQUIRED STEEL ID RESTRAINT 6" 8.6" 20" 8" 11.16" 20" 10" 13.25" 20" 12" 15.22" 24" 14" 17.73" 30" 16" 19.86" 30" 18" 22.16" 36" 20" 24.28" 36" 24 29.88" 42" 30" 36.34" 48" 36" 42.86" 54" 42" 49.92" 60" CASING PIPE SCHEDULE — CONCRETE PRESSURE/STEEL PIPE NOMINAL GPP CARRIER MIN CASING _PP CARRIER MIN CASING STEEL CARRIER CARRIER PIPE BELL PIPE BELL PIPE SIZE OD (C-301) STEEL ID OD (C-303) STEEL ID PIPE BELL OD 24 30 42 29 42 24.75" 30" 36.5" 48" 35" 48" 30.75" 36 43.5" 54 41 54 36.75" 42" 50.5" 60" 47" 60" 42.75" NOTE: 1. CASING DIAMETERS SHOWN ARE TO MEET MINIMUM INSTALLATION REQUIREMENTS. LARGER CASING SIZES AS INDICATED IN THE DRAWINGS SHALL GOVERN. CASING SIZES MAY BE INCREASED TO ALLOW FOR CASING INSTALLATION TOLERANCE VARIABILITY. CITY OF FORT WORTH, TEXAS WATER CARRIER PIPE INSTALLATION IN STEEL CASING NOR MEN TBPELS haLff SOUTHYPOINT CONSTRUCTORS MIN CASING STEEL ID 42" 48" 54" 60" REVISED: 05-15-2015 33 05 24-Dl06 NEEDS SPC RELEASE FOR CONSTRUCTION � EXTENTS OF LAUNCH OR PIPE BACKFILL PER A ` RECIEVING PIT SECTION 33 05 10 AS ►'r'r r r'r'r'r'►'r r r t + r'r ►'r'r'r'r'r' 1% INDICATED ON THE DRAWINGS + a `r++ FACE F% ++ OF PIT FOR TUNNEL LINER PLATE, PROVIDE HOL❑ END SEAL f DOWN JACKS AT ENDS PER SECTION + ' ' A CARRIER PIPE EMBEDMENT /� 33 05 24 4 6 PER SECTION /� +*+*+* F'+* MIN PIPE 330510A5 «rrrr�. , �\� INDICATED ON vvTVV 'vvvv vvv'v'v'vvvv'vv ,� � \� ��\vv vvvvv vvvv vvvvvvvv 1 d THE DRAWINGS vv vvv vvv vvvvvvvvv vvvv vvvvvvv vvv vvvv T _ _ a_V �/vvvvv vvv vvvvvv vvv \� VVVVI vvvvvvv vv vvvvai pave 1 ! vvvvvvvv vvvvvvvvv vav \%vvvvvvvvv vvvvvvvv vvvv \ vvvvvvvvvv vvvvvvv vvv1q 1L____LLsv�vesmvsvvs>�vsys vvvv vvvv _ NOTE: 1. FOR BELL AND SPIGOT PIPE, REMOVE ALL SLACK IN LINE PRIOR TO BACKFILL AND PRESSURE TESTING. FOR CASING BY OPEN CUT, STEEL CASING PIPE OR EMBEDMENT SHALL BE SAND TUNNEL LINER PLATE PER SECTION 33 05 10 ALL JOINTS WITHIN AND ADJACENT TO CASING OR CONTACT GROUT PER TUNNEL LINER PLATE TO CASING SECTION 33 05 23 IF BE RESTRAINED PER TABLE SPACER PIPE JACKING OR HAND TUNNELING ./ vvvvvvvvvvvvvvvvvvvv vvvv X�vvvvveavvvvvvvvvvvvv, vvvv vvavvvvvvvvvvvvvv 18' ��+ vvvvvvvvvvvvvvvvv°MIN,vvvv 4v MA x \ \vvvvvvvv\gvvvvvv vvvvvvvv�\v\vvv `N f7�\, 12" MAX (TYP.) CLSM FROM BOTTOM AND LIMITS OF FOR STEEL PRESSURE PIPE AND ALL CARRIER PIPE 48' AND LARGER,LAUNCH OR RECIEVING PIT TO 6" ABOVE CASING PIPE OR TUNNEL CASING SPACERSPACING SHALL BE LINER PLATE TO PROTECT END SEAL DESIGNED BY ENGINEER CARRIER PIPE - RESTRAINED JOINTS DIP DIP DIP STEEL DIAMETERS DIAMETERS DIAMETERS PIPE 8"-16" 24"-48" 54" & LARGER ALL SIZES MECHANICAL MJ WITH MEGALUGS FLANGED OR WELDED FITTINGS JOINT WITH OR RESTRAINED LOK-RING** JOINTS MEGALUGS PUSH -ON JOINT* JOINTS BELL & SPIGOT RESTRAINED LOK-RING** WELDED PIPE WITH GRIPPER PUSH -ON JOINTS JOINTS GASKET JOINT* *TR-FLEX BY US PIPE, FLEX -RING BY ACIPCO, OR APPROVED EQUAL **LOK-RING BY ACIPCO, OR APPROVED EQUAL ZE ¢� J Z 7 bw U3 U �w zw w� ~o x w SPACING BETWEEN CASING SPACERS SHALL BE NO MORE CASING SPACERS THAN 6' MAX (TYP.) ON BOTH SIDES OF j EXTENTS OF LAUNCH OR BELL AND SPIGOT RECIEVING PIT vvvvvvvvvvvvvvvvvvvvvvvvvv+ ►vvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvaavvvvvvvvv+ ►vvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvv+ ►vvvvvvvvvvvvvvvvvvvvvvvvvv v v v v v v v vvv v v v v v v v v v v v v v T v+ ►vvvvvvvvvvvvvvvvvvvvvvv vvvvvl PIPE EMBEDMENT PER -j SECTION 33 05 10 PLAN ► ■ CLSM PER SECTION 33 05 10, TO EXTEND TO UNDISTURBED EARTH IN ALL HORIZONTAL DIRECTIONS AND TO THE BOTTOM OF THE EXCAVATION FoRTWORTH. CITY OF FORT WORTH, TEXAS DUCTILE IRON PIPE AND STEEL PIPE CASING & TUNNEL LINER PLATE PROFILE SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS D106 & D108 File Name: SEC-S00-11-UT-33675.dgn Status: RFC Date: 08/28/2024 Sheet: 26 OF 37 OF �P Q°°°°°°°°°°°°°° RONALD G. KING 81073 O X\° TC E N r��® 0NAL oo 08/28/2024 Texas © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN j Wj STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 REVISED: 08-31-2012 33 05 24-D108 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33675 M M CID Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B W Z J �I w d o Ir d SIDEWALK PI bLCTII f1R C1f1AIC1RF7rF _ SEAL BRASS NIPPLE WITH CAP OR PLUG TAPPING SADI (ONLY DUCTILE IRON h BE TAPPED DIRECT O a �p WATER MAIN BEHIND CURB O NOTE: M 1. PLASTIC METER BOXES SHALL BE USED IN NON -PAVED AREAS. 2. CONCRETE METER BOXES SHALL BE USED IN PAVEQ AREAS. '~ 3. METER SHALL NOT BE PARTIALLY O PLACED IN DRIVEWAYS OR O 6 SIDEWALKS. U 4. USE PURPLE METER BOX LIDS W FOR RECLAIMED WATER METERS. un O d- 00 O a v U N �o v c v U O CL U-1 .a ko a M Q �4S M N ISSUE RECORD N 112 NO. DESCRIPTION oo Ln 0 RELEASED FOR CONSTRUCTION 00 C.i DATE 08/28/2024 BLUE VINYL TAPE, 3" WIDE, 6" ABOVE GROUND 'k FOR 3/4" METER USE CURB 1" x 3/4" REDUCER PAVEMENT o I � SERVICE LINE FOR WATER MAIN ON OPPOSITE S1DE PPIN DUCT SADDLE (ONL Y TILE IRON MAY BE TA DIRECTLY) 1" TYPE K COPPER SERVICE LINE STANDARD CORPORATION STOP WITH CC THREAD BY FLARE CONNECTION J PLASTIC OR CONCRETE >_ METER BOX PER � 33 12 10-S114/S117 of rr of a SIDEWALK 20„ iIIIIIiIIIIIiIIIIIiII�IIiIIIIIiII�IIiIIIIIiIIIIIiI � IiI � lil -iiil ii— -III- —I 1 11 I� I -I SEAL BRASS NIPPLE —III —I III—I—I—III—� WITH CAP OR PLUG -III—III= _—III—III—III-- �—III—I ;III ;III II,;,III ;,III II TAPPING SADDLE (^"" " DUCTILE IRON MA TAPPED DIRE( WATER MAIN BEHIND CURB NOTE: 1. PLASTIC METER BOXES SHALL BE USED IN NONI-PAVED AREAS. 2. CONCRETE METER BOXES SHALL BE USED IN PAVED AREAS. 3. METER SHALL NOT BE PARTIALLY PLACED IN DRIVEWAYS OR SIDEWALKS. 4. USE PURPLE METER BOX LIDS FOR RECLAIMED WATER METERS. BRONZE FLANGE ADAPTER 1� I. WATER M ETER BRONZE I BLUE VINYL TAPE, 3" FLANGE WIDE, 6" ABOVE GROUND ADAPTER r 2' MIN. - 11 " [j ANGLE STOP WITH J FLARE CONNECTION (ANGLE KEY FLANGE , METER VALVE W/ 1 COPPER FLARE NUT) CITY OF FORT WORTH, TEXAS REVISED- 11-07-2016 RT W RTH 1-INCH WATER SERVICE 3312 10-D111 90• FLARE x FLARE BRASS ELBOW ON 2" SERVICE ONLY. USE 2'-0" R MIN. ON 1.5" SERVICE. STANDARD CORPORATION STOP WITH CC THREAD BY FLARE CONNECTION '•' haLffNEEDS SPC SOUTHEAST CONNECTOR PROJECT TBPELS SOUTHYPOINT RELEASE FOR UTILITIES CONSTRUCTORS CONSTRUCTION DETAILS D111 & D112 CURB PAVEMENT M SERVICE LINE FOR WATER MAIN ON OPPOSITE SIDE TAPPING SADDLE (ONLY - DUCTILE IRON MAY BE TAPPED DIRECTLY) 1.5" OR 2" TYPE K J COPPER SERVICE LINE STANDARD CORPORATION STOP WITH CC THREAD BY FLARE CONNECTION WATER MAIN IN STREET CITY OF FORT WORTH, TEXAS 1 �2 & 2-INCH WATER SERVICE File Name: SEC-S00-11-UT-33676.dgn Status: RFC Date: 08/28/2024 Sheet: 27 OF 37 D F T �� RONALD G. KING X0 Q°°°°°°°°°°°°° 81073 O �� s/° �� ® ANAL �® oo 08/28/2024 REVISED: 12-12-2014 33 12 10-D112 Texas Department of Transportation © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK DRAWN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SNO T CHECKED TEXAS FT. WORTH TARRANT LMH I CONTROL SECTION JOB S00-UT-33676 APPROVED RGK 0008 13 125, etc M M CIO ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B a M M 1- H O O U W un U, 00 O U O C_ O � .a O a M N NO. Ln 0 r- ()0 Ci QJ Lij U_ 1 /2" REBAR (2) PICK HOLE POCKET 3" x 9/16"x THRU HOLE WITH 3/160 304SS ROD �dudueudadudod�. QeQe0° 0-11- ,uo¢o¢o¢ ¢o¢o¢o¢ 0 17, 0-0-0 9-0-0-0 J ° ° ¢ Cli OF ¢_ 0 Q F RT W RTH 04, o°Co°u°o°a°u°oho ddddd Weeee <60-0 D0QDOo0m0 ¢¢o¢o¢o¢o¢o¢�¢ ¢_¢_¢Cn¢=¢=¢Cn¢ SNAP LOCK 1_1/2" 11-1/8" POCKET, SEE NOTE #4 METER BOX LID z_ w I „ 8 Q n°"Qdaa 0• I jo¢o o } Qu°¢°a 0 zpQo0o0o U- .• aQeQe0eQe pe°=°='_ 0 16" I.D. WORK AREA MIN. y- - _H -I/'' 3/8" WALL � — METER BOX N OTE: 1. USE THIS METER BOX IN NON —PAVED AREAS ONLY. 2. DIMENSIONS t 1/8" U.N.D. 3. WALL THICKNESS: 3/8" MIN. 4. SNAP LOCK POCKET WILL RECEIVE AMR/AMI DEVICE ENDPOINT. SNAP LOCK SLOT IS 1-7/8" t .015" TO ALLOW FOR A FINGER FORCE INSTALL, POCKET HEIGHT IS 3/8" FOR MIN 1 /8" AIR GAP. n Q000-01, 1� FoRTWoRTHCITY OF FORT WORTH, TEXAS 1—INCH STANDARD PLASTIC METER BOX (3/4 & 1—INCH METERS) (CLASS A) ISSUE RECORD DESCRIPTION RELEASED FOR CONSTRUCTION DATE 08/28/2024 o 0 0 0 0 0 0� ,0 d °O°O°�p0== 0 0 0 0 0 0 o c 0 0 0 0 0 0 0 00000000 �000o0 o0c 0 0 0 0 0 0 0 0 =0000°0°000°0°0°� 0 0 0 0 0 0 0 0 °°°°°°°°°° 0° 0 °°°° 0 0 0 0 0 0 0 °°°°°°°°°°° 0 00000000 c/1�v0 o0 o0000000o c 1ILL o 0 0 0 0 0 OW000°°°°00°°°Om0 =ao0o0o°00o0o°omc °oo°o°o°o°0°00�0 ODg00�0�000�0�g00 00000000 CITY OF °o°o° ORT WORTH °o°o° o 0 0 0 F i ,, R =oj 14" I.D. WORK AREA MIN. — 3/8" WALL SNAP LOCK POCKET, SEE NOTE #4 °o o°o°0°0°0°0°00 1 °=Qo°oDoao°�0c — 1J 0 0 0 0 0 0 0 0°00°°000°0°�°� -0--0— 0 0 0 0 °°°°°°°°°°°°°°°°° 0 0 0 0 0 0 0 0 0°0°0°0°0°0°0°0°_ 000000000 =000000°0°0°0°�°= 00000000 0�0°�°0°0°�°0°0�� 0 0 0 0 0 0 0H 0°0°0°0°0°0L40 C'V :=c o 0 .0.0. c c a ° 0 °0..0 0=00o°O°00o°O°000 �- 00000000000000000 =000000000000000- 0°00o CITY OF 0-0-0 °0 °o°o° RT W RTH °o°o° 0000000o 00000=°0 0 :=o 0 0 0 o O O - - 15-1 /4" - I 1 /2" REBAR (2) 1— 7/8" PICK HOLE POCKET METER BOX LID 3" x 9/16"x THRU HOLE WITH 3/160 304SS ROD 1 28" I.D. WORK AREA MIN. \ i L� N OTE: 1. USE THIS METER BOX IN NON —PAVED AREAS ON LY. 2. DIMENSIONS f 1 /$" U.N.O. 3. WALL THICKNESS: 3/8" 4. SNAP LOCK POCKET WILL RECEIVE AMR/AMI DEVICE ENDPOINT. SNAP LOCK SLOT IS 1-7/8" t .015" TO ALLOW FOR A FINGER FORCE INSTALL. POCKET HEIGHT IS 3/8" FOR MIN 1/8- AIR GAP. 1 METER BOX REVISED: 01-04-2017 FoRTWoRTHCITY OF FORT WORTH, TEXAS 2—INCH STANDARD PLASTIC METER BOX 33 12 10—D113 (1%2 & 2—INCH METERS) (CLASS C) NOR MEN TBPELS haLff SOUTH :POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION SOUTHEAST CONNECTOR UTILITIES DETAILS D113 & D114 REVISED- 01-04-2017 33 12 10-D114 PRO E CT J File Name: SEC-S00-11-UT-33677.dgn Status: RFC Date: 08/28/2024 Sheet: 28 OF 37 0 F���� �P � ........................o RONALD G. KING 81073 O 0�04 � TC E N s� o� 0NAL� o� 08/28/2024 Texas Department of Transportation Af © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK DRAWN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SNO T CHECKED TEXAS FT. WORTH TARRANT LMH � CONTROL SECTION JOB S00-UT-33677 APPROVED RGK 0008 13 125, etc 0) M M CIO 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B O � M M O O U LU 1/2" REBAR (2) PICK HOLE POCKET 3" x 9/16"x THRU HOLE WITH 3/160 304SS ROD If -I-,' o�ooQ000� aao°Qa0 0°u°a°o 0 0 oa cl o °oaa p a Q FORT woRTH p Q Q 0 aQvuc °u= w vQo adddU � Q QaQ°�aaQ�p��e uoaouo00-0-M a�u=a=a�0=a=a-+u �,DQQQaQOQ�Q�Q�p 0==QUO=a=Q=a= a=a=a=o=0=a=u dadQeOoQeQdQdQd a=Q=a=a=0=a=a=0 - �— QoQ o°oQ eQe Qe Qe 0-0-0-0-0- SNAP LOCK 1 -3I4" 11-1 8" � POCKET, SEE NOTE #2 METER BOX LID 18-1 /8" 16-7/8" d- - 00 �v 0 a 0 20-1/4" I.D. +� WORK AREA MIN. Q) IKE O U N METER BOX i I 11-7/8" I.D. i WORK AREA MIN. NOTE: 1. USE THIS METER BOX IN PAVED AREAS ONLY. Q 2, SNAP LOCK POCKET WILL RECEIVE AMR/AMI DEVICE ENDPOINT. SNAP LOCK SLOT IS 1-7/8" f .015" TO ALLOW FOR A FINGER FORCE INSTALL. POCKET HEIGHT IS 3/8" FOR MIN 1 /8" AIR GAP. i c i 0 v U o CITY OF FORT WORTH, TEXAS Q_ FoRTWORTH _ NCRETE METER BOX'I INCH STANDARD C� (3/4& 1-INCH METERS) (CLASS A) U � O a O o� N � ti M �r ISSUE RECORD NNO. DESCRIPTION DATE Ln 0 RELEASED FOR CONSTRUCTION 08/28/2024 N _ OQ C.i QJ LL REVISED-. 01-04-2017 33 12 10-D116 MEN haLff No No am TBPELS ENGINEERING FIRM #312 SOUTH OPOINT CONSTRUCTORS �° 0000000000��' °o000°o°T°T°T 0 0 0 0 0 0 0 00000000 o°T°o°T°T°o°T°T°o 0 0 0 0 0 0 0 0 00000°0°0°0°0°0°0 0 0 0 0 0 0 0 0 0°00°000°0°0°0°°°° 0 0_ o 0 0 0 0LU0°0°0°0°0°0°0 0 0 0 0 0 0 0 oW o°o°o0c°o°o°vmc 0F_0o0o0000000o6--40 =4o0o0o000o0.0v1711 0000000 0 0-0°0°0°0°0°0°0-0 0 0 0 0 0 0 0 0 0O0O0O00 0°0°0°0 0 0 0 0 0 0 0 0 =° 0°0 ° 0° 0°0 ° 0-0-0 ° ° 0-0-0 II- 81 of 0 ° 0 0 FORT W ,t\THI 0 00 0 E�00C=0C=000 0-000a0- 0 0 0 0 0.0 0- ao��0o0Q0o0Q0�0�a .= 0000ao 0 0 0 0 0 0 0 °oa°°°°°°°°°°°°° 000 00000° 000000 00 °n..0 0.0. a°o° ;=o 0 0 0 0 0 0 ° o° 0° 0° 0° =0000000 0000000 0�0�0-0-9-0-0-0 �0 1-LU 0�0�0�0�0�m LC] � 0p 0 0 0 0 0 0-40 I �<�m� ° 0000�00O0O�a�O c0o 0 0 0 0 0 0 0-0�0�0�0�0�0�0�0 00�0�0�0— p0(10p e e 0 0 II ll II r I+ITV nC I° n o n 0 0 0 a�p�p�0�0�OW �- 14-5/8" METER BOX LID 26 7/8" dr 25 3/4" i 26-1 /2" I.D. WORK AREA MIN. NOTE: 1. USE THIS METER BOX IN PAVED AREAS ONLY. 2. SNAP LOCK POCKET WILL RECEIVE AMR/AMI DEVICE ENDPOINT. SNAP LOCK SLOT IS 1-7/8" t .015" TO ALLOW FOR A FINGER FORCE INSTALL. POCKET HEIGHT IS 3/8" FOR MIN 1 /8" AIR GAP. FoRTWorm NEEDS SPC RELEASE FOR CONSTRUCTION 1 SNAP LOCK POCKET, SEE NOTE #2 d a -_ 1 /2" REBAR (2) 1-3/4' PICK HOLE POCKET 3" x 9/16% THRU HOLE WITH 3/160 304SS ROD n f S WORK AREA MIN. METER BOX CITY OF FORT WORTH, TEXAS REVISED: 01-04-2017 2-INCH STANDARD CONCRETE METER 33 12 10-D117 BOX (1-'/2 & 2-INCH METERS) (CLASS C) i SOUTHEAST CONNECTOR UTILITIES DETAILS D116 & D117 11 File Name: PROJ ECT SEC-11-UT-33678.dgn Status: RFC Date: 08/28/2024 Sheet: 29 OF 37 M M 00 N OF CI) . RONALD G boo ............. ...... oo G. KING 81073 p S/ON22����� 08/28/2024 Texas Department of Transportation 'Af (DC2024 DESIGNED FED.RD, FEDERAL AID PROJECT NO. HIGHWAY NO. DIV.NO. RGK 6 j F-2022(675) 1-820 DRAWN SHEET jWj STATE DISTRICT COUNTY NO. CHECKED TEXAS FT. WORTH TARRANT LMH CONTROL SECTION JOB S00-UT-33678 APPROVED 1 RGK 0008 13 125, etc Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B O a M M 1- r—I O O U W un d- 00 0 U O C 0) .a � a M N NO. 0 Ln 0 MJ CONNECTION WITH ANCHOR TEE OR ANCHOR COUPLING FOR DUCTILE EXISTING OR IRON OR PVC PIPE WATER MAIN PROPOSED ell CURB 6 FIRE HYDRANTZ_-_�-�_:- LEAD LINE : _•y: �....................... � (�C/ OR DIP)%' ► c,: = = � � M . // RETAINER PAVEMENT/ OR GLAND OTHER SURFACE WATER MAIN HORIZONTAL BLOCKING PER 33 11 00—D130 — BACKFILL SAME AS 1W1:►►��lla�i�l SIDEWALK .r BOTTOM REST 7.`° R • J , - sT HORIZONTAL THRUST FIRE BLOCKING PER HYDRANT 33 11 00—D130 3'-0" FROM BACK OF CURB (MAX. 9') SET FIRE HYDRANT —18" MIN. PLUMB WATER MAIN PER BREAKER RING SECTION 33 05 10 W/BREAKER STEM EXISTING OR 2" MIN. 3'-6" MIN. PROPOSED CURB �6" MAX. 7'-0" MAX. PAVEMENT OR OTHER SURFACE Ax 111100 f 1 \\ .,...,, X+ HORIZONTAL J THRUST \/ ° " BLOCKING PER X • . 33 11 00—D130 y WATER MAIN MJ ANCHOR TEE OR J MJ ANCHOR COUPLING 6" MJ GATE VALVE PER 33 12 20—D125 NOTE: 1. ❑❑ NOT LOCATE FIRE HYDRANT IN SIDEWALK. 2. PROVIDE FOUR (4) FOOT CLEARANCE AROUND FIRE HYDRANT. 3. EXTENSION SECTIONS MAY BE USED AS REQUIRED AND INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS. 4. FOR CONCRETE PRESSURE PIPE OR BURIED STEEL PIPE, PROVIDE AN ISOLATION KIT AND WAX PETROLATUM TAPE COATING PER SECTION 33 04 10 AND FLxMJ GATE VALVE. FoRT WORT ISSUE RECORD DESCRIPTION RELEASED FOR CONSTRUCTION L 6" FIRE HYDRANT LEAD LINE (PVC OR DIP) SAND EMBEDMENT PER SECTION 33 05 10 RETAINER GLAN D ELEVATION VIEW CITY OF FORT WORTH, TEXAS i i /, 0 r`— MINIMUM 0.3 C.Y. CRUSHED ROCK PROPORTIONALLY AROUND BASE. DO NOT COVER WEEP HOLE. •� ...:r HORIZONTAL BLOCKING PER 33 11 00—D130 CONCRETE REST 12"x12"x6" RETAINER GLAND STANDARD FIRE HYDRANT (STRAIGHT) DATE 08/28/2024 REVISED: 66-28-2013 33 12 40-13120 MEN .. TBPELS haLff SOUTH:POINT CONSTRUCTORS BLOCKING SHALL BE AGAINST UNDISTURBED EARTH HORIZONTAL BLOCKING PER 33 11 00—D130 r /.: �� /� FIELD CUT AND REMOVE EXISTING PS NECESSARY PERSECTIONS POLYETHYLENE r, ,h :4s't ' "ti. 33 11 11 OR 33 11 12 �;.ir�,; r• ENCASEMENT PER �/� '+t ti ti• i+� •;'�� "�/ SECTION 33 11 11 ��;i �'•+ �- ' fir ry1 y � BLOCKING SHALL+�.�4 BE AGAINST \ %th UNDISTURBED ��=;•+::';'�° EARTH r•%� : ". f �'i:: '�ai�s"•s is •4:r;tS�rr a�i� i+t' 41 \�.;~sue f � r' >�` �•r'"r:�s �'w .� HORIZONTALJ���\�...�....Yi; RETAINER GLAND BLOCKING PER r/ s•s;,;,�*�;a•• /� 33 11 00—D130` ►r:y• • \� �(;V DUCTILE IRON MJ CAP PVC AND DUCTILE .%\ IRON PLAIN END Q PRESSURE PLUG REMr VE EXISTING PIPE AS NECESSARY % F Y . BLOCKING SHALL. �:w�l:{'' •5,.;.+;„�: ;I BE AGAINST UNDISTURBED e',7►_ Z'�s+�s_�9'=. 'st:+�is". EARTH t FLANGED END BLIND FLANGE WITH PETROLATUM TAPE CPP, STEEL PIPE AND DIP FLANGED END PRESSURE PLUG NOTES: 1. ALL ABANDONMENT SHALL BE PER SECTION 02 41 14. 2. SURFACE REPAIR SHALL BE PER SECTIONS 32 01 17, 32 01 29 OR 32 14 16 DEPENDING ON EXISTING SURFACE AND AS DESIGNATED ON THE PLANS. 3. CAST —IN —PLACE CONCRETE SHALL BE PER SECTION 03 30 00. 4. ALLOW CONCRETE BLOCKING TO CURE FOR 24 HOURS PRIOR TO PRESSURIZING WATER LINE. HORIZONTAL J�\, BLOCKING PER / 33 11 00—D130 FIELD CUT AND REMOVE EXISTING PIPE AS NECESSARY PER SECTIONS 33 11 13 OR 33 11 14 WELDED BUTT STRAP, BUTT WELD, JOINT HARNESS OR BUMPED EQUIVALENT PER SECTION HEAD 33 11 13 OR 33 11 14 CPP AND STEEL PLUG PLAIN END PRESSURE PLUG FoRT WORT CITY OF FORT WORTH, TEXAS PVC, DUCTILE IRON, CONCRETE PRESSURE AND BURIED STEEL PIPE PRESSURE PLUGS REVISED: 68-31-2012 02 41 14-Dl23 O F T �� ° °°°°0 RONALD G. KING Q°°°°°°°°°°°°°°°°°°°°°°°°°°� 81073 O �� P41 -\'% C E N s`�°���`�® p��®s/° ® CNAL �® oo 08/28/2024 Texas Department of Transportation T 2024 SOUTHEAST CONNECTOR File Name: SEC-S00-11-UT-33679.dgn PROJECT DESIGNED FED.RD. DIV.NO. RGK I HIGHWAY FEDERAL AID PROJECT NO. NO. NEEDS SPC Status: DRAWN 6 F-2022(675) I-820 UTI LITI ES RFC jWj STATE DISTRICT COUNTY SNOT RELEASE FOR Date: CHECKED TEXAS FT. WORTH TARRANT CONSTRUCTION DETAILS 2024 Sheet: Sheet: LMH APPROVED � CONTROL SECTION JOB S00-UT-33679 D 12 0 & D 12 3 30 OF 37 RGK 0008 13 125, etc 0) M M CIO ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4DO89566749B s= ss a 0 O M M H r-I O O i U W un d- 00 O U a C O N � a O 0- U") 0- M N Q) NO. �� 0 N— 77 00 U Lij QJ C)U- 2'-0" �. 2'-0" 01, ao= as WATER 2'-0" WATER aQnoa/; � vaaaa f •� $—#4 BARS r ' (TYP.) j3/4" CHAMFER • (TYP.) CONCRETE COLLAR CONCRETE COLLAR (ASPHALT). (UNIMPROVED SURFACES) PAVED AREAS CONCRETE COLLAR 8" TYP. l T AWWA TWO—PIECE J' VALVE BOX OR APPROVED EQUAL 8—#4 BARS (TYP.) ►� II71�1XI7_1:12 •1 2'-0" �••r• • +. tyrb i.s r. ■ �• BARS (TYP.) ui ?�� •. :Y4" CHAMFER (TYP.) FOR UNIMPROVED SURFACES ONLY 2'-0" CONCRETE COLLAR (RECLAIMED WATER — ALL LOCATIONS) %4" CHAMFER (TYP.) 3" MIN. 4• / �Y IF VALVE OPERATING NUT IS MORE THAN 3' BELOW PAVEMENT SURFACE, PROVIDE EXTENSION STEM TO 1' BELOW PAVEMENT SURFACE. USE RETAINER GLANDS FOR VALVE RESTRAINT Ya"x45' CHAMFER i 2" +o, 2" SQUARE STOCK W/ 1" DIA. HOLE j DRILLED THROUGH I I I 1 "0 SOLID J �f ROUND STOCK I I I VARI ES I 2" SQUARE STOCK W/ 1" DIA. HOLE DRILLED THROUGH 2h'p SQUARE TUBING W/ Y4" THICK WALL 2'p"' 1I ' — 4"±fl' VALVE STEM EXTENSION NOTE: 1. GATE VALVES SHALL BE RESILIENT SEATED. 2. PROVIDE 3" MIN. OF COVER OVER REINFORCEMENT IN ALL DIRECTIONS. 3. COLLARS SHALL BE 4,000 PSI CONCRETE PER SECTION 03 30 00. NOTE: 1. 1" ROUND SOLID BAR & 2" SQUARE PER ASTM A-108-81. SAE 1020, COLD DRAWN OR BETTER. 2. 2—)2" SQUARE TUBING PER ASTM A-512-79, SAE 1020, COLD DRAWN 0R BETTER. 3. ALL WELDS SHALL COMPLY WITH A.W.S. CODE FOR PROCEDURE, APPEARANCE AND QUALITY OF WELDS. ORTWO CITY OF FORT WORTH, TEXAS WATER DISTRIBUTION GATE VALVE &BOX (12" AND SMALLER) ISSUE RECORD DESCRIPTION RELEASED FOR CONSTRUCTION DATE 08/28/2024 REVISED: 10-18-2018 33 12 20-D126 NOR MEN TBPELS ha�fF, SOUTH:POINT CONSTRUCTORS 32" HINGED FRAME AND COVER PER 33 05 13—DO08 MAX. i:i=fa ;w' `~y�r 1 :;+•,-r�: MIN. i- r 1 G'E" tr 1(}" 1 D. MIN. MIN.`•" — MIN.Ieq 1� MANHOLE BASE REINF. #6 BARS 0 6" OCEW 3'X3'X6" CONCRETE BASE WITH #4 BARS ® 6" QCEW, CAST ON UNDISTURBED SOIL SECTION B-B DIMEJSIOJ TABLE ltttlt tttcltl4RRll +nrv+nrr►r►r EMBEDMENT SHALL BE CRUSHED ROCK PER SECTION 33 05 10 , RESILIENT SEAT GATE VALVE GATE RISER MIN. BURY MIN. BURY VALVE A B MIN. C ❑ E SIZE DEPTH DEPTH K SIZE PAVED* UNPAVED* 1 16" 5' 0 1'-8" 2'-6" 13" 5" 1" 6'-2" 5'-3" 11' 1 1 18" 6' o 1'-9" 3'-7" 16" 6" 1" 6'-10" 5'-11„ 12' 1 20" 6' 0 1'-1O" 3'-7" 16" 6" 1" 6'-10" 5'-11" 12' 1 24" 6' 0 2'-0" 3'-9" 16` 6" 1" 7'-C" 6.-1" 12' 1 1 30" 7' 0 2'-3" 4'-11" 16" 7" 2" 8'-2" 7'-3" 13' 1 36" 7' 0 2'-6" 5'-6" 16" 6" 2" 5'-9" 7'-10" 13' *MINIMUM BURY DEPTH IS FROM FINISHED GRADE TO TOP OF PIPE NOTES: 1. VAULT TOP SHALL BE PER MANHOLE LID ASSEMBLY DETAILS AS INDICATED ON THE DRAWINGS. 2. RISERS: PRE —CAST MANHOLE PER 33 39 10/20—D208 2.1. DUCTILE IRON OR PVC PIPE: PROVIDE TAPPING COPPER SHALL SADDLE WITH CC THREAD, BALL CORPORATION NOT HE IN STOP CCxFLARE, COPPER RISER AND Ya TURN CONTACT WITH BALL VALVE FLARExFLARE PER SECTION 33 12 MANHOLE 10. STRUCTURE 2.2. STEEL OR CPP: PROVIDE A THREADED OUTLET WITH CC THREAD, BALL CORPORATION STOP CLSM OR CSS CCxFLARE, COPPER RISER AND Y4 TURN BALL PER SECTION VALVE FLARExFLARE PER SECTION 33 12 10. 33 05 10 3. TO OPEN ALL VALVES THE OPERATING NUT SHALL COPPER RISER, BE TURNED TO THE RIGHT (CLOCKWISE SEE NOTE 2 INSET 'A' STAINLESS STEEL UNI—STRUT, "U"—BOLT AND NUTS I I I I I I I I BRACING ELEVATION DETAIL PLAN FoRT WORT NEEDS SPC RELEASE FOR CONSTRUCTION MANHOLE BASE REINF. #6 BARS 0 6" QCEW POLYISOCYANURATE�� CUSHION PAD, 1' THICK, EXTENDING IN PIPE LAY DIRECTION iT 12"— MIN. TAPPING SADDLE W/-/ CC THREADS PER SECTION 33 12 10 MJ RETAINER GLAND 3'X3'X6" CONCRETE BASE WITH #Q- BARS ® 6" QCEW, CAST ON UNDISTURBED SOIL "X" REINF. #/6 BARS 0 6" ocEw VAULT -PLAN 32" HINGED FRAME AND COVER PER 33 05 13—DO08, IF VAULT IS IN PAVEMENT, ORIENT HINGE TOWARD ONCOMING TRAFFIC STAINLESS 'STEEL STRAPS TO BRACE COPPER, SEE INSET 'A' ra .—r- GROUT MANHOLE CONNECTION PER SECTIONS 33 39 10 OR 33 39 20 36" MIN. (TYP) t ZTHREADED OUTLET 1 W/ CC THREAD 'FLANGED CONNECTION, PROVIDE ISOLATION KIT WITH PETROLATUM TAPE COATING PER SECTION 33 04 10 PVC/DIP CPP/STEEL SECTION A -A CITY OF FORT WORTH, TEXAS WATER TRANSMISSION GATE VALVE & VAULT ('I 6" - 36") SOUTHEAST CONNECTOR UTILITIES DETAILS D126 & D127 REVISED- 08-31-2012 33 12 20-D127 PRO E CT J File Name: SEC-S00-11-UT-33680.dgn Status: RFC Date: 08/28/2024 Sheet: 31 OF 37 OF T �� RONALD G. KING X0 Q°°°°°°°°°°°°°°°°°°°°° 81073 O Q�7� C E N s`�°���`�® ° ® ANAL �® oo 08/28/2024 Texas Department of Transportation © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK DRAWN 6 1 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SNO T CHECKED TEXAS FT. WORTH TARRANT LMH CONTROL SECTION JOB S00-UT-33680 APPROVED RGK � 0008 13 125, etc 0) M M CID Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B M M 1- O 0 U W un d- 00 0 U O C 00 `r' a Q V) a M o � N i \ N 0 V) �0 U ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED IN RESTRAINED POLYETHYLENE PER Di i ir_ n❑ r'AD -7 !if 40 ; M TEE SECTION 33 11 11 UNDISTURBED EARTH FoRTWoRm i i I -'LAIN VIEW BEND II • I HORIZONTAL THRUST BLOCKING TABLE PLUGS, TEES, 90' BENDS 45' BENDS 22.5' BENDS 11.25' BENDS PIPE "X" DEAD -ENDS SIZE DIM.** MIN. AREA MIN. AREA MIN. AREA MIN. AREA MIN. AREA (SF) (SF) (SF) (SF) (SF) 6" 1'-6" 4.00* 4.50 4.00* 4.00* 4.00* 8" 1'-6" 5.65 8.00 4.33 4.00* 4.00* 10" 1'-6" 8.84 12.50 6.76 4.00* 4.00* 12" 1'-6" 12.72 17.99 9.74 4.96 4.00* 16" 2'-0" 22.62 31.99 17.31 8.83 4.43 20" 2'-0" 35.34 49.98 27.05 13.79 6.93 24" 2'-0" 50.89 71.97 38.95 19.86 9.98 *MINIMUM THRUST BLOCKING SURFACE AREA SHALL BE 4 SQUARE FEET. **DIMENSION "X" TO BE A MINIMUM OF ONE FOOT AND SIX INCHES, BUT IS TO BE INCREASED WHERE NECESSARY TO PROVIDE BEARING AGAINST UNDISTURBED TRENCH WALL, N OTES: 1. THRUST BLOCKING AREAS SHOWN ARE BASED ON: 1.1. 225 PSI TEST PRESSURE 1.2. 3,000 PSF HORIZONTAL OR LATERAL BEARING PRESSURE FOR ACCEPTABLE SOILS 1.3. MINIMUM COVER OF 42" 1.4. A SAFETY FACTOR OF 1.5. 2. THE ENGINEER SHALL PROVIDE A SEPARATE BLOCKING TABLE WHEN THE CONDITIONS DO NOT MEET THE ABOVE ASSUMPTIONS. 3. THE CONTRACTOR IS REQUIRED TO PROVIDE THRUST RESTRAINT BY MEANS OF THRUST BLOCKING FOR ALL PIPES. THIS ITEM SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS ITEMS BID. 4. ALL MJ FITTINGS SHALL BE ADDITIONALLY RESTRAINED WITH RETAINER GLANDS. 5. BLOCKING FOR WATER LINES LARGER THAN 24" SHALL BE DESIGNED FOR THE SPECIFIC LOCATION AND SHOWN ON THE DRAWINGS. 6. ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PRIOR TO PLACING OF BLOCKING. 7. CONCRETE MATERIAL SHALL CONFORM TO SECTION 03 30 00. ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION CITY OF FORT WORTH, TEXAS HORIZONTAL THRUST BLOCKING DATE 08/28/2024 REVISED: 12-30-2016 33 11 00 -D'130 NOR MEN TBPELS haLff SOUTHYPOINT CONSTRUCTORS FoRTWoRTH NEEDS SPC RELEASE FOR CONSTRUCTION Co SHPR LL L! 1 "I1 V 1 V UNDISTURBED EARTH PROFILE VIEW CONCRETE CRADLE TABLE 90' BENDS 45' BENDS 22.5' BENDS 11.25' BENDS PIPE "X" SIZE DIM.** MIN. AREA MIN. AREA MIN, AREA MIN. AREA (SF) (SF) (SF) (SF) 6" 1 P-6" 4.50 4.00* 4.00* 4.00* 8" 1'-6" 8.00 4.33 4.00* 4.00* 10" 1'-6" 12.50 6.76 4.00* 4.00* 12" 1'-6" 17.99 9.74 4.96 4.00* 16" 2'-0" 31.99 17.31 8.83 4.43 20" 2'-0" 49.98 27.05 13.79 6.93 24" 2'-0" 71.97 38.95 19.86 9.98 *MINIMUM THRUST BLOCKING SURFACE AREA SHALL BE 4 SQUARE FEET. **DIMENSION "X" TO BE A MINIMUM OF ONE FOOT AND SIX INCHES, BUT IS TO BE INCREASED WHERE NECESSARY TO PROVIDE BEARING AGAINST UNDISTURBED TRENCH BOTTOM. NOTES: 1. THRUST BLOCKING AREAS SHOWN ARE BASED ON: 1.1. 225 PSI TEST PRESSURE 1.2. 3,000 PSF HORIZONTAL OR LATERAL BEARING PRESSURE FOR ACCEPTABLE SOILS 1.3. MINIMUM COVER OF 42" 1.4. A SAFETY FACTOR OF 1.5. 2. THE ENGINEER SHALL PROVIDE A SEPARATE BLOCKING TABLE WHEN THE CONDITIONS DO NOT MEET THE ABOVE ASSUMPTIONS. 3. THE CONTRACTOR IS REQUIRED TO PROVIDE THRUST RESTRAINT BY MEANS OF THRUST BLOCKING FOR ALL PIPES. THIS ITEM SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS ITEMS BID. 4. ALL MJ FITTINGS SHALL BE ADDITIONALLY RESTRAINED WITH RETAINER GLANDS. 5. CRADLES FOR WATER LINES LARGER THAN 24" SHALL BE DESIGNED FOR THE SPECIFIC LOCATION AND SHOWN ON THE DRAWINGS. 6. ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PRIOR TO PLACING OF BLOCKING. 7. CONCRETE MATERIAL SHALL CONFORM TO SECTION 03 30 00. CITY OF FORT WORTH, TEXAS CONCRETE CRADLE REVISED: 12-30-2016 I 33 11 00 -D'131 SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS D130 & D131 ■ File Name: SEC-S00-11-UT-33681.dgn Status: RFC Date: 08/28/2024 Sheet: 32 OF 37 0 F���� �P Q°°°°°°°°°°°°°°°°°°°°°°°°° RONALD G. KING 81073 TC E N S�°���® oo 08/28/2024 T Texas © 2024 DESIGNED FED.RD. RGK DIV.NO. � DRAWN 6 jWj CHECKED LMH APPROVED RGK STATE TEXAS CONTROL 0008 Department of Transportotion FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33681 0) M M co N 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B i 6" MIN. f TIE -DOWN BARS AS DESIGNATED ON TABLE REINFORCING MAT SHALL BE #4 BARS @ 6" OCEW WIDTH SHALL BE 8" PLAN VIEW MIN. FOR 2 BAR APPLICATIONS, BLOCKING SHALL OTHERWISE 6" MIIN. - ,..��..0 fi" MIN. BE AGAINST UNDISTURBED PIPE BACKFILL PER ' " + �* + "' ' + + "' ' '*'*'*+`i' EARTH DRAWINGS AND ,•;•;•� SECTION 33 05 10 .�.'+ HOOK TIE DOWN .'..' BARS INTO PIPE EMBEDMENT .','.•a REINFORCING PER DRAWINGS AND MAT (TYP.) ,t+; SECTION 33 05 10 +++ .' a �V 0 M M ~ REINFORCING MAT, ,y #4 BARS ®6" OCEW O O W un 0 d- 00 O a v U N 0 FoRTWoRTH v v U O C a M M N M ISSUE RECORD N 112 NO. DESCRIPTION oo Ln 0 RELEASED FOR CONSTRUCTION �0 U ki :=4 . •tk �- .k� t� r. ' Ali r Ilk x. 6" MIN. (TYP.) SECTION VIEW BLOCKING SHALL BE AGAINST UNDISTURBED EARTH 11110�3&mrml NO PIPE SIZE 90' BENDS 45' BENDS 22.5' BENDS 11.25' BENDS MIN. MIN. MIN. MIN. MIN. MIN. + VOLUME #4 VOLUME #4 VOLUME #4 (CF) BARS (CF) BARS (CF) BARS 6 ALL 90' 48.69 1 24.82 1 12.47 1 8" BENDS 86.56 2 44.13 1 22.17 1 / 10" SHALL BE 135.25 3 68.95 2 34.64 1 PROLE VIEW ' 12" FI RESTRAINED 194.76 4 99.29 2 49.88 1 NOTES: 1. VERTICAL TIE -DOWN BLOCKING VOLUMES SHOWN ARE BASED ON: 1A. 225 PSI TEST PRESSURE 1.2. 150 PCF CONCRETE DENSITY 1.3. A SAFETY FACTOR OF 1.5. 2. BAR QUANTITIES ARE BASED ON: 2.1. 30 KSI #4 STEEL REINFORCEMENT BAR 2.2. A FACTOR OF SAFETY OF 1.5 2.3. "L" SHALL BE A MINIMUM OF 18". 3. THE ENGINEER SHALL PROVIDE A SEPARATE VERTICAL TIE -DOWN BLOCKING TABLE WHEN THE CONDITIONS ❑O NOT MEET THE ABOVE ASSUMPTIONS, 4. THE CONTRACTOR IS REQUIRED TO PROVIDE THRUST RESTRAINT BY MEANS OF VERTICAL TIE -DOWN BLOCKING FOR ALL PIPES. THIS ITEM SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS ITEMS BID. 5. ALL MJ FITTINGS SHALL BE ADDITIONALLY RESTRAINED WITH RETAINER GLANDS, 6. WIDTHS, LENGTHS AND DEPTHS MAY VARY BUT SATISFACTION OF ABOVE MINIMUM VOLUMES MUST BE DEMONSTRATED. 7. KEEP CONCRETE CLEAR OF PIPE JOINTS AND BOLTS. 8. VERTICAL TIE -DOWN BLOCKING FOR LINES 16" AND LARGER SHALL BE DESIGNED FOR THE SPECIFIC LOCATION AND SHOWN ON THE DRAWINGS, 9. ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PRIOR TO PLACING OF BLOCKING. 10. CONCRETE MATERIAL SHALL CONFORM TO SECTION 03 30 00. CITY OF FORT WORTH, TEXAS VERTICAL TIE -DOWN BLOCKING DATE 08/28/2024 REVISED- 12-30-2016 33 11 00-D132 NOR MEN TBPELS haLff SOUTH:POINT CONSTRUCTORS 3/4" CURB STOP PER SECTION 33 12 10 2" GALVANIZED PIPE EXISTING SERVICE LINE FoRT Wouig NEEDS SPC RELEASE FOR CONSTRUCTION 3/4" TUBING /_ l</I_ K/A I \` ADAPT AS REQUIRED EXISTING PRIVATE SERVICE TO HOUSE OR BUILDING NOTES: 1. CONTRACTOR SHALL BE REQUIRED TO COVER METER VAULT WITH PROTECTIVE GUARD. 2. METER SHALL BE REMOVED BY THE CONTRACTOR. CONNECTION FROM BY-PASS TO PRIVATE SERVICE SHALL BE MADE BY CONTRACTOR. 3. FOR LARGE SERVICES AND FIRE LINES, SERVICE CONNECTION SHALL BE UPSIZED TO THE SIZE OF THE SERVICE LINE OR FIRE LINE. CITY OF FORT WORTH, TEXAS TEMPORARY SERVICE CONNECTION REVISED- 08-31-2012 33 04 30-D133 SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS D132 & D133 File Name: SEC-S00-11-UT-33682.dgn Status: RFC Date: 08/28/2024 Sheet: 33 OF 37 0 F���� �P Q°°°°°°°°°°°°°°°°°°°°°°°°° RONALD G. KING 81073 TC E N S�°���® oo 08/28/2024 Texas © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN j Wj STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 Department of Transportotion FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33682 C) M M CIO ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B O M 00 M M ti H O O U W 00 O ro H O O O I O U O 4^-d ^Y W O O i i O N Ln U a) �o a� c v 00 U O C d a'' M ti Q O Q N � M o 7 �0 U ~ J oU_ ASPHALT COVER EXISTING PAVEMENT ..7T — 36" MIN. z R r 2" GALVANIZED PIPE 2—STANDARD FINISHED 2"X6" BOARDS + + + + 4 + + + + + + + + + + + + + + + i�i- + + + + 4- . + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + i. _i• + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f + + + + + + + + + + + + + + + 4- - + + + . + + + + + + + + + + + + + + + + + + + + - + + + + + + + f + + + + + + + + + + + + + + + + — + + . + + + + + + + + + + + + + + + + + + + + + + + + + 3' MIN. BELOW + + + + + + + + + + + + + + + + + - + + FINISHED GRADE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + UPON COMPLETION OF + + + + + + + + + + + + + + + CLEANING, REMOVE } + + + + + + + + t + + + + + +RESTRAINED SPOOL PIECE + + + + + . + + + + + + + + + + + + + + + + + t + + + + +AND PROVIDE MJ PLUG + + + + + EMBEDMENT AROUND . + + + + + + + + + + .PER SECTION 33 04 40. } + + + + ENTIRETY OF WYE PER + + + t + + + + + T T T T T T T T + + + + + SECTION 33 05 10 + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • » '• -' + + `� `-<.�-s4 ..'•- + + + 42' MIN: + + + - F + + 4 RETAINER + + + + + ;':•' s. + + + + + + + + + + + GLANDS + + + +:�•A; -{ + + + + + + + + •F + + + + + +' + + + + + + + + + + (TYP.) - FLOW ��-:�.i:. .�R. - � •.;ate .---.sti.�;;.�;.::.:- -,�.- :,r-- .-, ae3- �� � �, �' a•+ ri• . i . 4 y.?�• e' ; E,tit�-', j� �Ms+'c a...�' i �t, +a'• �r+'`Y�� `�w•_'r .?ram' �.� � _! .A ..�s .-�:"."�' 4 •- �i e�'ti DUCTILE IRON M J WYE CLEANING WYE ON LOOPED WATER SERVICE MJ GATE VALVE PER 33 12 20—D126 • + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + 3' MIN. BELOW + + + + + + ++++ FINISHED GRADE ++++++++++++ . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + UPON COMPLETION OF + + + + + + + + + + + + + + + + + + + + + CLEANING, REMOVE + + + + + + + + + + A RESTRAINED SPOOL PIECE . + + + + + + + + + + AND PROVIDE RESTRAINED MJ + + + + + + + + + + + PLUG PER SECTION 33 04 NOTES: EMBEDMENT AROUND + + + + + + + + + + 40 + + + + + + + 1. FOR LARGE DIAMETER SERVICES AND FIRE ENTIRETY OF WYE PER + + + + + :V` +++++++ SECTION 33 05 10 i 1 LINES, GALVANIZED PIPE SHALL BE UPSIZED + + + + + + + + �: + + + TO THE SERVICE LINE SIZE OR FIRE LINE SIZE. �. } + + + + .�.; X - + + RETAINER + + GLAND + + + y -• »t: ^•-' •� • •. HORIZONTAL ... -a BLOCKING PER FLOW l P 33 11 00—D130 - RESTRAINED MJ PLUG DUCTILE IRON MJ WYE CLEANING WYE ON NOTES: NON —LOOPED WATER 1. WYES SHALL ONLY BE LOCATED SERVICE WHERE INDICATED ON THE DRAWINGS. 2. ALL WATER PIPING 12" AND SMALLER SHALL BE DUCTILE IRON OR PVC. FoRTWoRTH CITY OF FORT WORTH, TEXAS REVISED- 08-31-2012 FoRTWORTH CITY OF FORT WORTH, TEXAS INTERSECTION & DRIVEWAY APPROACH STANDARD CLEANING WYE FOR WATER CROSSING FOR TEMPORARY WATER SERVICE 33 04 30-13134 DISTRIBUTION PIPE (1211 AND SMALLER) ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/28/2024 e . halff TBPELS ENGINEERING FIRM #312 SOUTH A POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION REVISED- 05-08-2013 33 04 40-1313a SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS D134 & D135 File Name: SEC-S00-11-UT-33683.dgn Status: RFC Date: 08/28/2024 Sheet: 34 OF 37 ® �� F�°9s�o00 ° ................ RONALD G. KING X0 Q°°°°°°°°°°°°°°°°°°°°°°°°°°. 81073 O �� < P41 -\'% C E N s`�°���`�® ® ANAL �® oo 08/28/2024 Texas © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN j Wj STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33683 M co N Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B llzI' O M M 1- O O W un 00 0 U O CL ry) N � a M 0- O Q N � O M o � N i � O 0 Ln �0 U 4'0 36" MIN. CHANNELL THERMOPLASTIC ENCLOSURE (SPH 1420) TO BE MANHOLE FRAME AND LOCATED MIN. 36" COVER AS REQUIRED BY BEHIND CURB DETAIL D219. ORIENT HINGE TOWARD ONCOMING TRAFFIC IF PLACED IN PAVEMENT.' r: ENCLOSURE BASE lawME1,1014t MA, . f ;': x� SHALL BE DIRECT BURIED AND NOT LOCATED IN SIDEWALK + + + + + + + Y f' K. •I t t t t t t t t t t / FLAT TOP PRECAST 4 _ _ �• 4' 0 MANHOLE PER �+ "+;":mow: '' is PIPE PENETRATION + DETAIL 33 39 + SEE NOTE 7 `'�' f";'.'''`y� + 10/20—D208 +'�''=��•:s.='"' `.r•+3•.' e''.""+ 13p VENT PIPING SHALL BE ::•,:•: �:_' VENT PIPE °S SECURE VALVE TO VAULT ++:?` t� '•`y CONNECTION, f''�i ` �4 ; + 4" MIN. DI PIPE AND "� FITTINGS PER SECTIONS WALL WITH GALVANIZED ' �f' `'! =r'" SEE NOTE $ �'`.•.: `�� ";�' ++ ' ` f41 33 11 10 AND 33 11 11 'N 304 STAINLESS STEEL VENT SCREEN PER SECTION 33 I, 12 30 i ;r/i LOOSENED FLANGE BOLTS OR BREAKABLE FLANGES AT GROUND LEVEL OR STAINLESS STEEL + BRACKET BY GRINELL OR + + �' ++ MIN. RJ APPROVED EQUAL +•"s�=+ + S" MIN. RISING GRADE .z. � + `.x 't ' + + i "y,'r, NO —LEAD -- + + NOTES: + BRASS HAND 2" COMBINATION + 1. TOP OF VAULT SHALL BE PER MANHOLE ACCESS DETAILS t t + AS INDICATED ON THE DRAWINGS. • + + + + + WHEEL VALVES AIR VALVE w' + + + + 4 2. ALL FITTINGS AND PIPING SHALL BE SIZED THE SAME AS ;••�:.� '..'+ :sr.r,; .;�f# 4.f..!•;.+r �r:.r+•; " :�';'.y f � �i'=.a VALVE PER THE PLANS, EXCEPT VENT PIPING SHALL BE AS � rJs •'•� .r.+ �rr. •�. •7 '• �!'r. �� ; i wr.A• i.�.v••fi,i•+r; 'yl•: rw� .r '�•' � �Y �, ,�• 7"' r,4,i •� :: : ' ��r• '': ;.;.Y: �. • SHOWN UNLESS OTHERWISE SPECIFIED. ;y� r �`Y', 411FS y '.4. f ;WO•�y�s ,; 12" 3. MANHOLE FRAME AND COVER MAY BE CAST IN MANHOLE :;: '_ • ' • ,y } : , .+ t••ti' _• 12" ti:.'r".• :..; ••i.r?, ...f.; ' :'' # : TOP WHERE VERTICAL REQUIREMENTS PREVENT THE USE OF �/. j4 •_ } f ..• :y 7.•�ii •i �'ii•+h �•�f =• �S tip•-=4r1 Y•4, ,i'��_4�•,1� K { . ..7•'° .t'•�`�,�t�:a.:e.i''• ar a+,r .i. ^tRa• � i � - •�.;': •.�•}• RISER RINGS. ,.+a !'.s..:� i .+• � �� . +�� r'•' 6 .• r.•'4"`l.' •r•.'< L.••Y �• w.. r .'....r-. :•++X�' � -i M. �.. .w. 4. VAULTS SHALL ONLY BE PRE —CAST MANHOLES. 126„ /\ \ 5. SECURE VALVE TO VAULT WALL WITH GALVANIZED OR UNDISTURBED OR \j MIN. STAINLESS STEEL BRACKET BY GRINELL OR APPROVED COMPACTED EARTH %� -EQUAL. UNDISTURBED OR 6. VALVE SHALL BE CENTERED IN VAULT. THREADED NO —LEAD COMPACTED EARTH 7- PIPE PENETRATION THROUGH VAULT WALL SHALL BE SEALED BRASS TEE 8'x8'x12" MANHOLE WITH A NON —SHRINK EPDXY GROUT. THREADED NO —LEAD j 24" BASE SHALL BE 8. CONNECTION TO 4" DUCTILE IRON FLANGE WITH THREADED BRASS PIPING %� �r REINFORCED WITH #6 NO —LEAD BRASS PIPING, 2-2" PIPE UNIONS, AND 1-4" CORPORATION STOP (C.C. / CRUSHED ROCK BARS 0 6" OCEW (TYP.) BLIND FLANGE WITH 2" THREADED TAP. \/ EMBEDMENT PER 9. IF EMBEDMENT ALONG PIPELINE IS SAND, PROVIDE A FILTER THREAD) PER SECTION 33 12 30 j SECTION 33 05 10 FABRIC BARRIER UPSTREAM AND DOWNSTREAM OF ROCK TAPPING SADDLE (C.C. THREAD) Y FOR LENGTH OLE BASE, EMBEDMENT UNDER AIR VALVE VAULT. PER SECTION 33 12 30 r\ SEE NOTE 9 ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION FoRTWORTH. DATE 08/28/2024 CITY OF FORT WORTH, TEXAS POTABLE COMBINATION AIR VALVE ASSEMBLY - 2-INCH VALVE NOR MEN TBPELS haLff SOUTHYPOINT CONSTRUCTORS REVISED- 06-10-2022 33 12 30-D138 NEEDS SPC RELEASE FOR CONSTRUCTION CONCRETE COLLAR PER 33 12 20—D126 TERMINAL PANEL, 'SEE DETAIL "A 3" OF CRUSHED ROCK PER SECTION 33 05 IC #12 AWG TW SOLID SINGLE CONDUCTOR WIRE CAST IRON LID MARKED -TEST" CONCRETE COLLAR PER 33 12 2D—D126 r FINAL GRADE i ROAD OR RAILROAD TRACK CONCRETE VALVE BOX, TERMINAL PANEL, SEE DETAIL "A" 10.25" 0 x 12" DEEP, 3" OF CRUSHED ROCK (INSIDE DIMENSIONS) PER SECTION 33 05 10 WHITE TW INSULATION-- t 1 YELLOW THERMITE BRAZED CONNECTIONS TW INSULATION (TYP. 8 PLACES) PER 31 04 10—D142 FLUSH MOUNTED CASED CROSSING TEST STATIONS CAST IRON LID MARKED "CP—TEST" FINAL GRADE W7CONCRETE VALVE BOX, 10.25"0 x 12" DEEP, (INSIDE DIMENSIONS) #12 AWG TW SOLID SINGLE CONDUCTOR WIRE YELLOW TW INSULATION --- c::-_:� WHITE TW INSULATION C D A 8 CASING PIPE PROTECTED PIPELINE `( NOTE: 1. PROVIDE SUFFICIENT SLACK IN CABLES TO ALLOW REMOVAL OF TERMINAL PANEL FROM VALVE BOX. A B MACHINE SCREWS, T & B STA—KON WASHER, AND HEX TERMINAL CONNECTOR NUTS #C10-14 (TYP. 4- PLACES) LEXAN p TERMINAL BOARD #12 AWG WHITE B C #12 AWG YELLOW (PROTECTED PIPELINE) , (CASING) #12 AWG WHITE #12 AWG YELLOW (PROTECTED PIPELINE) (CASING) WL No. STA N E WL-1115 1 +04.75 6958020.06 2361668.27 WL-1115 4+67.92 6957797.45 2361955.22 WL-1117 1 +29.76 6957624.69 2361944.57 WL-1117 2+60.49 6957493.97 2361944.57 Pipe Size 12" 12" 8" 8° OA DETAIL TERMINAL PANEL CITY OF FORT WORTH, TEXAS FLUSH MOUNTED CASED CROSSING TEST STATION SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS D138 & D151 File Name: SEC-S00-11-UT-33684.dgn Status: RFC Date: 08/28/2024 Sheet: 35 OF 37 O F T �� RONALD G. KING X0 Q°°°°°°°°°°°°° 81073 O �� P410°?� ��pp®TONAL E oo 08/28/2024 REVISED- 08-31-2012 1 33 04 11-D151 Texas Department of Transportation © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK DRAWN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SNO T CHECKED TEXAS FT. WORTH TARRANT LMH � CONTROL SECTION JOB S00-UT-33684 APPROVED RGK 0008 13 125, etc 0) M M CIO 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4DO89566749B INSET 'A' MJ TANGENTIAL MJ x J GATE OUTLET VALVE w LU L x LU l IW x MJ GATE VALVE 1`` , �' N M. �L MJ ANCHOR COUPLING L MJ ANCHOR COUPLING {13' LONG MIN.} SEE {48" LONG} PLAIN ISO -DETAIL ABOVE. aDUCTILE IRON /PVC PIPE Lrn f� FLANGE TANGENTIAL W OUTLET ~ L L O w O LU U O E1 r I WLU un r � x MJ Lr)FLANGE U GATE VALVE � ISOLATION FLANGE f� "INSET 'A' MJ x J GATJE I VALVE d' ASSEMBLY PER -NJ ,ANCHOR 00 33 04 ' 0-D146 (486 LONG) PLAN o CONCRETE/STEEL PIPE I 0 U N C N Q N i i 0 v U N �o v c v U O CL O a'' N � .a �0 0L o a N � O M N ISSUE RECORD N 112 NO. DESCRIPTION 00 Ln 0 RELEASED FOR CONSTRUCTION Op U Lij QJ U_ LSE IAJ x MJ x MJ l -ANGENTIAL OUTLET FTTING DR APPROVED EQUAL BY ENGINEER FOR D.I. =1TTIYGS H OP.1 ZON TA L BLOCKING PER 33 11 00-0130 DATE 08/28/2024 MJ TANGENTIAL OUTLET r GATE VALVE MJ ANCHORED (NORMALLY OPEN) 36' MIN. MJ ANCHORING CODLING ON 0%GRADE, NO SUBSTITUTIONS ALLOWED, TOTAL LENGTH WILL VARY, POLYETHYLENE ENCASED PER 33 11 10. SEE INSET'N PPE EMBEDMENT SAME 4 AS WATER MAIN PER SECTION 33 05 10 MJ x MJ GATE VALVE ANCHORED (NORMALLY OPEN) MJ TANGENTIAL � OUTLET j GATE VALVE NJ ANCHORED (NCRMALLY CLOSED) 32- HINGED FP,AME AND CO'JER PER 33 05 13-OCOB, F VAULT 5 IN PAVEMENT, ORIENT HINGE TOWARD ONCOMING TRAFFC MANHOLE LID ASSEMBLY rDETAIL AS INDCATED ON 32" HINGED FRAME AND -HE DRAWINGS PER 33 05 COVER PEP 3305 13-DD08 k E" MIN 13-D011, D013 OR D015 OPERA-ING , NUT RISER +•' ; ''• a —IF TOP OF NUT 15 6Y 7 7' BELOW RIM 6-0 MANHOLE PER r' = PROVIDE BRACING 33 39 •0/20-D208 EVERY 2'. SEE "• INSET 13' �` •'••' Ell "'' - �- 8'0 RCP = fi' MIN. GATE VALVE MJ: ANCHORED MIN. (NORMALLY CLOSED)ir •; :3:f 3✓ .: r' • i 1B' MIN. y! �:. X. GATE VALVE BASE 2RS 8 ' -'x .. �_: ;.;p s,.:, �. r.+.:; ;; ; `+ W •• - 1 AEW PIP__ PENETRATION SEE NOTE 8 i\ ' GATE VALVE BASE M HOLE BASE.. CRUSHED ROCK BAS= W/ NO. 4 BARS, BARS 0 6' CCEW PER SEC-10N 32 05 10 MAX E" CEN-ERS SECTION A -A SEE DETAIL FoRT AbRTH �r CITY OF FORT WORTH, TEXAS STANDARD BLOW -OFF ASSEMBLY MEN . . TBPELS halff SOUTH'iPOINT CONSTRUCTORS BLOW -OF SIZING MAIN NOM. BLCW-C PIPE 6 SIZ- 15, 6" 20" 6" 24' a" 30' 8" W. 8" 42" 8" ,�8" a.. 54' 8" INSET 'B' STAINLESS STEE_ UNI-STRU 'L"-BOL- 7 AND NUTS ' 1 ELEVATON OPERATING NUT RISER BRACING DETAI_ PLAN NOTE 1, TEE SEAL_ BE PAID =0R SEPARATELY AND SHALL NOT BE INCLUDED AS A PART OF THE STANDARD BLOW-0-F ASSEMBLY L NE -ITEM. 2. MANHCLE PENETRATIONS: SHA_L BE CONSTRUCTED AS SPECIFIED IN 33 39 10 CAST IN PLACE MANHOLES OR 33 39 20 PRE -CAST MANHOLES AND DE -AILED IN _EVER DETAILS D208 3. ALL ANCHOR COUPLINGS SHA_L BE ANCHOR x ANCHOR W'ITF WELDED RING AND S-ANDARD M.J. GLAND POLYETHYLENE ENCASED. REVISED: 11-01-2016 33 12 50-D105 LIFTING BOX WATER —TIGHT HINGED FRAME AND COVER STANDARD FRAME AND COVER HINGED COVER NOTES: 1. PROVIDE HINGED FRAME AND COVER WHERE INDICATED IN THE DRAWINGS, ON DETAILS OR IN SPECIFICATIONS. 2. COVERS SHALL BE INTEGRALLY MARKED INDICATING "WATER" OR "SANITARY SEWER" AS DESIGNATED ALONG WITH FORT WORTH LOGO PER SECTION 33 05 13. 3. ALL FRAMES AND COVERS SHALL REQUIRE A WATER —TIGHT GASKET. 4. FOR WATER AND SANITARY SEWER, ALL TYPES OF FRAMES SHALL ALLOW MINIMUM 30—INCH OPENING, UNLESS OTHERWISE SPECIFIED IN THE DRAWINGS. 5. CAST IRON HINGED LIDS SHALL BE REQUIRED FOR ALL SANITARY SEWER MANHOLES WITH A RIM ELEVATION GREATER THAN 12—INCHES ABOVE NATURAL GROUND. 6. DO NOT WIPE JOINTS OR GRADE RINGS WITH GROUT, MORTAR OR CEMENT. � o5 Wo NEEDS SPC RELEASE FOR CONSTRUCTION SOUTHEAST CONNECTOR UTILITIES DETAILS D105 & D219 REFER TO PAVEMENT REPAIR AROUND MANHOLE DETAIL, AS REQUIRED 7. THE MAXIMUM HEIGHT OF GRADE RINGS MAY EXCEED 12—INCHES WHEN APPROVED BY THE PROJECT MANAGER FOR THE CITY TO ALLOW FOR PAVEMENT DEPTH AND PAVEMENT CONSTRUCTION. THE MAXIMUM HEIGHT OF THE NARROW PART OF THE MANHOLE SHALL NOT EXCEED 24—INCHES REGARDLESS OF THE HEIGHT OF GRADE RINGS. 8. MANHOLES SHALL NOT PROTRUDE ABOVE GRADE MORE THAN 24—INCHES. 9. MANHOLES IN PAVEMENT SHALL BE ORIENTED SO THE HINGE IS TOWARD ONCOMING TRAFFIC. 10. CONCRETE GRADE RINGS ARE NOT PERMITTED, GRADE RINGS SHALL BE AS APPROVED. 11. IN LIEU OF GRADE RINGS, CIRCULAR FORMS, "SONO—TUBE", MAY BE USED, IF COVER IS IN 10- PAVEMENT, ORIENT HINGE TOWARD ONCOMING TRAFFIC 3" FRAME 3-1 /2" — x �,. COLLAR SHALL EXTEND AT LEAST 3" MIN. �� .= :_'' ;' ;';• t T BELOW MANHOLE TOP }• CV rya ..;+' :. �~ �+• �' CIRCULAR FORM MAXIMUM OF 3 GRADE RINGS ALLOWED ''` - +•:��;�• w MANHOLE OR VAULT PER DRAWINGS "• ' 30" CLEAR MIN. 2—ROWS ADHESIVE, — t' '�••: TYP. PER GRADE RING MANUFACTURER RECOMMENDATION, CITY OF FORT WORTH, TEXAS SANITARY SEWER MANHOLE FRAME, COVER AND GRADE RINGS PRO E CT J File Name: SEC-S00-11-UT-33685.dgn Status: RFC Date: 08/28/2024 Sheet: 36 OF 37 _ ® �� F�°9s�o00 ° °°° ... RONALD G. KING X0 81073 O �� EN p��®s/° ® ANAL �® oo 08/28/2024 REVISED- 12-01-2021 33 05 13-D219 Texas Department of Transportation © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK DRAWN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SNO T CHECKED TEXAS FT. WORTH TARRANT LMH � CONTROL SECTION JOB SOO-UT-33685 APPROVED RGK 0008 13 125, etc 0) M M CID 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B ............ ............... • �. I + + + + + + + + + + + + + +++++++ F F F F F F+ a PIPE EMBEDMENT f PER DRAWINGS AND SECTION 33 05 10 (TYP) PIPE BACKFILL PER DRAWINGS AND SECTION 33 05 10 (TYP) M rn 1= PIPE BACKFILL PER 1 DRAWINGS AND SECTION 33 05 10 00 (TYP) U #6 TIE -DOWN BARS LIU un AS DESIGNATED ON TABLE TEE PLAN VIEW PIPE EMBEDMENT PER DRAWINGS BLOCKING SHALL BE AGAINST UNDISTURBED EARTH 900 BEND #6 TIE -DOWN BARS AS DESIGNATED ON TABLE AND SECTION 33 05 I U (TYP) _ ;2� 00 0 `i •I�r iyi','¢'.•}i' :':•fir r:r i . U r •l..J r• yr ,, QJ .T 3. ' 1 + + + + + + + F F F F F F + �.T i d 1 + + + + + + + F F F Fill _ \ .. �•� • � V C-:,4T:- • t L y ::{tire .^.•yst.��n:: wy ti� BLOCKING SHALL "�:'�:•,;,�;r��: ��; BE AGAINST .:�, •,��.•;; - UNDISTURBED ..,,r EARTH •a' #4 BARS AT 6" O.C. E.W. c v U � o a � o� N � a o a M� M N ISSUE RECORD N NO. DESCRIPTION 00 In 0 RELEASED FOR CONSTRUCTION C)0 U Lij QJ QU_ TEE rt - •r - j4 v� r\\" ..e r •� y .x • '•ti - - - - - - - - S L _ - .r • •�2 - r }•',•,� + + + + + + + + + + + + + + + [ ,.. a1i.r;4.•:'aY�l::.'..,,,�...':�i f:.t:n:_S•A:::F.;:'f .• _;.:s'\.. Yw-- •' 1 + + + + + + F F'r}.; N . n � ..:r'. r r. • .1 . Vie•... .li' 4 r r . r '* r.• •r j ..f v f:. •+ /la �.. • 1. � � - + .a �.. r• r r r S :F'i:. Jl._.. ..+. a.. •.. h'gT.. er ! I r'ki .¢ir rd 1E ;x •, �"� :• r •'Is .. .Y-. _ W/�.-Z�c.-1��k i. {...:��... F..-_ i. _.:..n .�r�ta.�_ _I:e,i.•.V�•-.� DATE 08/28/2024 L.) L. I V LJ PROFILE VIEW NOR MEN TBPELS haLff SOUTH :POINT CONSTRUCTORS S" MIN (TYP) #6 TIE -DOWN BARS AS DESIGNATED ON TABLE BLOCKING SHALL BE AGAINST UNDISTURBED EARTH STD ACI HOOK #4 BARS AT 6" O.C. E.W. BLOCKING SHALL BE AGAINST UNDISTURBED EARTH NEEDS SPC RELEASE FOR CONSTRUCTION VERTICAL TEE TIE -DOWN BLOCKING TABLE TEE SIZE 1211 1611 CONCRETE VOLUME (CF) MIN #6 BARS 282.75 502.75 2 O 3 O 900 ANGLE TIE -DOWN BLOCKING TABLE 90" ANGLE SIZE 121e 1611 CONCRETE VOLUMF (CF) 400.00 711.00 MIN #6 BARS 3 4 #6 TIE -DOWN BARS AS DESIGNATED ON NOTE: TABLE 1. VERTICAL TIE -DOWN BLOCKING VOLUMES SHOWN ARE BASED ON: A. 250 PSI TEST PRESSURE 'rY,• ' "'=�` ; `~ B. 150 PCF CONCRETE DENSITY C. A SAFETY FACTOR OF 1.5 Z 2. BAR QUANTITIES ARE BASED ON: A. 60 KSI #6 STEEL REINFORCEMENT BARS B. A FACTOR OF SAFETY OF 1.5 C. "Lrr SHALL BE A MINIMUM OF 18 3. WIDTHS, LENGTHS AND DEPTHS MAY VARY BUT SATISFATION OF MINIMUM VOLUMES MUST BE DEMONSTRATED. HOOK TIE -DOWN -J #4 BARS AT 4. ALL DUCTILE IRON FITTINGS SHALL BE BARS INTO 0. C, E•W• WRAPPED IN POLYETHYLENE ENCASEMENT REINFORCING MAT PRIOR TO PLACING OF BLOCKING. (TYP) 03 TEE SECTION VIEW 5. CONCRETE MATERIAL SHALL CONFORM TO 33684 CECTION 03 30 00. 6. THE CONTRACTOR IS REQUIRED TO PROVIDE THRUST RESTRAINT BY MEANS OF VERTICAL TIE -DOWN BLOCKING FOR ALL PIPES. THIS Err ITEM SHALL BE CONSIDERED SUBSIDIARY TO MrN VARIOUS ITEMS BID. -�_°. ;..::, 7. ALL MJ FITTINGS SHALL BE ADDITIONALLY }�'.Lx.•ir'.••r.•�: • �v.�"t+��r_'•e..F.[Y :'..t �,:-�'-�" ;•A1 "Yrsi'r' S�.��� :5 ��' .. ., "• �: ... ^yS .. ,�.... RESTRAINED WITH RETAINER LAND :� S GLANDS 4r•�?. i; r n ••. a.x t. a-s r-¢•'rr�i {•';;may' #6 TIE -DOWN BARS .S gib:. 1.�. • u«i, a.� �'=�`` �'?`' •'`" AS DESIGNATED ON :,.• •Y;_ `� TABLE r' 4 lt:s ' 't• - y� ti.. i f i r r• n 4 sM +r 1 d• (( s. x •.f,.t •� ••7i / r E a' y r . r:.: [ : .•"rot[' '.: »,•.� r-pi r. • r . •. �. �4 x . l .ay i s• +. .:r.!'i-•� + �•:++r,.s ..r . 7�.:tii. •'s ;:,i . a�•,!k• .3 'r � r?. :+.$.•.ir'.-#. ��t�'!S. ,'� _ • h t. 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S'; ••../,«r : [. _"r'Fs i£j-•�-:e�#' -J�j: f, 1+�t •i:�r. �%:L'hi s... Ir .. �••;•-r. �: ^'.C.:r at..:.1G:...;.: Vie' ew. 1`•}r •iF:.::k. t <}c=rt�� •r y ° ° ° ° ° ° ° . ° ° ° ° ° ° ° ° ° ° ° ° ° ° t ' /' a .'� ' "{� ;�� :•�� ='�*� I�/ "?►"1�1P� �'y: `� r\"r�l�c Y+lsd� :�'. �n s�•;Y�• y.._-.'••y, .1�. �1 •v,r�-�:r�.,,��•+a•�7�.. � • c- >;G;�!'�: �F" : �� � ° 0 ti�l._�,. 6 or •%:r. t v.rr?1_.lIS...;., y4'••'a,.�e ys5 t� . y, �..t• _ ..r r" ' a4..1 !« ¢i :i- 4� J •.'/ - % '` DAMES C. NESTER 6„ MIN � ® 128858 °�o°°°°°°°° (TYP) E N � #4 BARS AT O 0NAL 6" 0, C. E.W. �000 08/28/2024 90' SECTION VIEW HOOK TIE -DOWN BARS INTO REINFORCING MAT (TYP) SOUTHEAST CONNECTOR UTILITIES STRUCTURAL PIPE BLOCKING DETAILS PRO E CT J File Name: SEC-S00-11- UT- 33686.dgn Status: RFC Date: 08/28/2024 Sheet: 37 OF 37 -:M*T Texas Department of Transportation Af © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. JCV DRAWN 6 F-2022(675) 1-820 SG STATE DISTRICT COUNTY SHEET NO. CHECKED TEXAS FT. WORTH TARRANT JCV CONTROL APPROVED SECTION JOB S00-UT-33686 RGK 0008 13 125, etc 0) M 00 N 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B c 0 IN M M W 00 N 00 00 0 ro Q) 0 I 0 U v c v C 0 v Ln U N O L N 4- i v M U rn M Q O N N O N vn z REVIEWED AND APPROVED BY: DIRECTOR WATER DEPARTMENT CITY OF FORT WORTH REVIEWED AND APPROVED BY: ENGINEERING MANAGER WATER DEPARTMENT CITY OF FORT WORTH REVIEWED AND APPROVED BY: PROJECT MANAGER HALFF ASSOCIATES E Signed by: �, I^ `S �ar(/r Il��R56ftSR7df'dFd CHRIS HARDER, P.E. Signed by: 7138F3B1B9D864FF_. JOHN R. KASAVICH, P.E. RONALD G. KING, P.E. OTATE OF TEXAO a a ON MAIN 11101 NIV00110 suffill Me 1010 MONSOON • 110 100, R WE ON I M"INMI�gu( ffill 04MIN, NA I N' T I I I N' 0160 ff I FEDERAL AID PROJECT F-2022(675) CSJ: 0008-13-125, ETC. SOUTHEAST CONNECTOR PROJECT 10/17/2024 DATE 10/14/2024 DATE 09/04/2024 DATE TARRANT COUNTY LIMITS/LENGTH: 1-20 FROM 1-20/1-820 INTERCHANGE TO FOREST HILL DRIVE = 2.2 MILES 1-20 FROM 1-20/1-820 INTERCHANGE TO LITTLE ROAD = 2.3 MILES 1-820 FROM 1-20/1-820 INTERCHANGE TO BRENTWOOD STAIR ROAD = 6.2 MILES US 287N FROM 1-820/US 287 INTERCHANGE TO VILLAGE CREEK ROAD = 0.8 MILES US 287S FROM 1-20/US 287 INTERCHANGE TO SUBLETT ROAD = 2.2 MILES NEEDS SPC RELEASE FOR CONSTRUCTION CITY OF FORT WORTH SANITARY SEWER RELOCATION: 3112 240904 SOO UT R COFW-PK11B (X-28342) SEC-U-0520 5L&MLN 1 4 PROJECT LOCATION MAP N.T.S. SEGMENT 6 ��­ (a -' SEGMENT 8 ' © 2024 by Texas Department of Transportation; all rights reserved 4' ® 4� RONALD G. KING° ° ° ° X .°°°°°°°°°°°°...... 00 ° 81073 O �� 0�04 �\° l C E N 4S1 ANAL 09/04/2024 DESIGNED FED.RD. D I V. NO. FEDERAL AID PROJECT NO. RG K DRAWN 6 F-2022(675) JwJ STATE DISTRICT COUNTY CHECKED TEXAS FT. WORTH TARRANT PCD APPROVED CONTROL SECTION JOB RG K 0008 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33700 FUNCTIONAL CLASSIFICATION, DESIGN SPEED: URBAN INTERSTATE/ HIGH-SPEED 70 MPH MAINLANES URBAN FREEWAY URBAN INTERSTATE HIGH-SPEED 50 MPH COLLECTOR -DISTRIBUTORS URBAN INTERSTATE HIGH-SPEED 50 MPH HIGH-SPEED 50 MPH DIRECT CONNECTORS URBAN INTERSTATE HIGH-SPEED 45 MPH HIGH-SPEED 40 MPH HIGH-SPEED 50 MPH RAMPS URBAN ARTERIAL HIGH-SPEED 45 MPH HIGH-SPEED 40 MPH LOW -SPEED 40 MPH FRONTAGE ROADS URBAN COLLECTOR LOW -SPEED 30 MPH URBAN ARTERIAL LOW -SPEED 40 MPH URBAN ARTERIAL LOW -SPEED 30 MPH CROSS STREETS 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 THE BASIS OF BEARINGS IS DERIVED FROM STATIC GPS DATA COLLECTED ON PUBLISHED TXDOT MONUMENTS REFERENCED TO NAD83 (2011) EPOCH 2010, STATE PLANE TEXAS NORTH CENTRAL ZONE (4202), NAVD88 GEOID 2012A COORDINATE SYSTEM WITH A GRID TO GROUND SURFACE ADJUSTMENT FACTOR OF 1.00012. NOTES: 1. SPECIFICATIONS ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION, NOVEMBER 2014 AND SPECIFICATION ITEMS LISTED AND DATED AS FOLLOWS, SHALL GOVERN ON THIS PROJECT: REQUIRED CONTRACT PROVISIONS FOR ALL FEDERAL -AID CONSTRUCTION CONTRACTS (FORM FHWA 1273, MAY 2012). THIS PROJECT HAS BEEN DESIGNED USING THE DESIGN BUILD AGREEMENT DOCUMENTS INCLUDING ALL THE TECHNICAL DOCUMENTS AND THE TECHNICAL REQUIREMENTS. 2. TDLR INSPECTION REQUIRED. OO Texas Department of Transportation OC 2024 SOUTH''POINT CO.\ S'_'� jC'_'O�-RS kK9Kmiewi TBPE REGISTRATION No. F-6649 P�#"^ A A 0 % 0 wl T1 I AECOM Technical Services, Inc.- F-3580 MEN N' '. haLff TBPELS ENGINEERING FIRM #312 rN "It 00 N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B INDEX OF SHEETS * SHEET DESCRIPTION * S00-UT-33700 TITLE SHEET - SEC-U-0520 * S00-UT-33701 INDEX OF SHEETS - SEC-U-0520 * S00-UT-33702 GENERAL NOTES - SEC-U-0520 S00-UT-33703 OVERALL PROJECT MAP, SURVEY CONTROL POINTS * S00-UT-33704 PROJECT KEYMAP - SEC-U-0520, SEGMENT 1N * S00-UT-33705 EXISTING SANITARY SEWER ABANDONMENT LAYOUT * S00-UT-33706 PROPOSED SANITARY SEWER SYSTEM LAYOUT * S00-UT-33707 LEGEND * S00-UT-33708 SANITARY SEWER RELOCATION 3112, PLAN & PROFILE - STA 1 +00.00 TO STA 4+50.00 * S00-UT-33709 SANITARY SEWER RELOCATION 3112, PLAN & PROFILE - STA 4+50.00 TO STA 7+96.02 * S00-UT-33710 DETAILS, TRENCH REPAIR A & B * S00-UT-33711 DETAILS, TRENCH REPAIR C & D * S00-UT-33712 DETAILS, TRENCH REPAIR E & F * S00-UT-33713 DETAILS, D006 & D007 * S00-UT-33714 DETAILS, D010 & D012 * S00-UT-33715 DETAILS, D208 & D207 * S00-UT-33716 DETAILS, D210 & D214 * S00-UT-33717 DETAILS, D218 & D219 * S00-UT-33718 DETAILS, D528 & D534 z a 0 M M 1- H H O O U W O 00 N 00 d- 00 O a H O Q O N I O U N C 4J Q N i c 0 v U N �o a� c a) �a U O Q � O 4i O � .a 00 a Iq a (5ia 0 N U-) No NO. Ln 0 d1 C.i Lij QJ U- ISSUE RECORD DESCRIPTION RELEASED FOR CONSTRUCTION DATE 09/04/2024 DATE REV 0910412024 0 0910412024 0 0910412024 0 0910412024 0 0910412024 0 0910412024 0 0910412024 0 0910412024 a 0910412024 0 09/04/2024 0910412024 0 0910412024 in 0910412024 0 0910412024 0 0910412024 0 0910412024 0 0910412024 0 0910412024 0 0910412024 0 MEN .. TBPELS haLff SOUTH :POINT CONSTRUCTORS * ■ SHEET DESCRIPTION NEEDS SPC RELEASE FOR CONSTRUCTION INDEX OF SHEETS DATE REV File Name: SOUTHEAST CONNECTOR PROJECT S a - 00-11-UT-33701.dgn UTILITIES RFC Date: INDEX OF SHEETS - SEC-U-0520 09/04/2024 Sheet: 2OF19 * INCLUDED IN THIS PACKAGE O F T �� .. °°° °0 RONALD G. KING 81073 O �� P410 -\'% C E N s`�°���`�® p��®s/° ® ANAL �® oo 09/04/2024 Texas Department of Transportation T 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK DRAWN 6 F-2022(675) 1-820 jV\/j STATE DISTRICT COUNTY SNO T CHECKED TEXAS FT. WORTH TARRANT PCD � CONTROL SECTION JOB S00-UT-33701 APPROVED RGK 0008 13 125, etc N Iq 00 N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B GENERAL NOTES GENERAL NOTES GENERAL NOTES c N 0 r\ M M 0 0 U w 0 00 N 00 00 0 ro 0 0 v I 0 U v c v 0 v c 0 v Ln U a) �o i a� c v M U � o M o � � Q Lr) QL 0 N N Ln oqj Ln N zi DIVISION 01 - GENERAL REQUIREMENTS GENERAL: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE CITY AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION OR DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION AND FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. 2. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED OWNERS (UTILITY COMPANIES) OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. A. NOTIFY TEXAS 811 (1-800-DIG-TESS OR WWW. TEXAS81 1. ORG) TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. B. CAUTION! BURIED ELECTRIC LINES MAY EXIST ALONG THIS PROJECT. CONTACT ELECTRICAL PROVIDERS 48 HOURS PRIOR TO EXCAVATION: • ONCOR 24/7 CONTACT 817-913-5365 C. CAUTION! BURIED GAS LINES MAY EXIST ALONG THIS PROJECT. CONTACT GAS COMPANIES 48 HOURS PRIOR TO EXCAVATION, AND WITHIN TWO (2) HOURS OF ENCOUNTERING A GAS LINE: • ATMOS 24/7 CONTACT 866-322-8667 • ENLINK 24/7 CONTACT 214-721-9378 • DIVERSIFIED JODY CURRY 940-393-8563 • SUMMIT MIDSTREAM ANDY AIVAZIAN 214-794-6635 JARROD STEWART 304-932-9088 • FLINT HILLS RESOURCES 24/7 CONTACT - D. CAUTION! BURIED COMMUNICATION CABLES MAY EXIST ALONG THIS PROJECT. CONTACT COMMUNICATION COMPANIES 48 HOURS PRIOR TO EXCAVATION: • AT&T 24/7 CONTACT 1-800-286-8313 BILLY KIDD 972-322-0709 • CHARTER (SPECTRUM) THOMAS SONNIER 817-205-9098 • CONTERRA 24/7 CONTACT 1-800-634-1374 • MCIMETRO (VERIZON) BRYAN SCHAFER 972-213-3748 • ZAYO 24/7 CONTACT 1-866-236-2824 E. CAUTION! BURIED CITY OF FORT WORTH WATER AND SANITARY SEWER LINES MAY EXIST ALONG THIS PROJECT. CONTACT THE CITY 48 HOURS PRIOR TO EXCAVATION: • FORT WORTH WATER CLSAR ZAVALA 817-475-2656 MATT DAVIS 817-944-8277 • FORT WORTH SEWER LUKE COFFMAN 817-223-7438 MIKE MAINORD 817-480-9944 F. CAUTION! WHEN DOING WORK WITHIN 200 FEET OF ANY SIGNALIZED INTERSECTION, THE CONTRACTOR SHALL NOTIFY TRAFFIC MANAGEMENT DIVISION OF CITY OF FORT WORTH T/PW, 72 HOURS PRIOR TO EXCAVATION (817-392-7738). THE CONTRACTOR SHALL PROTECT EXISTING SIGNAL HARDWARE, GROUND BOXES, DETECTION LOOPS, AND UNDERGROUND CONDUIT AT SIGNALIZED INTERSECTIONS. ANY DAMAGES AT SIGNALIZED INTERSECTIONS SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL CONTACT THE CITY AT 817-392-8100 TO PERFORM CONDUIT LINE LOCATES AT SIGNALIZED INTERSECTIONS 72 HOURS PRIOR TO COMMENCING WORK AT THE INTERSECTION. G. THE CONTRACTOR SHALL NOTIFY THE CITY OF FORT WORTH PROJECT MANAGER 48 HOURS PRIOR TO THE START OF ANY EXCAVATION (JOHN KASAVICH: 817-392-8480) 3. THE LOCATION OF ALL DRIVEWAYS, RETAINING WALLS, STRUCTURES, ETC. WHICH MAY BE SHOWN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXACT SIZE, LOCATION, ELEVATION, AND CONFIGURATION OF ALL STRUCTURES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE GENERAL SAFETY AT AND ADJACENT TO THE PROJECT AREA, INCLUDING THE PERSONAL SAFETY OF PUBLIC AND PRIVATE PROPERTY. CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY SEWER FACILITIES TO AFFECTED PROPERTY OWNERS, IF NECESSARY PER SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS. 5. CONTRACTOR'S PERSONNEL SHALL HAVE IDENTIFYING CLOTHING, HATS OR BADGES AT ALL TIMES WHICH IDENTIFY THE CONTRACTOR'S NAME, LOGO OR COMPANY. THE CONTRACTOR SHALL ALSO HAVE IDENTIFICATION ON ALL VEHICLES. 6. THE CONTRACTOR SHALL DISTRIBUTE NOTICES (DOOR HANGER) TO ALL AFFECTED PROPERTY OWNERS PRIOR TO BEGINNING WORK ON EACH PROPERTY PER SECTION 01 35 13. 7. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY INSPECTOR, CITY PROJECT MANAGER AT THE PRE -CONSTRUCTION MEETING FOR REVIEW. ANY CONSTRUCTION ACTIVITY, MATERIALS, ETC. THAT ARE IDENTIFIED BY THE CITY AS NON -COMPLIANT WITH THE STANDARD DETAILS AND SPECIFICATIONS SHALL BE REMOVED AND REPLACED WITH MATERIALS THAT CONFORM WITH THE STANDARD DETAILS AND SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE. REFERENCE SECTION 01 33 00 SUBMITTALS AND SECTION 01 60 00 PRODUCT REQUIREMENTS, AND THE GENERAL CONDITIONS. 8. PRIOR TO SCHEDULING THE PROJECT FINAL, THE CONTRACTOR SHALL PROVIDE REDLINES, CUT SHEETS, FINAL APPROVED PIPE SHOP DRAWINGS, CCTV VIDEO/REPORTS, LINER RESULTS, ETC., PIPE REPORT AND SERVICE REPORT PER SECTIONS 01 77 19, 01 78 39, AND 33 01 31 TO THE CITY FOR REVIEW, REVISIONS, AND FINAL ACCEPTANCE. 9. WHEN IT IS REQUIRED THAT A CONTRACTOR WORK OR ENTER PRIVATE PROPERTY, THE CONTRACTOR SHALL CONTACT THE PROPERTY OWNER 48 HOURS PRIOR TO CONSTRUCTION PER SECTION 01 11 00. DO NOT STORE EQUIPMENT OR MATERIAL ON PRIVATE PROPERTY UNLESS AND UNTIL THE SPECIFIED APPROVAL OF THE PROPERTY OWNER HAS BEEN SECURED IN WRITING BY THE CONTRACTOR AND A COPY FURNISHED TO THE CITY. 10. ANY EXCESS MATERIAL FROM EXCAVATION SHALL BE PLACED AT A LOCATION DESIGNATED BY DESIGN -BUILD CONTRACTOR. THE LOCATION SHALL BE COORDINATED WITH THE DESIGN -BUILD UTILITY COORDINATOR. SURPLUS MATERIALS FROM EXCAVATION INCLUDING DIRT, TRASH, ETC. SHALL BE PROPERLY DISPOSED OF AT A SITE ACCEPTABLE TO THE CITY'S FLOOD PLAIN ADMINISTRATOR IF WITHIN THE CITY LIMITS. IF THE LOCATION IS NOT WITHIN THE CITY LIMITS, THE CONTRACTOR SHALL PROVIDE A LETTER STATING SO. SURPLUS MATERIAL MAY NOT BE PLACED IN NATURAL DRAINAGE WAY WITHOUT WRITTEN PERMISSION FROM THE AFFECTED PROPERTY OWNER AND THE CITY'S FLOOD PLAIN ADMINISTRATOR. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN THE AREAS WITHOUT WRITTEN PERMISSION, CONTRACTOR SHALL RESPONSIBLE FOR ALL DAMAGE RESULTING FROM SUCH FILL AND SHALL REMOVE THE MATERIAL. 11. CONTRACTOR SHALL CONTACT LOCAL SCHOOLS PRIOR TO BEGINNING CONSTRUCTION TO INFORM PRINCIPALS AND ADMINISTRATORS OF CONSTRUCTION IN THE AREA. A NOTE ON THE SCHOOL MARQUEE IS SUGGESTED TO INFORM PARENTS AND STUDENTS OF CONSTRUCTION, CONSTRUCTION DURATION, AND POSSIBLE ALTERNATIVE ROUTES AROUND CONSTRUCTION SITES. ONE LANE SHALL REMAIN OPEN AT ALL TIMES, AND ALL LANES OF TRAFFIC SHALL BE OPEN UP AT THE END OF EACH WORK DAY. DIVISION 03 - CONCRETE 1. HORIZONTAL BLOCKING FOR WATER LINES HAS BEEN OMITTED FOR CLARITY. HOWEVER, BLOCKING SHALL BE CONSTRUCTED AND SHOP DRAWINGS SUBMITTED TO THE CITY INSPECTOR FOR REVIEW, IN ACCORDANCE WITH SECTION 03 30 00. DIVISION 33 - UTILITIES GENERAL: 1. WHEN IT IS REQUIRED THAT A CONTRACTOR WORK ON PRIVATE PROPERTY WITHIN UTILITY EASEMENTS, THE CONTRACTOR SHALL CONTACT THE PROPERTY OWNER 48 HOURS PRIOR TO CONSTRUCTION. ONCE THE PIPE HAS BEEN INSTALLED OR REHABILITATED, THE CONTRACTOR SHALL IMMEDIATELY COMMENCE SURFACE RESTORATION. SURFACE RESTORATION MUST BE COMPLETED TO THE OWNER'S SATISFACTION WITHIN TEN (10) WORKING DAYS. FAILURE TO MAINTAIN AND/OR COMPLETE SITE RESTORATION, AS NOTED ABOVE, MAY RESULT IN DEFERMENT OF FURTHER PIPE INSTALLATION ACTIVITIES. ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 09/04/2024 e halff 2. EXISTING VERTICAL DEFLECTIONS AND PIPE SLOPES SHOWN ON THE PLANS WERE OBTAINED FROM RECORD DRAWINGS AND HAVE NOT BEEN FIELD VERIFIED. SOME PIPELINE SLOPES WERE ADJUSTED TO MATCH SURVEYED MANHOLE FLOW LINES. RIM ELEVATIONS, FLOW LINES, AND HORIZONTAL LOCATIONS OF EXISTING MANHOLES WERE DETERMINED FROM FIELD SURVEY. HOWEVER, IF CONFLICTS WITH PAVING, ADDITIONAL FILL, STORM SEWER, DRAINAGE HEADWALLS, INLETS, BRIDGE PIERS, EMBANKMENTS, MSE WALLS, RETAINING WALLS, ABOVE GROUND STRUCTURES, FRANCHISE UTILITIES, ETC. HAVE BEEN IDENTIFIED, THE UTILITIES IN CONFLICT SHALL BE LOCATED AND POTHOLED USING VACUUM EXCAVATION METHOD PER SECTION 33 05 30 PRIOR TO CONSTRUCTION OF THE MAIN. CONTRACTOR SHALL PROVIDE ALL POTHOLE DATA AND OTHER DOCUMENTATION OF THESE CONFLICTS (PLANS, SHOP DRAWINGS, SURVEY DATA, ETC.) TO THE CITY INSPECTOR, WATER ENGINEERING, WATER FIELD OPERATIONS, AS PLANS SHALL BE REVISED AND SUBMITTED FOR REVIEW BY THE CITY IN ORDER TO AVOID A CONFLICT. 3. MAINTAIN ALL EXISTING WATER AND SEWER CONNECTIONS TO CUSTOMERS IN WORKING ORDER AT ALL TIMES, EXCEPT FOR BRIEF INTERRUPTIONS IN SERVICE FOR WATER AND SEWER SERVICES TO BE REINSTATED. IN NO CASE SHALL SERVICES BE ALLOWED TO REMAIN OUT OF SERVICE OVERNIGHT. 4. PROVIDE AND FOLLOW APPROVED CONFINED SPACE ENTRY PROGRAM IN ACCORDANCE WITH OSHA REQUIREMENTS. CONFINED SPACES SHALL INCLUDE MANHOLES AND ALL OTHER CONFINED SPACES IN ACCORDANCE WITH OSHA'S PERMIT REQUIRED FOR CONFINED SPACES. 5. ONLY CITY PREQUALIFIED CONTRACTORS, BY APPROPRIATE WATER DEPARTMENT WORK CATEGORY, SHALL BE ALLOWED TO ADJUST VALVE BOXES, MANHOLES, RING & COVERS, ETC. 6. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY. THE CONTRACTOR SHALL CONSTRUCT THE PROPOSED WORK UTILIZING A TRENCH SAFETY PLAN PREPARED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, FOR THIS PROJECT, IN ACCORDANCE WITH OSHA EXCAVATION SAFETY STANDARDS, FEDERAL AND STATE REQUIREMENTS, PER SECTION 33 05 10. A TRENCH SAFETY PLAN SHALL BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. THIS WOULD ALSO INCLUDE A GROUND WATER CONTROL PLAN IF CONDITIONS MEETING CRITERIA OUTLINED IN SECTION 33 05 10 EXIST. 7. ALL EMBEDMENT AND BACKFILL SHALL BE IN ACCORDANCE WITH TXDOT ITEM 400. 8. EXISTING UTILITY INFORMATION IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT THE CITY AND THE ENGINEER NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THE DATA. 9. EXISTING UTILITY CROSSINGS SHOWN ON THE PROFILE ARE FROM REFERENCE PLANS, AND FROM INFORMATION OBTAINED FROM THE UTILITY COMPANIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF THE EXISTING UTILITIES. 10. CITY INSPECTOR SHALL BE GIVEN ADVANCED NOTIFICATION AND BE ON SITE FOR ALL MANHOLE AND VALVE CONCRETE COLLAR INSTALLATION. REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AS SPECIFIED ON PLANS. 11. IF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION, TRENCH WATER STOPS SHOULD BE INSTALLED AT 500-FOOT MINIMUM INTREVALS TO PREVENT MIGRATION OF WATER WITHIN THE WATER OR WASTEWATER TRENCH. SANITARY SEWER: 1. VERIFY THAT ALL CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE FOR SANITARY SEWER ONLY. NOTIFY CITY OF ANY DISCOVERED ILLICIT CONNECTIONS. 2. THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGES TO PROPERTIES, HOMES, AND BASEMENTS FROM BACKUP, WHICH MAY RESULT DURING THE INSTALLATION OF NEW PIPE AND/OR ABANDONMENT OF EXISTING PIPE. THE CONTRACTOR WILL BE ALLOWED TO OPEN CLEAN OUTS WHERE AVAILABLE. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN UP ASSOCIATED WITH OPENING CLEAN OUTS. 3. FOR ALL SANITARY SEWER SERVICE CONNECTIONS AT MANHOLES, PROVIDE A HYDRAULIC SLIDE IN ACCORDANCE WITH THE DETAILS. 4. THE PROPOSED SANITARY SEWER LINES AT TIMES WILL BE LAID CLOSE TO OTHER EXISTING UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW GROUND. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS FOR THE SUPPORT AND PROTECTION OF ALL UTILITY POLES, GAS MAINS, TELEPHONE CABLES, SANITARY SEWER MAINS, WATER MAINS, DRAINAGE PIPES, UTILITY SERVICES, AND ALL OTHER UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW GROUND DURING CONSTRUCTION. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AT THE PRE -CONSTRUCTION MEETING PER SECTION 01 33 00 FOR SUPPORT/PROTECTION OF LARGE DIAMETER WATER MAINS (16-INCH AND LARGER) AND SANITARY SEWER MAINS (15-INCH AND LARGER) FOR REVIEW BY CITY INSPECTOR, WATER ENGINEERING, AND WATER FIELD OPERATIONS PRIOR TO CONSTRUCTION IN THESE AREAS. IN ADDITION, THE CONTRACTOR SHALL SUBMIT A CONTINGENCY PLAN AND EMERGENCY PLAN TO THE SAME PERSONNEL WHICH INCLUDES ACCEPTABLE PIPE MATERIALS ON -SITE FOR REPAIRS. THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO EXISTING WATER AND SANITARY SEWER MAINS AS A RESULT OF THE CONTRACTOR'S OPERATIONS. 5. CONTRACTOR SHALL CONDUCT A PRE -CONSTRUCTION TELEVISION INSPECTION (CCTV) OF ALL EXISTING SANITARY SEWER LINES, WHICH ARE TO BE ABANDONED, TO VERIFY LOCATIONS OF ALL SANITARY SEWER SERVICE CONNECTIONS PRIOR TO CONSTRUCTION OF THE ENTIRE PROJECT. FORMAT OF THE CCTV VIDEO, PLAN EXHIBITS, AND REPORT SHALL BE IN ACCORDANCE WITH SECTION 33 01 31. REPORT SHALL CLEARLY IDENTIFY EXISTING SANITARY SEWER MAIN/LATERAL NUMBER, MANHOLES, STATION NUMBER (FROM AND TO), STREET ADDRESS, PIPE SIZE, PIPE MATERIAL, SERVICE LOCATIONS, PIPE MATERIAL CHANGES, ETC. COPIES OF THE CCTV VIDEO, LAYOUT, MARKED UP PLANS SHOWING LIMITS, AND REPORT SHALL BE PROVIDED TO THE CITY INSPECTOR, CITY PROJECT MANAGER, WATER ENGINEERING, AND WATER FIELD OPERATIONS, AS THE SCHEDULE SHALL ALLOW FOR A REVIEW TIME OF 2 WEEKS. 6. CONTRACTOR SHALL ENSURE THAT ALL ACTIVE SERVICES CAN BE RECONNECTED AND/OR REROUTED TO THE NEW SANITARY SEWER MAIN/LATERAL PER SECTION 33 31 50. CONTACTOR SHALL NOTIFY THE CITY INSPECTOR, CITY PROJECT MANAGER, WATER ENGINEERING, AND WATER FIELD OPERATIONS OF ANY POTENTIAL CONFLICTS PRIOR TO CONSTRUCTION, SO MODIFICATIONS TO THE PLANS CAN BE MADE IF NECESSARY. 7. CONTRACTOR SHALL BYPASS PUMP SEWAGE AROUND SECTION OF PIPE PRIOR TO BEING REPLACED OR REHABILITATED PER SECTION 33 03 10. 8. NEW MANHOLES SHALL BE CONSTRUCTED SUCH THAT THE MANHOLE COVER IS AT FINISHED SURFACE GRADE, OR AS NOTED ON THE PLANS. CONCRETE COLLARS PER SPECIFICATION 33 05 13 AND DETAIL SHALL BE INSTALLED WITH ALL NEW MANHOLES (INCLUDING MANHOLES OUTSIDE OF PAVEMENT AND/OR ON EASEMENTS), AS REQUIRED FOR THIS PROJECT. CONCRETE COLLARS IDENTIFIED IN THE FIELD THAT ARE NOT IN COMPLIANCE WITH THE SPECIFICATIONS AND DETAILS (I.E. INCORRECT COLLAR THICKNESS, NO STEEL REINFORCEMENT) SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 9. SANITARY SEWER SERVICES LARGER THAN 6-INCH DIAMETER SHALL CONNECT TO A MANHOLE. FOR ALL SANITARY SEWER SERVICE CONNECTIONS AT THE MANHOLE, CONTRACTOR SHALL PROVIDE A HYDRAULIC SLIDE IN ACCORDANCE WITH SECTION 33 39 20 AND STANDARD DETAIL. 10. SANITARY SEWER MANHOLES CALLED OUT FOR INTERIOR CORROSION PROTECTION SHALL CONFORM TO SECTION 33 39 60 LINER SYSTEM FOR SANITARY SEWER STRUCTURES. THIS SHALL INCLUDE MANHOLES ON MAINS WITH 3 % OR GREATER GRADE, ALL DROP MANHOLES, SIPHONS, JUNCTION STRUCTURES ON LARGE COLLECTOR MAINS 15-INCH DIAMETER AND LARGER, AND OTHER MANHOLES WHERE TURBULENCE IS AN ISSUE. 11. ODOR CONTROL IS REQUIRED FOR ALL SANITARY SEWER MANHOLES IN CITY PARK AREAS, PUBLIC SPACES, NEAR RESIDENCES, OR OTHER AREAS AS DETERMINED BY THE CITY ON MAINS 15-INCH DIAMETER AND LARGER. TBPELS ENGINEERING FIRM #312 A SOUTH POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION WATER: 1. PROVIDE THRUST RESTRAINT BY MEANS OF RESTRAINING JOINTS AT FITTINGS AND CONCRETE BLOCKING. WHEN SPECIFICALLY INDICATED ON THE DRAWINGS, PROVIDE THRUST RESTRAINT AT DESIGNATED JOINTS BEYOND THE FITTINGS. EACH METHOD SHALL BE CAPABLE OF THRUST RESTRAINT INDEPENDENT OF THE OTHER SYSTEM. THE CONTRACTOR SHALL REFER TO CITY STANDARD DETAILS FOR AREA REQUIRED TO INSTALL CONCRETE BLOCKING. 2. ALL DUCTILE IRON MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED TO PIPE USING RETAINER GLANDS 3. ALL WATER SERVICES SHALL BE INSTALLED ABOVE STORM SEWERS, EXCEPT WHERE SHOWN OTHERWISE IN THE DRAWINGS. 4. ELEVATION ADJUSTMENT AT CONNECTIONS MAY BE MADE WITH BENDS, OFFSETS, OR JOINT DEFLECTIONS. JOINT DEFLECTIONS SHALL NOT EXCEED FIFTY PERCENT (50%) OF MANUFACTURER'S RECOMMENDATIONS. 5. 12-INCH DIAMETER AND SMALLER WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 48-INCHES AND 16-INCH AND LARGER WATER MAINS SHALL BE INSTALLED A MINIMUM COVER OF 60- INCHES, MEASURED FROM TOP OF SURFACE (EXISTING AND PROPOSED) EXCEPT WHERE SHOWN OTHERWISE IN THESE PLANS. 6. VALVES SHALL BE INSTALLED WHERE DESIGNATED ON THESE PLANS IN ACCORDANCE AND SHOP DRAWINGS PROVIDED TO THE CITY INSPECTOR FOR REVIEW PER SECTION 33 12 20. VAULTS SHALL BE INSTALLED ON ALL MAINS 16-INCH DIAMETER AND LARGER PER SECTIONS 33 12 20, 33 05 16, AND 03 30 00. 7. FIRE HYDRANTS SHALL BE A MINIMUM OF 3 FT. BEHIND THE BACK OF CURB (MAXIMUM 9 FT.) AND IN LINE WITH THE PROPERTY/LOT LINES EXCEPT WHERE SHOWN OTHERWISE IN THESE PLANS. CONSTRUCTION AND SHOP DRAWING SUBMITTALS TO THE CITY INSPECTOR PER SECTION 33 12 40. B. CONTRACTOR SHALL PROVIDE A CLEANING PLAN AND DISINFECTION PLAN FOR 24-INCH AND LARGER WATER MAINS, PRIOR TO CONSTRUCTION IN ACCORDANCE WITH SECTION 33 04 40, PART 1.5, SUBMITTALS. INSERT CLEANING PIG IN WATER MAIN WHERE DIRECTED. CLEANING PIG SHALL BE PROVIDED BY CONTRACTOR IN ACCORDANCE WITH SECTION 33 04 40. FLUSHING IS ONLY PERMITTED WHEN SPECIALLY DESIGNATED IN THE DRAWINGS, AND THE CONTRACTOR SHALL PROVIDE THE PLAN SUBMITTALS TO THE CITY INSPECTOR, CITY PROJECT MANAGER, WATER FIELD OPERATIONS AND WATER ENGINEERING FOR REVIEW AT LEAST 1 WEEK PRIOR TO START OF CONSTRUCTION. 9. INSTALL CHLORINATION AND SAMPLING POINTS AT DESIGNATED LOCATIONS PER SECTION 33 04 40. 10. CORPORATION STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. CONSTRUCTION AND SHOP DRAWING SUBMITTALS PER SECTION 33 12 10. 11. ALL WATER MAINS CROSSING BELOW STORM SEWER LINES SHALL BE DUCTILE IRON PIPE PER SECTION 33 11 10 AND BACKFILLED WITH CLSM PER SECTION 03 34 13, UNLESS NOTED OTHERWISE. 12. CONTRACTOR SHALL PROVIDE PIPE SHOP DRAWINGS IN ACCORDANCE WITH THE SPECIFICATIONS. DETAILED PIPE SHOP DRAWINGS/LAY SCHEDULE WATER MAINS 16-INCH DIAMETER AND LARGER, SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN TEXAS FOR DUCTILE IRON PIPE, CONCRETE, AND STEEL PIPE ARE REQUIRED SUBMITTALS BEFORE START OF CONSTRUCTION. ELEVATION ADJUSTMENT AT CONNECTIONS MAY BE MADE WITH BENDS, OFFSETS, OR JOINT DEFLECTIONS (FOR EXAMPLE, PVC JOINT DEFLECTIONS NOT TO EXCEED 50 % OF THE MANUFACTURER'S RECOMMENDATIONS PER SECTION 33 11 12). REFERENCE DUCTILE IRON, CONCRETE, AND STEEL PIPE PER SECTIONS 33 11 10, 33 11 13, 33 11 14, FOR THE DEFLECTION REQUIREMENTS. PRIOR TO SCHEDULING THE PROJECT FINAL, THE CONTRACTOR SHALL PROVIDE REDLINES, CUT SHEETS, FINAL APPROVED PIPE SHOP DRAWINGS, ETC., PIPE REPORT AND SERVICE REPORT PER SECTIONS 01 77 19, 01 78 39, AND 33 01 31 TO THE CITY FOR REVIEW, REVISIONS, AND FINAL ACCEPTANCE. 13. ALL NON-STANDARD BENDS SHALL BE MADE BY USING THE CLOSEST STANDARD MJ FITTINGS OR FITTINGS WITH THE REQUIRED JOINT DEFLECTIONS. JOINT DEFLECTIONS AND ASSOCIATED SHOP DRAWING SUBMITTALS, SHALL BE IN ACCORDANCE WITH SECTIONS 33 11 10, 33 11 11, 33 11 13, AND 33 11 14. 14. ALL EXISTING 314-INCH WATER SERVICE LINES SHALL BE REPLACED WITH 1-INCH TYPE K COPPER SERVICE LINES (PER ASTM B88), WITH 1-INCH CORPORATION STOPS AND IF REQUIRED 1-INCH TAPPING SADDLE AND 1-INCH X 314-INCH REDUCER AT THE 314-INCH CURB STOP AS DIRECTED BY THE ENGINEER. SHOP DRAWINGS SHALL INDICATE FLARED COPPER TUBING WITH THREAD DIMENSIONS PER AWWA C800 AND SERVICE SADDLES SHALL BE DOUBLE STRAP PER SECTION 33 12 10. 15. IF AN EXISTING WATER METER IS REMOVED AND REPLACED IN A DIFFERENT LOCATION, THE PRIVATE SERVICE LINE BEHIND THE WATER METER MAY ALSO NEED TO BE RELOCATED. A LICENSED PLUMBER IS REQUIRED TO RELOCTE THE PRIVATE SERVICE. 16. ALL EXISTING WATER METERS SHALL BE RELOCATED 3 FT. BEHIND THE CURB OR AS SHOWN ON THE PLANS (SECTION 33 12 10). 17. THE CONTRACTOR SHALL INSTALL A 2-INCH TEMPORARY WATER SERVICE MAIN PER SECTION 33 04 30. LARGE DOMESTIC SERVICES (3-INCH AND LARGER) AND FIRE LINES SHALL REQUIRE A LARGER MAIN FOR TEMPORARY WATER SERVICE DURING CONSTRUCTION. 18. ALL PVC WATER MAINS 12-INCH DIAMETER AND SMALLER SHALL BE DR-14 PER SECTION 33 11 12. ALL DUCTILE IRON WATER MAINS SHALL BE POLY WRAPPED PER SECTION 33 11 10, 33 11 11. CATHODIC PROTECTION STUDY IS REQUIRED ON ALL PIPES OTHER THAN PVC. IN ACCORDANCE WITH THE RECOMMENDATIONS FROM THE CATHODIC PROTECTION STUDY, THE DRAWINGS AND SPECIFICATIONS FOR CATHODIC PROTECTION SHALL APPLY. 19. ALL WATER MAINS SHALL HAVE TEMPORARY PLUGS PER SECTIONS 33 04 40, 33 12 25 AND DETAIL AT THE END OF EACH WORK DAY. DEFLECT WATER MAINS AT JOINTS TO CLEAR CURB INLETS. MINIMUM HORIZONTAL SEPARATION FROM OUTER WALL OF MAIN TO OUTER WALL OF INLET SHALL BE 5 FEET. MINIMUM HORIZONTAL SEPARATION FROM OUTER WALL OF MAIN TO OUTER DIAMETER DRILLED SHAFTS, AND OUTER WALL OF HEADWALLS SHALL BE 10 FT. 20. UNLESS OTHERWISE NOTED ON THE PLANS, THE GATE VALVES SHALL BE INSTALLED TO LINE UP WITH THE PROPERTY/ROW LINE. 21. CONTRACTOR AND CITY INSPECTOR SHALL CONTACT WATER FIELD OPERATIONS PRIOR TO ALL ITEMS BEING REMOVED OR SALVAGED. CONTRACTOR SHALL PROVIDE THE DOCUMENTS TO THE CITY INSPECTOR FOR ALL ITEMS REMOVED AND SALVAGED TO WATER FIELD OPERATIONS WAREHOUSE. CONTACT WAREHOUSE SUPERVISOR AND DELIVER ALL SALVAGED MATERIALS TO THE WAREHOUSE LOCATED AT 1608 11TH AVE. FORT WORTH TX 76102. 22. INSTALL SURFACE UTILITY MARKERS AT ALL HORIZONTAL BENDS, TEST STATIONS, AND OTHER LOCATIONS SPECIFIED IN SECTION 33 05 26. SURFACE MARKERS WILL ONLY BE INSTALLED IN GREEN SPACE OUTSIDE OF PAVED AREAS. SOUTHEAST CONNECTOR PROJECT UTILITIES GENERAL NOTES - SEC-U-0520 File Name: SEC-S00-11-UT-33702.dgn Status: RFC Date: 09/04/2024 Sheet: 3OF19 OF °°°°°°°°°°°°0°0 RONALD G. KING 0°°°°°°oo 81073O°° < 4 %-TcEN S..-' oo 09/04/2024 F Texas Af © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN j Wj STATE CHECKED TEXAS PCD APPROVED CONTROL RGK 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33702 00 N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B c ni 0 r\ M M 0 0 U w 0 00 N 00 00 0 ro H 0 N I 0 U v c v 0 0 Ln U a) �o i a� v M U O MEPF- �F-- ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION SENT 3 (� PCM -' EMC 213 X = 2353211.24 Y = 6938140.28 O PCM Z = 623.41 W EMC 2A Y = 6937430.20 �� v Z=611.90 M 1 SEGMENT 5 DATE 09/04/2024 Z = 639.2E v � v PCMIIII!1111111i� 000813250-03 X = 2360059.35 Y = 6953763.45 Z = 590.99 z z w w Ln w U, Ln OWL BRENTWOOD STAIR RD PCM 000813250-01 v - nnnnc�A nw MEADOWBR CRAIG ST PCM 000813250-04 X = 2361149.9E Y = 6953719.9' Z = 588.02 PC 001 mm"X: o Z= PCM EMC 1 A RAMEY AVE X = 2360028.31 Y = 6946362.86 Z = 590.99 PCM ` ° HIGH AVE EMC 113 p X = 2360343.02 Y = 6946206.72 Z = 588.02 PCM 000813125-03 0°D ,x = ?�r,n4nl 7r, WILBARGER MEN MEN TBPELS ha�ff, SOUTHIr-APOINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION POINT NAME I GROUND NORTHING GROUND EASTING ELEVATION 000813250-01 6960804.625 2363855.544 633.610 000813250-02 6961394.838 2362920.060 639.276 000813250-03 6954597.905 2360342.554 590.986 000813250-04 6954597.905 2361433.302 588.022 000813125-03 6944416.533 2360685.012 558.174 000813125-04 6949388.975 2362754.296 572.529 EMC 1A 6947196.429 2360311.514 590.986 EMC 1B 6947040.263 2360626.258 588.022 EMC 2A 6938262.697 2353214.522 611.904 EMC 2B 6938972.855 2353493.626 623.412 EMC 3A 6928997.710 2358889.961 574.673 EMC 3B 6929702.274 2358578.305 566.912 SOUTHEAST CONNECTOR PROJECT UTILITIES OVERALL PROJECT MAP SURVEY CONTROL POINTS File Name: SEC-S00-11-UT-33703.dgn Status: RFC Date: 09/04/2024 Sheet: 4 OF 19 0 800 4000 SCALE IN FEET NOTES: 1. HORIZONTAL COORDINATES IN TABLE ARE SURFACE COORDINATES AND ARE REFERENCED TO STATE PLANE NAD83 (2011), TEXAS NORTH CENTRAL ZONE 4202 IN U.S. SURVEY FEET. 2. PROVIDED SURFACE ADJUSTMENT FACTOR OF 1.00012 USED TO ACHIEVE GROUND SURFACE COORDINATES. 3. VERTICAL COORDINATES IN TABLE ARE REFERENCED TO NAVD88 UTILIZING GEOID 12A IN U.S. SURVEY FEET. RONALD G. KING 0°°00°°°° 81073O°° 0 N A L oo 09/04/2024 F Texas Af © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN j Wj STATE CHECKED TEXAS PCD APPROVED CONTROL RGK 0008 Department of Transportation FEDERAL AID PROJECT NO. HIGHWAY NO. F-2022(675) 1-820 DISTRICT COUNTY SHEET NO. FT. WORTH TARRANT SECTION JOB S00-UT-33703 13 125, etc N 00 N ON d•Yi�Y/� a u uuu�e Y �Mm uu r. a im � � u u w� m �YdKu• i r. u� Y u.,.� wY lug DATE: 91412024 9:56:53 AM FILE: c:Iusers Iah52601appdataIlocallben tleylprojectwiseIworkingdirlkiewit-us-pw. ben tley.com_kiewit-us-pw-011d084828015EC-500-I1-UT-33704.dgn o z O 70 m r m D m 0 T 0 0 z U) C � p cn 0 m �o O � zo 0 � O N D o m fV C) O zrnz �rn rn rn � D C �rn� On V O �v z U) O C rn D O U) C� (J) mm C ` ' O rn z � >r �MM z —rn i U) C O 0 cn N O U) o o �U cn U) rt O T v c m n z Ui 0 n N o O 0 I--e W w 0 0- La 73 D n o 0 2 7� m 70 p G) n m Gl z mp 0 m 0 0 C) 0 m oT _ O X D m rn �� CD �0 r 00 O Q N co 7 O o w 0 O n T D Q = O D � N v F� D C o cNn z n o n O (D co z o U) O O � C) C - N O W O D C° O ° ° � ��- Pill l l IIIII� c �r ��IIII II pII11 1 II 11 II `✓ �l ° 1111111 � m� Ocn CAN y W �\ W W o co110 O N U) O � O r rn 'z rn rn y O O O X-28342 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B c �i 0 r\ M 0 0 w 0 00 N 00 00 0 ro 0 v I 0 U QJ C Q) c� v c 0 Ln U Q) 0 L Q a, c Q) M U O Q� Lr)� 0 N No NO. N Ln 0 zi- ~ J_ Q U_ ISSUE RECORD DESCRIPTION RELEASED FOR CONSTRUCTION DATE 09/04/2024 SEE COFW-PK12B -, , FOR ABANDONMENT I�� / /// // / / / //� % / %I-- f �� I J --r�- - J r �/ �/ / // / / / j]� —mil— H �� H � L� �hr SEE COFW-PK128 — ^ J l FOR ABANDONMENT / // / / / / // /// l / 1 r L _ ILL J I- I I NORMANDY ST y / /// _ SEE COFW-PK12B CUT &PLUG EXIST. _ I �fl III Ili _ — FOR ABANDONMENT II I I IL_�--- 8" CONC. SS AT I I < / / / / / j n f —'F STA 10+13.42 L-06177 r- �JI REMOVE & SALVAGE MH FRAME & COVER//v / / /// //// ���I \• I AT STA I 1 +00.00 L-06177 rJ — — / / / / l //// / MAIHA AVE RIM = 629.40 (APPROX.) �� III Ivy j✓/ / /���� // / / yell///� 1T �. i r ABANDON EXIST. MH PER NOTE 1 L — = 11 ,/ I�— 7 I III ��/� IF I _j� L _F J�1 II— L 1 I REMOVE & SALVAGE �I h�IIL- C////�% MH FRAME & COVER II �� IIL J _ _ 1{1 I �/ / / ] AT STA 15+08.40 L-06177 �`— L J`-- — _1I �_j_ RIM = 648.20 (APPROX.) L_ _ _ — ---- � // //// // ®/ I— 1 h _IF I L J 1 ABANDON EXIST. MH PER NOTE 1 I ✓ 7 I — F / / / CUT &PLUG EXIST. II Z / // /i j/ LAM8ETH AVE- - 6" CONC. SS AT I � L � � // / / ///j / % � � lr / // / r SS-3112 (UT-31020) STA 0+23.79 L-06223 I i �/ / ABANDON 87 LF EXIST. SS-3112 (UT-31066) I L — l�_ / / //// //�/ % 8" CONC. L-06177 WITH GROUT rJ ABANDON 69 LF EXIST. U/ //� // // % 6" CONC. L-06223 WITH GROUT 1 l //° SS-3112 (UT-31066) I / // ////' // / ABANDON 402 LF EXIST. III � / / � E�� O�K DR REMOVE & SALVAGE 6" CONC. L 06177 WITH GROUT _ -06223— =—t-06223 — X-05426 MH FRAME & COVER-05428�, -°— J` L-05428 _ AT STA 21+15.39 L-05428 jf_-054� //� %- /17 / V~j RIM = 655.10 (APPROX.) REMOVE EXIST. MH I L / REMOVE & SALVAGE I W I // MH FRAME & COVER ABANDON 80 LF AT STA 15+63.2 L-06177I V U — RIM = 650.00 (APPROX.) EXIST. SS SERVICE- I / , — — —L z I I — ABANDON EXIST. MH CUT & PLUG- I L 1 ' PER NOTE 1 /V l SEE COFW-PK13 EXIST. SS SERVICE rl SS-3112 (UT-31066) FOR ABANDONMENT I ABANDON 82 LF EXIST. / — , — — `— — — ��J % 6" CONC. L-05428 WITH GROUT _ 1 —uLF l Liu rl J ll,� Lj_ ll, L id E CL /// < L �JT C r I L] L SEE COFW PK10B FOR ABANDONMENTI Q—�r ��/� l /lll// /// / `/�/OODBI iVt �—-1T��� P 00 j J Jr o /ii y ti L cCaJ / / / / / L J / / 71 h F��J� /� L u / // I / / / // NLE� F F- L _�r // Ir �� GR GREENL�E D i1 I /I it �lar = L I / I/ �ll� r/ 4 �l OEM MEN TBPELS ha�ff, SOUTH"POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION File Name: SOUTHEAST CONNECTOR PROJECT Status: EC S00-11-UT-33705.dgn UTILITIES RFC Date: EXISTING SANITARY SEWER ABANDONMENT LAYOUT 09/04/2024 Sheet: 6 OF 19 0 80 400 SCALE IN FEET NOTES: 1. ALL MANHOLE FRAME AND COVERS SHALL BE REMOVED, SALVAGED, AND PROVIDED TO THE CITY. MANHOLE CONE SECTION SHALL BE REMOVED. MANHOLE SHALL BE FILLED WITH CLSM AFTER GROUT FILLING ABANDONED LINES. 2. CONTRACTOR AND CITY INSPECTOR TO CONTACT THE CITY'S WATER FIELD OPERATIONS PRIOR TO ALL ITEMS BEING REMOVED OR SALVAGED. 3. CONTRACTOR SHALL PROVIDE DOCUMENTS TO CITY INSPECTOR FOR ALL ITEMS REMOVED AND SALVAGED TO THE CITY'S FIELD WATER OPERATIONS WAREHOUSE. 4. CONTACT WAREHOUSE SUPERVISOR, JESUS RAMIREZ. AT (817) 392-5027 OR WATER SYSTEMS SUPERVISOR, MATTHEW DAVIS, AT (817) 944-8277. DELIVER ALL SALVAGED MATERIALS TO CITY OF FORT WORTH FIELD OPERATIONS LOCATED AT 1608 I1TH AVE. FORT WORTH, TX 76102. 5. ALL SALVAGED MATERIALS MUST BE DELIVERED TO CITY OF FORT WORTH FIELD OPERATIONS WITHIN 5 CALENDAR DAYS. 6. ALL EXISTING SEWER SERVICES MUST BE RECONNECTED TO THE RELOCATED SEWER LINES. WHERE APPROPRIATE, EXISTING SEWER SERVICE PIPE SHALL BE ABANDONED WITH GROUT. 7. CUT & PLUG EXISTING LINES PER DETAIL D007. OF T �� oaoo...............o Dp RONALD G. KING �o..oao.oao810730000aoo�� oP�oo� jcENS.�\��v®� ®s� ANAL A'L* �,�® ® �® 09/04/2024 F Texas Department of Transportation © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK I DRAWN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SHEET E T CHECKED TEXAS FT. WORTH TARRANT PCD CONTROL SECTION JOB S00-UT-33705 APPROVED RGK 0008 13 125, etc N 00 ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B O a 0 M M 0 0 U w Ln 0 0 N 00 d- 0 0 a ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION Cry//®// Z LAMBEM AVE- \ IL �� J r11 r11 IJ 1 rJ -_DLJ?-- 71 -- - - -- -1 I SEE COFW-PK13 rF- IL` II ---- _ _ �� ---- MEADOWBROOKDR X-0542s_ �_-�� -- ���— —r-- --------------------1--------- -- ---- -- i -- --�--- I I L-05428T I 1 _ I L1 Ir � � W I o ��1 - / / // // / / / I _ _I I U-j I I o 01 I 1 // % // / /�/ , -I I � I I I I I X�I 1 �ul�/ / `/ IV EXIST. SS MH AT I I -STA 15+63.20 L-06177 I I L-Q--- L �L>-�I MORRIS A E /i o / _ J I r� _j / I/ // SEXIST. SSMHAT IL IIf ------- - - - - - � I 1 2 -J f Dr- W,STA 21+15.3 L-05428 LAX moo / // //% ^-Ir I I • I I (� ` 1 Fj I � L r:7 �1 Jl I I � a SEE COFW-PK1081 L -r L ll n c cc I I y ti LUj u J l �QI� L I LJ / I � I� I I I L -L -I- I I I �I � III �llr�dh DATE 09/04/2024 .�11F-ITI�IIJ-Ilr� �r11��� = III Li H H ------------ /, I i r�l �LIIII ILI��IIIL SEE COFW PK128 _ I -I f L L r I� J vl� Lf r �I -_ --_ - - - - - - r-------------------• j' 1 J 1 4 I NO_R_MANDY ----- R------------ t ---� TT- I]--_; I� I `�1 Ifli �r Ll III r s _ SEE COFW-PK128 I° f ------ - - - - -- I I _ _ IF �11 II -I EXIST. SS MH AT ///�/�/ \ STA 08+52.00 L-06177J ��- -\ /� // / / ll ////// �1A�I I IiA A�/�� /// / / -7T.- �r�l II� ���/ ,/// / / L1J�1� -Ili L 1 11 f lL - - -I EXIST. SS MH AT I STA 11 +00.00 L-06177 III EXIST. SS MH AT -I STA 15+08.40 L-06177 0 n� X-06223 L-062�3 -,jL- - � zI � Ili/ f �� �// // /�//// �� J rj ~��-------- I L] t (0 r- --L---- - - - - -- L_1 I��I r 1 # li 11 / I - --- L- — — — — —— h i # 77/1 OEM MEN TBPELS halff SOUTH :POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION File Name: SOUTHEAST CONNECTOR PROJECT SEC-11-UT-33706.dgn Status: UTILITIES RFC Date: PROPOSED SANITARY SEWER SYSTEM LAYOUT 09/04/2024 Sheet: 7 OF 19 ®®� ooAxx OF T �� -01 °D .. °°° °0 RONALD G. KING 81073 O �� < P4p0 '% C E N s`�°���`�® ® �NAL �® 09/04/2024 Am*T Texas Af © 2024 DESIGNED FED.RD. RGK DIV.NO. I DRAWN 6 jWj CHECKED PCD APPROVED RGK STATE TEXAS CONTROL 0008 0 80 400 SCALE IN FEET Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33706 N M N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B c 0 r\ M M 0 0 U w 0 00 N 00 00 0 0 0 v I 0 U QJ C Q) O Q) L C L O Q) Ln U Q) �o i a, U U Q O O � N 4M' M _(3 O Q O � H � 0 N N Ln OQj Qj N Ln zi LEGEND FTW SEWER (PLAN VIEW) EXISTING SEWER (TO REMAIN) EXISTING SEWER (ABANDONED) EXISTING SEWER (TO ABANDON) EXISTING SEWER MANHOLE PROPOSED SEWER LINE PROPOSED SEWER CASING PIPE PROPOSED SEWER MANHOLE FTW SEWER (PROFILE VIEW) EXISTING GROUND FINISHED GRADE EXISTING SEWER LINE PROPOSED SEWER LINE CASING MANHOLE EXISTING UTILITY CROSSING* PROPOSED UTILITY CROSSING ---- FTW -----WW-D---- FTW WW X_ _x _C—X—FATw_ A—X—WW-)D—X—X— 3_ 0 FTW W W—PROP ------------------------ ///////////A *ACCURACY DESIGNATION IS INCLUDED IN THE EXISTING UTILITY CROSSING DESCRIPTION LABEL AS FOLLOWS: (A) - UTILITY LOCATION BASED ON SUE LVL A (B) - UTILITY LOCATION BASED ON SUE LVL B (R) - UTILITY LOCATION BASED ON RECORD DRAWINGS (U) - UTILITY LOCATION IS UNKNOWN ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 09/04/2024 OTHER UTILITIES* ELECTRIC — OVERHEAD ELECTRIC — OVERHEAD FIBER OPTIC — — OVERHEAD FIBER OPTIC/CTV OVERHEAD TELEPHONE FIBER OPTIC FIBER OPTIC — — FIBER OPTIC — FIBER OPTIC — — FIBER OPTIC FIBER OPTIC CTV TELEPHONE WATER WATER — WATER — WATER — WATER — — WASTEWATER — WASTEWATER — WASTEWATER — WASTEWATER - — WASTEWATER — — GAS — PIPELINE — — PIPELINE — PIPELINE — — PIPELINE — PIPELINE — PIPELINE — — — —ONC— — — — —E—D— — — ONCOR — — —ONC— — — ——OHE-D— ONCOR — — —MCI— — — — —TEL-AERIAL- VERIZON BUSINESS — — —SPE— — — — —TEL-AERIAL CHARTER/CHARTER — — —ATT— — — — —TEL-AERIAL ATT ---ATT -----FOC-D--- ATT — — —ZAY— — — ——FOC-D— ZAYO — — —MCI— — — ——FOC-D— VERIZON BUSINESS (FORMERLY MCI) — — —SPE— — — ——FOC-D— — - CHARTER — — —CTL— — — ——FOC-D— — - CENTURY LINK (FORMERLY LEVEL 3) — —CON— — — ——FOC-D— — - CONTERRA TELECOM TERVICE - — —SPE— — — — —CTV-D— — - CHARTER — — —ATT— — — — —TEL-D— ATT — — —FTW— — — — —WTR-D— CITY OF FORT WORTH — — —KEN— — — — —WTR-D— — - CITY OF KENNEDALE — — —ARL— — — — —WTR-D— — - CITY OF ARLINGTON — — —FOR— — — — —WTR-D— CITY OF FOREST HILL ---PVT -----WTR-D--- PRIVATE — — —FTW— — — — —WW-D— — — CITY OF FORT WORTH — — —KEN— — — — —WW-D— — CITY OF KENNEDALE — — —ARL— — — — —WW-D— — CITY OF ARLINGTON — — —FOR— — — — —WW-D— — — CITY OF FOREST HILL — — —PVT— — — — —W W-D— — — PR 1 VATE — — —ATM— — — — —GAS-D— — - ATMOS — — —BLU— — — — —PL-D— — — BLUE STONE NATURAL — — —COW— — — — —PL-D— — — COWTOWN (SUBSIDIARY OF CRESTWOOD) — — —ETR— — — — —PL-D— — — ENERGY TRANSFER — — —FHR— — — — —PL-D— — - FLINT HILLS — — —SUM— — — — —PL-D— — - SUMMIT MIDSTREAM (DFW MIDSTREAM) — — —WLM— — — — —PL-D— — — WILLIAMS *ONLY EXISTING SUE LVL D LINESTYLES SHOWN (AS GENERAL REPRESENTATION OF ALL UTILITY LINESTYLES) OTHER UTILITY STRUCTURES GATE VALVE N REDUCER 4 FIRE HYDRANT A WATER METER HANDHOLE 0 POWER POLE 0 e halff TBPELS ENGINEERING FIRM #312 A SOUTH POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION GENERAL EXISTING R.O. W. — — — PROPOSED R.O.W. — — - - — - - EXISTING PROPERTY LINE EXISTING EASEMENT - — — — — — — PROPOSED EASEMENT (PRELIMINARY) - - - - - - - - - - - - PROPOSED EASEMENT (FINAL) - - - - - - - - - - - - - FLOODPLAINBOUNDARY-------------- DRAINAGE EXISTING STORM PIPE/BOX(REMAIN)--------------------- EXISTING STORM PIPE/BOX (ABANDON)DC D(- X -)C DC X-X DC 17 X DC DC- PROPOSED STORM PIPE/BOX STORM CURB INLET STORM GRATE ❑® STORM HEADWALL --------------------- STORM DITCH = STONE RIPRAP CONCRETE RIPRAP 0 CIVIL CONCRETE BARRIER RETAINING WALL NOISE WALL TRAFFIC & LIGHTING (N.T.S.) TRAFFIC POLE LIGHT POLE HIGH -MAST LIGHTING BORED CONDUIT GROUND BOX ELECTRICAL SERVICE CONNECTION SIGNS LARGE SIGN SMALL SIGN SOUTHEAST CONNECTOR PROJECT UTILITIES LEGEND File Name: SEC-S00-11-UT-33707.dgn Status: RFC Date: 09/04/2024 Sheet: 8OF19 °°°°°°°°°°°°° RONALD G. KING 0°°°°°°°° 81073O°° TC E N S�°��4 0 N A L oo 09/04/2024 ;'F Texas Af © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN j Wj STATE CHECKED TEXAS PCD APPROVED CONTROL RGK 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33707 N co N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B Z 0 650 N M M 0 0 U W Ln 0 00 N 00 00 O ro O 0 v I 0 U v c v Q) c 0 v Ln U a) 4-1 i a� v U U Q O M � H Q O � 0 �o N Ln No NO. N Ln 0 d. ww Q U_ '. 8" WL-1118 :OFW-PK11A) — 0� -- 567+00----- X X �]lJt�J•Y,<la"` y: —�: �—�u�� y�/\Vx M��`J \� — —B-MM-- —— Mid ----B-MM-----M1�--- - STA 1+00.00 SS-31 — — — — — 121 ONO— NO _ Cl—A- BEGIN 8 SS-3112 CONNECT TO EXIST. 8" CONC. SS AT STA 10+11.43 (L-06177) INSTALL 4' DIA. SS MANHOLE WITH EPDXY LINER (WARREN OR CHESTERTON) AND CONCRETE COLLAR N=6958045.61 E=2361676.97 REPLACE CURB AND GUTTER PER D534 FLATSAT SRE/VT141000 LL C 2288 E L OOP 820 HARROD ADD/T101V BL OCKI, L OT IA — j l I I I I I I X I PROP. 12" WL-1115 (COFW-PK11A) 1-820 SB -- STA 3+32.02 SS-3112 CONNECT TO SS SERVICE -- 3 LF 4" PUB SS PVC PROP. 12" WL-1121 N=6957850.59 (COFW-PKI1A) E=2361557.44 LL 566+00 FRONTAGE RD 565+00 564+00 O °y 01 O °y wl TW --- A� _ ww, , qW—PLOP \ \ � PROP. PERM. \ L VARIABLE WIDTH r�\��� COFW SEWER EASEMENT 17, REPLACE DRIVEWAY PER D528 I \ \ / STA 1 +16.71 SS-3112 INSTALL 4' DIA. SS MANHOLE WITH EPDXY LINER (WARREN OR CHESTERTON) AND CONCRETE COLLAR N=6958039.01 E=2361661.62 --- - - - - -- --- --= - - - O \ O LF --- --- - Igo LB ml -7-- - _ 7- ) + -- — :.ink I — — Nil) � 0 � �WW PROF �TW WWI PF7� RL a f�f a WSJ-1�P a� I�TI PI10�' �TW (!� — — — o a - - � — fi — W 00 - ail PROPryi. 8" SS-3112 11.74 �; ° J STA 3+32.02 3.27 RT SS 3112 U STA 3+32.02 15.44' RT SS-3112 �� � INSTALL: 1-STD. CLEANOUT �� I INSTALL: 1-STD. CLEANOUT END PUBLIC, BEGIN PRIVATE INGRESS/ Q - — EXIST. CONNECT TO EXIST. PRIVATE SS SERVICE �, Wd 12 LF 4 PVT SS SVC � N=6957858.07 � � SADLER/AMESM 0 N=6957852.17 EGRESS E-2361543.9 EASEMENTS '-EXIST. i' UTILITY =ASEMENTS 2238 E L OOP 820 SARRO/V & STOYADD/T/ON SLOCKIR, LOTIA E-2361554.58 I I I > 650 25 LF TRENCH REPAIR 317 LF TRENCH REPAIR PER DETAIL C PER DETAIL A 13 LF TRENCH REPAIR INSTALL TRENCH 645 PER DETAIL A WATER STOP D-006 645 --------- --------EXIST. GAS SERVICE (B)--------- ,----------------- (TO BE ABANDONED) PROP. GAS SERVICE PROP. WATER SERVICE EXIST. WATER SERVICE (U) 640 - (TO BE ABANDONED) --- 640 ---------- EXIST. GAS SERVICE (B)--- _ 6-EXIST. WATER SERVICES (TO BE ABANDONED) (TO BE ABANDONED) 6-PROP. WATER SERVICES PROP. GAS SERVICE 635 INSTALL TRENCH _ y ---------------- ------- 635 - - --- --- ----------------_ -----'----------------------------------------,-----------------------------------------'-----------------------------------------�,---- WATER STOP D-006---------- -- - ___._ -- _�------ N _ — FINISHED GRADE - 3.85' o EXIST. GROUND "" (2' MIN) INSTALL TRENCH 2-EXIST. 4" FIBER OPTIC (B) _- 2.17' 2.15' _ 630 WATER STOP D-006 (TO BE ABANDONED) _ — _ _ — - -- 1-- LF------------------------------------------------------------- - — - - - )------------- — ---------------------------------------------------------- _ (2' MIN)630 8" SDR 26 PVC SS — ----- 2.13' (TYP. _ _ (2' MIN) @ 3.55 % EXIST. 6" CONC. 5.87' _ INSTALL TRENCH - — SEWER (L-06177) (3.5' MIN) WATER STOP D-006 ��-Y EXIST. 8" CONC. (APPROX. 11' LT) "--------- — SEWER (L-06177)- 625 _ _ z (APPROX. 11' LT) _ — — — — — — 625 _---- 333 LF _ 8" C900 DR 25 PVC SS 1.27'---@3.80% (SEE NOTE 2) — _ _ — — — 2.01' PROP. 6" FH LEAD 620 620 - - - — — (2' MIN) EXIST. _--- ___- �- �-�------------------------- I � (COFW-PK ------------------------------------------ @° 3.50 /o - - - 8" CONC. SS = (SEE NOTE 1) W - j N O O N W L1 Ln �t ct N CO �l ct 0� �� ti Z cc �-I N M ti � W rn a� 00 MN �WO�Q �� n�jtn cc cc�Q 00 M MlnaO 16 N 615 r j� —� '~ Ln Q Z J N N N N N M ry) - --------- ,� =zQJ �� Ln 2�0J �D �nLn 615 -------------- �rr) QQI—WzOd II �QI—`��O tn�n o O _—� U II ,�--ococU`n II II II II NO II II II LL, �tWQ I— ��,LUZ I � - - N�- oo0Vo0J—��WW<paoop "IJJJWW1N000c0 co co MUD 00 00 + W JO I-_ CC +JOB z +W QUz��zwWz�c_n0 Qcnz0Uz�00 O O Qz0 O O I—Ljj0><20_�Q: I—ZQCLCc —cc Cc CC CC I—OCC z z 610 LnMUW_�JUUocWCL Un_�wOVoc0-a a CL unUCL CL CL 610 ------------ 0+00 1 +00 2+00 3+00 4+00 4+50 ISSUE RECORD ;■: halff SOUTHEAST CONNECTOR PROJECT File Name: DESCRIPTION DATE NEED PSEC-S00-11-UT-33708.dgn RELEASED FOR CONSTRUCTION 09/04/2024 I TBPELS ENGINEERING FIRM #312 S S C Status: RELEASE FOR UTI LITI ES RFC SOUTHAPOINT Date: CONSTRUCTION SANITARY SEWER RELOCATION 3112 09/04/2024 CONSTRUCTORS PLAN AND PROFILE STA 1+00.00TO STA 4+50.00 5heet:9OF19 \ SS-3112 H 0 20 40 VO 4 8 SCALE IN FEET NOTES: 1. WHERE THE PROPOSED WASTEWATER LINE CROSSES THE PROPOSED WATER LINE, THE SEGMENT OF WASTEWATER PIPE SHALL BE CENTERED SUCH THAT THE JOINTS OF THE WASTEWATER PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER OF THE WATER LINE. 2. USE GREEN COLORING FOR IN GROUND IDENTIFICATION AS SANITARY PIPE. WARNING EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIONAL NOTE ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. OF T �� -01��° °°°°°°°°°°° ° ° ° ° °RONALD G. KING° ° ° ° 81073 P4p�X, TC E N S ..-* �® p, S,° *"° Ik ® ONAL �® �o 09/04/2024 F Texas Department of Transportation © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. R DRAWNN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SHEET E T CHECKED TEXAS FT. WORTH TARRANT PCD I CONTROL SECTION JOB S00-UT-33708 APPROVED RGK 0008 13 125, etc N 00 N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B IF l,' V�\ \ - STA 6+07.39 SS-3112 INSTALL 4' DIA. SS MANHOLE WITH EPDXY LINER (WARREN OR CHESTERTON) AND CONCRETE COLLAR SEE NOTE 4 N=6957618.04 E-2361415 51 Q 0ti qll \ pII \ g I II all \ qll pll \ All II o �\ \ O n \ \ \ PROP. 12" WL-1121 - " p (SEE COFW-PK11A) 1-820 SB \ a 0 593+00 592+00 FRONTAGE RD \ °591+00 O— — — — - — - — - — - — - — - — - — - — - — - — - — - — - — - ' — \ — - — - — - — - — - — - — - — - — �ll �/ O PROP. 8" SS-31121 X-06177 _ + - _�.r� ice.,, �1---- --- L-06177 ----- ----- --- I - - - — - I — - - — - - — - - — - - - �}� - - — - - - - — - - - - — - - - - - dS ( Wl�'' - - - JO�Jd= J - -�-- � W - r - - - FTW -(�1001,�--PROII'�TW ° W"W-PROF LJJ -° _�, J Q) ti \ Xis STA 5+84.39 SS-3112 UINSTALL 4' DIA. SS MANHOLE Q WITH EPDXY LINER (WARREN -04 < OR CHESTERTON) AND CONCRETE COLLAR SEE NOTE 4 N=6957629.73 E=2361435.32 STA 6+50.91 SS-3112 U/CTROWSTORESLP'� INSTALL 4' DIA. SS MANHOLE 2250ELOOP 820 " V� 0 WITH EPDXY LINER (WARREN NCDO/I/ALD 920 SUBD/U/S/ON OR CHESTERTON) AND BLOCKI, LOTIR CONCRETE COLLAR CONNECT TO EXIST. 6" CONC. SS AT STA 0+68.74 (L-06223) N=6957616.00 E=2361372.04 00 665 -S\ NII a O llaaa V II as Oil as a° Y° '\ A: • \\ ll Qom\ \ yr n II ``�al `\ V \ TEMPORARY STORM DRAIN TO BE HANDLED BY SPC 1a \\ \ 590+OU - ---------------- - - - - -- ----_� \-------------- - - - - -- ------ 559+00) n -Sdn/' Lav— IUad-S - - z - - 0) STA 7+20.24 SS-3112 �' \ ' I INSTALL 4' DIA. SS MANHOLE TACO BELL OFAMER/CA /NC \ \ WITH HYDRAULIC SLIDE AND ��/ 6162/MEAD0W,5R001,I \ \ EPDXY LINER (WARREN Q ' !� HI/7TIN67TON, ND \ \ O S i OR CHESTERTON) / SUBD/U/SO/1LOT10RIA \ \ a Q j CONNECT TO EXIST. 6" SS / STA 7+96.02 SS-3112 \ \\ a as �� CP + AT STA 21 +14.93 (L-05428) ,INSTALL / \ a ANHOLE N=6957560.61 Q WITH EPDXY LINER N R�WARREN \ \ E=2361330.33 l OR CHESTERTON AND \ \ \ \ CONCRETE COLLAR \ \ I I � I I ` I I \ I I � •I\ I v \ O -,A SEE NOTE 1 \ END 8" SS-3112 CONNECT TO EXIST. SS SEI N=6957500.07 E=2361284.75 Ni-- 665 M 178 LF TRENCH REPAIR 20 LF TRENCH REPAIR 20 LF TRENCH REPAIR 109 LF TRENCH REPAIR PER DETAIL A PER DETAIL F �� PER DETAIL F PER DETAIL A 0-F-9 ►�� �� �� ,.I PROP. WATER SERVICE 23 LF TRENCH REPAIR INSTALL TRENCH (COFW-PK11A) PER DETAIL A WATER STOP D-006 EXIST. GROUND/ _ o INSTALL TRENCH _ Ln 660 (TO BE A' GAS (A) EXIST. 18" STORM (U) - 660 ------------ FINISHED GRADE ,-- 6---- ------ PROP. WATER - U - BANDONED) (TO BE ABANDONED) - WATER STOP D- — SERVICE ---------' w EXIST. 6" CONC. (TEMPORARY STORM DRAIN _--------- SEWER (R) (L-06223) (COFW-PKI IA) EXIST. IT.181 TO BE HANDLED BY SPC) _ _ _ _ _ _ _ 00 (TO BE ABANDONED) PROP. 6 STORM (U) �r EXIST. 6 FIRE SERVICE (U) FIRE SERVICE (TO BE r 00 (COFW-PK11 A) ABANDONED) (TO BE ABANDONED) -------------- ,y- // - - - 655- - - - (SEE NOTE 3) 655 -----------------------------'�,--------------- -- EXIST. WATER SERVICE (U) ___ _ INSTALL TRENCH----------------------'�,---------------------------------------- o (TO BE ABANDONED) _ _ _ ----- WATER STOP D-006 Q INSTALL TRENCH _ - PROP. 12" WATER STOP D-006 WL-1121 (COFW-PK11A)76 LF - --" (SEE NOTE 3) ,, 8" SDR 26 PVC SS --- -- == =- ///// urli EXIS d q a, 650 FINISHED GRADE T. 12 @ 2.13 % 650 ------------------------------------ 1--- -------WATER (A) ---------------------- �I EXIST. GROUND �I (TO BE / z ABAN'D) 2.01 (2' MIN) o / (2' MIN) EXIST. WATER z z z 3.58' � 1 N °-�' SERVICE (U) � lei `V/ v (TO BE ABANDONED) N 645 _ r 645 -------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------ Co N o o � �69 LF 8" 06 06 -I y � r� PROP. 24" STORM - 8.75' - - - - - - _ �C900 DR 25 PVC PROP. 8" GAS - ------ - - EXIST. 6" CONC. - - - / SS @ 8.40 SEWER (R) (L-06177) (SEE NOTE 2) (APPROX. 12' LT) 44 LF 640--------- 8" C900 DR 640 25PVC SS @ 8.40% o 9 (SEE NOTE 2) �23 LF 8" SDR 26 PVC 635 , - / / @ 0 % w 635 - - v _-------------------------, ------------------------------------ � - �� 134 LF - -------------- p —1 LLU �► —J W J LZLI J J cc 8 C900 DR 25 PVC SS ° Occ Occ OQ O (SEE NOTE 2) 02oc zO =°C zO Zz ZZO = cn ZZO _ oc� O �t �! NQ�O �� NQ�O �� N'< o dlalal d rN-I o 00�� 00 . Z H Z Z a1 O H J O ^i —� N c �� Q� rneo �� Q� out �� QZ� orn ��tnCC CC - out O� ry.� (n oC Q f\ M Ln a -� Q c 1 01 rr) Un --, Q ` n N �1 N rr) Ln -� to O 00 00 rr� (n a U Un O M rn LnwZJ MM L/) �M �nwZJ d �t�t d I to ��� cn Ln 630 0 �o _O� oo (n z_OJ (.0k.0 �n z_O X �o cn - O> o �' k 630 LU -- M II II �QJ�O-----�,---�QJ�O �QJ�O II II �Q��'I-W,y II II II �QJWW -I� II cn Z J o o _ _ � o o cn Z W N o------------ v rn r'1 II II rr) II II N II II Q O -J J f'1�� W��JJ M��WCC U -J-J dl �WUO -JJ N QW WO JJ NO O'�I� J U- LL W LLLL - %C WLnaw - k W NU-LLLL w �� �wLLLL ><U ' coLL r-I - - �rlIzT0 l-�_ _ r;�r01- -L` _ _ o"rOc~i�l-I-�_ _ _ - o�rOz�l-�- - - od Ozl-LiIc�°�°- rN ( co mJaWw100000 O-laWw100000 Lr1JaInwUo<o0000 �C N-1%'JWUlo�0000 �-1a U~ +JLLJ z +JLLJ a +—IW zw +J2 W +JWOWO= ono Q LnQ=VU II �� oQ=VU II �� oQ=VUz II 1-�Q C �Q2XUZ II 1-0, , I�Q:z (10 II o 0 O Qv�il- zg00 Q�F- z�00 Q(n ;2! ;2! O Qc~nl-O z�-00 Qc�1-OzLLrp�O o: oc-ocO_occc 1- -ocO_ococ I_ -ocOO_Xococ I_ -aZO_kococ I- -ZOwZ_oc ---625 a c�z�OUCCaa Ul) Uocaa Lnz�ODUocLuaa a �nz�w0Uccwaa cnZ�QUcnLUCCa 625 ------------ rN 4+50 5+00 6+00 7+00 8+00 9+00 Ln ■ File Name: d ISSUE RECORD ■■■ haLff SOUTH EAST CONNECTOR PRO ECT SEC-S00-11-UT-33709.dgn o N0. DESCRIPTION DATE ■NEED P N Ln 0 RELEASED FOR CONSTRUCTION 09/04/2024 I TBPELS ENGINEERING FIRM #312 S S C Status: zi- RELEASE FOR UTI LITI ES Date: SOUTHAPOINT Q j i CONSTRUCTION SANITARY SEWER RELOCATION 3112 09e04/2024 Q LL CONSTRUCTORS PLAN AND PROFILE STA 4+50.00 TO STA 7+96.02 10 OF 19 SS-3112 H 0 20 40 VO 4 8 SCALE IN FEET NOTES: 1. WHERE SEWER MANHOLES ARE LOCATED AT THE EGDE OF THE SHARED USE PATH (SUP), REFER TO DETAIL D012 FOR THE PORTION OF THE FRAME AND COVER WITHIN CONCRETE AND REFER TO THE CONCRETE COLLAR DETAIL ON D010 FOR THE PORTION OF THE FRAME AND COVER IN UNIMPROVED AREAS. CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR REVIEW PRIOR TO INSTALLATION. 2. USE GREEN COLORING FOR IN GROUND IDENTIFICATION AS SANITARY PIPE. 3. WHERE THE PROPOSED WASTEWATER LINE CROSSES THE PROPOSED WATER LINE, THE SEGMENT OF WASTEWATER PIPE SHALL BE CENTERED SUCH THAT THE JOINTS OF THE WASTEWATER PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER OF THE WATER LINE. 4. FOR THE MANHOLES AT STA 5+84.39 AND STA 6+07.39, USE DETAIL D208 FOR PROPOSED MANHOLE. USE DETAIL D012 FOR THE CONCRETE AROUND THE RIM. RIM IS 6" ABOVE FINISHED GRADE PER PROFILE. WARNING EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIONAL NOTE ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. OF T �� -01 RONALD G. KING 81073 P4p0 T C E N Q��`�® I® ® ANAL 09/04/2024 F' Texas Department of Transportation © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. R DRAWNN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SHEET E T CHECKED TEXAS FT. WORTH TARRANT PCD I CONTROL SECTION JOB S00-UT-33709 APPROVED RGK 0008 13 125, etc N 00 ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B c 0 r\ M O O i U LV O 00 N 00 00 O ro O 0 v I 0 U QJ c v a 0 a) c 0 v Ln U a) .o a� c v U U Q O ~ J oU_ ACCEPTABLE BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 33 05 10 6" MIN. AND 12" MAX. INITIAL BACKFILL \ 6" MIN. AND 12" MAX. BEDDING DETAIL A SURFACE RESTORATION BY OTHERS + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 95% COMPACTION + + + + + 2% TO +5% OF OPTIMUM + - + + + + + MOISTURE CONTENT ' + + + + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + FINAL BACKFILL - < 15' UNDER PAVEMENT ALL DEPTHS FOR NON PAVED AREAS TRENCH GEOTEXTILE FABRIC CRUSHED ROCK PER SECTION 33 05 10 12" MIN, TRENCH WALL CLEARANCE (TYP.) SANITARY SEWER TRENCH REPAIR (UP TO 1511) ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION NOT TO SCALE DATE 09/04/2024 MEN .. TBPELS ha�ff, SOUTH"POINT CONSTRUCTORS CLSM IN ACCORDANCE WITH SECTION 03 34 13, BACKFILL IN ACCORDANCE WITH SECTION 33 05 10 6" MIN. AND 12" MAX. INITIAL 13ACKFILL 6" MIN. AND 12" MAX. BEDDING DETAIL B SURFACE RESTORATION BY OTHERS i� lip -0000000000000000 - 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 17 - - 0000000000000000 �000000000000000�-- 0000000000000000 - �000000000000000`= -o17o17o00000000000 7 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 - _17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -�000000000000000� �17o17o170000000000 - FINAL -V V V V V V 000000000`= BACKFILL -000000000000000o VARIES 7 17 17 V 17 V 17 V 17 V 17 V 17 V 17 V - -o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -7 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -_ 7 0 0 717 - -o -7 0 7 0 7 0 7 0 7 0 7 0 7 0 7 0 0 0 0 0 0 0 0 0 0 0 0 � 0 0 V - -o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - -7 n O n O n 0 _77 77 7 0 7 0 7 0 '� 0 0 0 0 0 0 0 0 0 0 - _7 0 0 0 0 0 0 - -000 000 7 0 0 0 0 _7 17 00 - -7 0 0 7 00 �P� oo - -7 17�P�O�P C - CLSM EMBEDMENT IN -_17 o 0 o ACCORDANCE WITH SECTION 03 34 13 0 0 0 0 0 0 0 ' 0 '7 0 '7 0 — 0 0 0 7' o -o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I -7 7 0 7 0 7 0 7 0 7 0 7 0 7 7 7 T I I I I I I I I I I I I I I I I I I I - I 12" MIN, TRENCH WALL CLEARANCE (TYP.) SANITARY SEWER CLSM TRENCH REPAIR FOR STORM CROSSINGS NOT TO SCALE NEEDS SPC RELEASE FOR CONSTRUCTION SOUTHEAST CONNECTOR UTILITIES DETAILS TRENCH REPAIR A & B PROJECT File Name: SEC-S00-11-UT-33710.dgn Status: RFC Date: 09/04/2024 Sheet: 11 OF 19 O F T �� ° °°°°°°°°°°°°°° RONALD G. KING ° ° ° 0 a°°°°°°°°°°°°°°°°°°°°°°°°° DD 81073 O C E N s°. ®s/° ® ANAL �® �o 09/04/2024 ;'F Texas Department of Transportation AF © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK I DRAWN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY E T SHEET CHECKED TEXAS FT. WORTH TARRANT PCD CONTROL SECTION JOB S00-UT-33710 APPROVED RGK 0008 13 125, etc N co N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B c ^i r\ M M 0 0 w 0 00 N 00 00 0 ro 0 v I 0 U QJ C a a) c 0 Ln U a) �o a� c v U U Q O 00 M N Q o � 0 N N Ln oQj Qj N Ln z �w oU_ DETAIL C FULL DEPTH SAWCUT (TYP.) ASPHALT TO BE PLACED IN TWO U FTS EXISTING TREATED — -- EXISTING SUBGRADE (IF ANY) � TRENCH REPAIR LIMITS HMAC CONCRETE BASE MATERIAL PAVEMENT FOR TRENCH REPAIR PER / TACK COAT SECTION 03 34 16 / \\\��\��� 92' H r r r r r r r rr rrr rrr rr rr, ag - ° • ° �° ° . . rr rrr rrr rrr rrr rrrrrrr r r r r a r r r r r r r r r r r r 8,r w PROVIDE DENSITY AND _12 + + + + + + + + + + + + _ 1'' THICKNESS TESTING = + + + + + + + + + + + + - PER SECTION 32 12 16 + + + + + + + + + + + + PART 3.6 + + + + + + + + + + + + - J UNDISTURBED + + + + + + + + + + + _+ + + + + + + + + + + + SUBGRADE + + + + + + + + + + + + FINAL BACKFILL + + + 95% COMPACTION + + + - < 15' UNDER PAVEMENT + + 2% TO +5% OF OPTIMUM + - ALL DEPTHS FOR + + + + + ' MOISTURE CONTENT ' + + j NON PAVED AREAS + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + ACCEPTABLE + + + + + + + + + + + + BACKFILL MATERIAL + + + + + + + + + + + + IN ACCORDANCE WITH _ + + + + + + + + + + + J SECTION 33 05 10 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + M - -+ + + + + + + + + + + + -1 6" MIN. AND 12" MAX. INITIAL BACKFILL 6" MIN. AND 12" MAX. BEDDING TRENCH GEOTEXTILE FABRIC CRUSHED ROCK PER SECTION 33 05 10 12" MIN, TRENCH WALL CLEARANCE (TYP.) SANITARY SEWER TRENCH REPAIR UNDER ASPHALT ROAD (UP TO 1511) ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION NOT TO SCALE DATE 09/04/2024 MEN .. TBPELS ha�ff, SOUTH"POINT CONSTRUCTORS DETAIL D TRENCH REPAIR LIMITS _ FULL DEPTH SAWCUT CONSTRUCTION JOINT WITH (TYP.) SILICONE JOINT SEALANT JOINTING SHALL MATCH SEE NOTE #4 PER 32 13 13-D518 (TYP.) CLASS 'H' CONCRETE — EXISTING LOCATIONS EXISTING PAVING PER SECTION 32 AND TYPES AS CONCRETE EXISTING TREATED 13 13 OR 'HES' E CLOSELY AS POSSIBLE SUBGRADE (IF ANY) DESIGNATED ON DRAWINGS PAVEMENT / SEE NOTE #2 / 3.0" -MIN. 'EE °OTE. ° r r r r . SN rrr �r rrr rrr' � a° .a `a °' .. ° . s y" : ° • • " ° r rrr rrr rrr rrr rrr 1 + + + + + + + + + + + + _1 STRENGTH AND + + + + + + + + + + + + THICKNESS TESTING + + + + + + + + + + + + - UNDISTURBED SHALL BE PERFORMED _ SUBGRADE PER SECTION 32 13 13 + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + - FINAL BACKFILL + + + + + + + + + + 95% COMPACTION + + + - < 15' UNDER PAVEMENT + + 2% TO +5% OF OPTIMUM + ALL DEPTHS FOR + + + + + MOISTURE CONTENT ' + ' + + NON PAVED AREAS + + + + + + + + + + + + + + + + + + + + + + + + ACCEPTABLE + + + + + + + + + + + + BACKFILL MATERIAL + + + + + + + + + + + + IN ACCORDANCE WITH _ + + + + + + + + + + + + - SECTION 33 05 10 + + + + + + + + + + + + + + + + + + + + + + + + -+ + + + + + + + + + + + + + + + + + + + + + + + 6" MIN. AND 12" MAX INITIAL BACKFILL 6" MIN. AND 12" MAX. BEDDING I I I I I I I I I I I I I I I I I �- TRENCH GEOTEXTILE FABRIC SECTI OND 330CK 05 10 R 12" MIN, TRENCH WALL CLEARANCE (TYP.) SANITARY SEWER TRENCH REPAIR UNDER CONCRETE ROAD (UP TO 1511) NOT TO SCALE NOTES: 1. FLOWABLE FILL IS REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS, AND OPTIONAL IN OTHER AREAS, BACKFILL SHALL MEET STANDARD SPECIFICATION 33 05 10. 2, FOR RESIDENTIAL STREET USE #4 BARS AT 18" O.C.E.W, AND 12" O.C.E.W. FOR ARTERIALS AND INDUSTRIAL STREETS. 3. REINFORCED CONCRETE PAVEMENT SHALL BE REPLACED TO A MINIMUM DEPTH OF 9" FOR RESIDENTIAL STREETS OR 11" FOR ARTERIAL AND INDUSTRIAL STREETS. 4. FOR RESIDENTIAL STREETS, USE #4X18" PREFORMED BARS, DOWEL AND EPDXYED A MIN 6" INTO EXISTING PAVEMENT AT 18" O.C. (TYP), AND 12" O.C. FOR ARTERIAL AND INDUSTRIAL STREETS. 5, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT WORTH STANDARD SPECIFICATIONS. File NEEDS SPC SOUTHEAST CONNECTOR PROJECT SEC-Ui33,11ds^ RELEASE FOR UTILITIESRFC oeTai�s 09/04/2024 CONSTRUCTION TRENCH REPAIR C & D 12 of 19 OF T �� ...................... °0 RONALD G. KING a°°°°°°°°°°°°°°°°°°°°°°°°° Do 81073 P4p<) < � F° TC E N s`�°���`�® ® 0 N A L �® �o 09/04/2024 F Texas Department of Transportation Af © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK I DRAWN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY E T SHEET CHECKED TEXAS FT. WORTH TARRANT PCD I CONTROL SECTION JOB S00-UT-33711 APPROVED RGK 0008 13 125, etc N co N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B c ACCEPTABLE BACKFILL MATERIAL M IN ACCORDANCE WITH ry' SECTION 33 05 10 0 0 U U �\ 00 2" MIN. N00 \ 00 0 ro 0 a 0 v I 0 U aJ � c Q) 2" MIN. a� c 0 v Ln U a� .o a� c ai U U Q O a'' N Q O � H � 0 N Ln d ISSUE RECORD o NO. DESCRIPTION N Ln 0 RELEASED FOR CONSTRUCTION ~ J oU_ DETAIL E SURFACE RESTORATION BY OTHERS + + + + + + + + + + + + + + + + + + + + + + + + _ + + + + + + + + + + + + + + + FINAL BACKFILL - + + + 95% COMPACTION + + + - < 15' UNDER PAVEMENT + + 2% TO +5% OF OPTIMUM + - ALL DEPTHS FOR 2 + + + + + MOISTURE CONTENT ' + ' + + NON PAVED AREAS + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + JF -+ + + + + + + + + + + + C O O� TRENCH GEOTEXTILE FABRIC SANITARY SEWER SERVICE TRENCH REPAIR NOT TO SCALE DATE 09/04/2024 CRUSHED ROCK PER SECTION 33 05 10 MEN . . TBPELS ha�ff, SOUTH"POINT CONSTRUCTORS DETAIL F SURFACE RESTORATION BY OTHERS - + + + + + + + + + + + + + + + + + + + + + + + + -+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - - + + + + + + + + + + + + - FINAL BACKFILL - + + + 95% COMPACTION + + + - < 15' UNDER PAVEMENT + + 2% TO +5% OF OPTIMUM + -_ ALL DEPTHS FOR +1 .1 " + + + ' MOISTURE CONTENT ' + ' + + NON PAVED AREAS + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ACCEPTABLE + + + + + + + + + + + + BACKFILL MATERIAL + + + + + + + + + + + + IN ACCORDANCE WITH _ + + + + + + + + + + + + - SECTION 33 05 10 + + + + + + + + + + + + + + + + + + + + + + + + -+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -+ + + + + + + + + + + + MIN AND 6 12„ MAX �0000 000000000000 - INITIAL BACKFILL-U�U�U� O 00000 0000 000 - _000 000 00 00 - O O - CSS EMBEDMENT IN -0 0 � 00 TCEQ REQUIREMENTS: ACCORDANCE WITH 0 ��P 0 - - 18' MIN SEGMENT OF SECTION 33 05 10 _O 0 �Q ��P O O - NEW SEWER PIPE j O O CENTERED ON WATER PIPE 0 - - EXTEND 12" BEYOND NEW SEWER PIPE JOINTS, -0000 0000 EACH END - 10% CEMENT MIXTURE, 6 MIN. AND 0000000000000000 - BASED ON LOOSE DRY 12" MAX. BEDDING -- O- O O O O O O O _ WEIGHT VOLUME I I I I I I I I I I I I I I I I I I I I I NEEDS SPC RELEASE FOR CONSTRUCTION 12" MIN, TRENCH WALL CLEARANCE (TYP.) SANITARY SEWER TRENCH REPAIR AT WATER CROSSING NOT TO SCALE SOUTHEAST CONNECTOR UTILITIES DETAILS TRENCH REPAIR E & F PROJECT File Name: SEC-S00-11-UT-33712.dgn Status: RFC Date: 09/04/2024 Sheet: 13 OF 19 O F T �� ° °°°°°°°°°° RONALD G. KING ° ° ° 0 a°°°°°°°°°°°°°°°°°°°°°°°°° DD 81073 <) C E N s`�°2\�`�® si° ® ANAL �® �o 09/04/2024 ;'F Texas Department of Transportation AF 0 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK I DRAWN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY E T SHEET CHECKED TEXAS FT. WORTH TARRANT PCD CONTROL SECTION JOB S00-UT-33712 APPROVED RGK 0008 13 125, etc N co N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B z a M H M M H O 0 U W un O 00 N 00 d' 00 O a 2' MIN. rEXISTING GROUND + + +' + + + + + + 4 + + + + + + + + + + + + + + + + 4 t+++++++ t t t t t t t t t t + + + t t t t + + + + + + + + + + + + + + + + + + + + + + + + + Y t t t +1 ++ t t. +. t t+ t t t t +++++ vvvvvvvvvv ++++++ CLSM PER SECTION 03 34 13 t + + + + + + + + + + + BACKFILL PER SECTION 33 05 10 ++++++++++v v vvvvvvv vvvvvv +t+t+t+t+t+t+t+ + + + ,vvvvvvvvvv+ + + + + + + + + + + + + + + + + + + + + vvvvvvvvvv + + + + + + + + + +►vvvvvvvvvv + + + + + + + +++ ❑vvvvvvvv+++ ++++ + + + + + + + + + + + + vvvvvvvv +++++vv vvvvvvvIq+++++++ +++++►❑v ❑vvvvvv++++++++ r + + + + +❑vvvvvvvv❑ + + + + + + + + + + + + . Fv❑❑❑❑❑❑❑❑❑ + + + + + + + + + + + + 7 V V 7 7 V V 7 7 7" + + + + + + + + + + +,vvvvvvvvvv + + + + + + + + + + + + + + + + + +++++++vvvvvvvvvv ++ • •. --•. �:• -• •• ►vvvvvvvvvv; • ;•,;.. •• "•� •• • -+vvvvvvvvvv ':��•':" . .. ❑vvvvvvvv❑ ►vvvvvvvvvv VV7VVVVVVV1 PIPE ►vvvvvvvvvv vvvvvvvvvv .r.<• ':►vvv❑vvvvvv -: - .��•;;••u� FORT WORTH ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION TYPICAL PROFILE SLOPED VERTICAL EXISTING GROUND - TRENCH TRENCH WALL WALL +f!6/\� \\t+ t t t t t t t t t t + t + t + tz t++ + + + + + + + t t t t + + + + + + + + + + + + + + + + + ,+ + 18" 24�� ++++++++++++++++++++++++t+t+ \\+ + + + + + + + + + + ; ++++++++++ \+++, + + + + + + + + + + + + + + vvvvvvvvvvvvvvv \\\i\N vv a cvvvv vv vvvvvv vvvv vv vv v �% vvvvvv❑vvvvvvvvv, \�\ vvv❑vvvvvvvvvv❑' vvv❑❑Pv❑❑❑❑v❑❑, vvvvvvvvvvvvv� \\�\\\ OgOVOOVOVOOOv' vvvvvvvvvvvv- vvvvvvvvvvvv vvvvvvv vvv' ❑❑vvv❑ vvv❑ vvvvvv vv� ❑vvvvvv ❑❑ vvvvvvv vvvvvvv vvvvvvvv vvvvvvvv vvv vvv ' ❑v❑ PIPE a _ ` DI A. TRENCH WIDTH PER v o o° SECTION 33 05 10 ' v v ❑ v ❑ v vv❑vvv❑vI •nnnvvnnv TRENCH WIDTH TYPICAL SECTION CITY OF FORT WORTH, TEXAS TRENCH WATER STOP DATE 09/04/2024 PIPE BACKFILL PER SECTION 33 05 10 PIPE EMBEDMENT PER SECTION 33 05 10 UNDISTURBED SOIL ACCEPTABLE BACKFILL PER SECTION 33 05 10 CLSM PER SECTION 03 34 13 BACKFILL PER SECTION 33 05 10 33 05 10-DO06 MEN . . TBPELS halff SOUTH :POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION BACKFILL WITH ACCEPTABLE BACKFILL PER SECTION 33 05 10 + + + +++++++++ ,\ �+ + + FILL WITH CLSM UNTIL ENTIRE F++++4 + + + +++� DIAMETEROF PIPE IS FILLED + + TO PREVENT INFILTRATION J ,�ov❑❑v❑v❑- �v❑❑❑v❑❑vvv % V❑❑V❑❑❑V .i ❑❑❑❑V❑V❑❑❑❑ f'vv❑❑❑❑❑❑-7❑❑❑❑❑❑❑❑❑❑❑7 ❑❑❑❑❑❑❑❑❑V❑❑❑❑❑❑❑❑❑❑ /,vvvvvv❑❑-7❑vvV❑VVVVV77 EXISTING /�vvvv❑vvv❑ovv❑vvv❑❑vvv PIPE TO BE fVVVVVVVV-7VVVVV7VVVVV7 ABANdONED ❑v❑❑vvv❑❑❑v❑vvv❑❑❑v❑vv❑❑❑❑v❑�❑v❑❑❑❑v❑❑❑❑I. 717 ►❑❑❑❑❑❑❑❑❑❑❑❑ vvvvvv❑ \/.\j/.�//.�1. \�/.�//.Y� .��/.��/.fi��/.�� PLUG EXISTING PIPE BULKHEAD TO 12" TYP WITH CLSM PER RETAIN CLSM FORT WORTH. SECTION 03 34 13 NOTE: 1. ABANDONMENT SHALL BE PER SECTION 02 41 14 2. SURFACE REPAIR SHALL BE PER SECTIONS 32 01 17, 32 01 29 OR 32 14 16 DEPENDING ON EXISTING SURFACE 3. A WATER PRESSURE PLUG PER 02 41 14-D123 SHALL BE AN ACCEPTABLE ALTERNATIVE WHERE APPLICABLE. CITY OF FORT WORTH, TEXAS PIPE ABANDONMENT PLUG SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS D006 & D007 File Name: SEC-S00-11-UT-33713.dgn Status: RFC Date: 09/04/2024 Sheet: 14 OF 19 REVISED: 08-31-2012 02 41 14-DO07 _ ® �� F�°9s�o00 ° ... RONALD G. KING X0 81073 O �� P4p0°?� p��®s/° ® CNAL �® oo 09/04/2024 Texas © 2024 DESIGNED FED.RD. RGK DIV.N O. � DRAWN 6 jWj CHECKED PCD APPROVED RGK STATE TEXAS CONTROL 0008 Department of Transportotion FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33713 N Iq M CIO 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B PLAN VIEW PROPOSED HMAC EXISTING HMA PAVEMENT PAVEMENT REPAIR PAVEMENT REPAIR PER ASPHALT PAVEMENT o PAVEMENT 2' MIN. FRAME AND COVER AS TRENCH REPAIR DETAILS 1 (TYP.) 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'a♦S: • +t•�.•,: • 't, . y.. . � . � .•:4 ... �, j' \' PLAN VIEW PROPOSED CONCRETE EXISTING PAVEMENT REPAIR CONCRETE PAVEMENT FOR CONCRETE STREETS CONSTRUCTION JOINT C 10 YRS OLD REPAIR PER 32 13 13-D511 ENTIRE PANEL, BAR SPACING AND EXISTING - OTHERWISE 3' MIN, (TYP.) PAVEMENT THICKNESS SHALL BE PER CONCRETE CONCRETE FRAME AND COVER AS PAVEMENT TRENCH REPAIR PAVEMENT }s INDICATED IN THE DRAWINGS DETAILS AS INDICATED IN THE DRAWINGS r. - , .�: �. aa•«d'l.. ,y�.4w+•.•: 'r•'- .. .••+.,•;". '.{L'1+•tiL..'r. .l ;+ t:..`•.. ,� �yi•t .7,•�.•i: `S• �i•;•35;?%,. : �'L~.rr .=i • �•• �4..� r:r,�1•`L:. •.l a.i `• �rw •"wj•'.5..+: Lt"•i" .! ,R' ��,.:'".: yr 7f.=4 t••'•'�t• /, .Z'i� Wit. •,r+•�{••� •r. � •�r1•Y"•i .�}., :i+ : •F .�•�r'�:•', 3ti.'1;• `•. •''+:-r •r.a :'.rr •t7 Hy•, ■!•,• :y 7 a• •!y 1F �;�`•,S` r;�.Fr'.:. Sy s• �•�i i•P ,•i: : ::. N Y' 'rr • , r �' •(.:j y•• ± : •t•• :: �• •• :•• .iY/r• :,Oy'j• .il �•i; iY:'e `. at - :�'• rr'.i ,dj•ti•a •. /j��• / r� / l r� r/ "a•x�-: a9.��.. w xrti a ei .f. w f + +.► r•�.'•d�ief... :■ ip.. �• r: iv.! rr rap �rr"(r rrr rr �1` rrr�r1a rr lrrr• rrrN.• •''•�t'y%�•=r• ;• •- •'ar�r�,f =•:;�� ,+; ±"' +•1r ::>+r�". +44 VA � r�:,�' ''• Y. `r•- ■. • fig. .r. •t♦ '+••�!i t'.r1•� ,r y .. r • • .•+ .r� •-+•fir j-�- +♦i i+♦+♦ i+♦+♦i i+♦+♦ii++++i+♦ ° i•.� ."x►♦+♦i+♦+♦ii+♦ii+♦+♦ii+♦ii+♦� UNDISTURBED *.*♦*.*� ♦, !:r tii ;;,:,�;.:+ + + ... MANHOLE OR \�-. , COMPOSITE GRADE RINGS , : ♦ . ♦ . ♦ SUBGRADE / ♦+•+•♦•+•. . ; . •, ♦+•+�.�. EXISTING , •t ••r, . + /` + * * * , , OR USE CIRCULAR 50NITUBE • •• a, VAULT PER TREATED + +*+♦+++ ;, w FORM (NO CONCRETE GRADE *:•* ; ,•,•�� DRAWINGS SUBGRADE + + ::+* .4. . , - i *.+♦ :','i / .♦,♦,♦,♦,♦ r,.ap✓, RINGS} 4 .�.., ,♦+`+iti:, /\�♦•*♦*+* r • •ram Ly •*♦♦♦♦•♦ \ ACCEPTABLE BACKFILL \�.4-4 * :i•:Y;: '' OR AS REQUIRED BY .►�' DRAWINGS PER SECTION ' 33 0510 NOTES: SECTION VIEW 1. THIS DETAIL TO BE USED ONLY WHERE SPECIFIED ON THE DRAWINGS IN COMBINATION WITH PROPOSED MANHOLE OR VAULT IN THE SAME LOCATION, 2. ALL MEASUREMENTS ARE TYPICAL FOR ALL SIDES OF MANHOLE/VAULT LID ASSEMBLY. 3. FOR CONCRETE STREETS LESS THAN 10 YEARS OLD, ENTIRE PANEL SHALL BE REPLACED, OTHERWISE REPLACED CONCRETE SHALL EXTEND A MINIMUM OF 3' BEYOND MANHOLE IN ALL DIRECTIONS, 4. CONCRETE PAVING SHALL BE PAID SEPARATELY FROM MANHOLE. FoRTWORTH. CITY OF FORT WORTH, TEXAS REVISED: 09-09-2022 EXISTING CONCRETE PAVEMENT REPAIR AROUND MANHOLE (CONE) 33 05 13-D012 NEEDS SPC RELEASE FOR CONSTRUCTION SOUTHEAST CONNECTOR UTILITIES DETAILS D010 & D012 PRO E CT J File Name: SEC-S00-11-UT-33714.dgn Status: RFC Date: 09/04/2024 Sheet: 15 OF 19 0 F T �� ® C� F Xil -01 °D RONALD G. KING X0 81073 O �� < P4p0 '% C E N s`�°���`�® ® 0NAL �® oo 09/04/2024 Texas Department of Transportation © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK DRAWN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SNO T CHECKED TEXAS FT. WORTH TARRANT PCD � CONTROL SECTION JOB S00-UT-33714 APPROVED RGK 0008 13 125, etc N Iq M CO N 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B O a Lri H M M H H O O U W un O 00 N 00 d- 00 O a NOTES: 7. UNLESS OTHERWISE INDICATED IN THE DRAWINGS, 4'0 1. MANHOLE TOP SHALL BE PER MANHOLE FRAME, COVER AND MANHOLES SHALL BE USED FOR 21" AND SMALLER GRADE RING DETAIL AS INDICATED IN THE DRAWINGS. SANITARY SEWER LINES AND 5'0 MANHOLES SHALL BE USED 2. FOR CAST -IN -PLACE MANHOLES, CURE FOR THREE DAYS 24" UP TO 36" SANITARY SEWER LINES. BEFORE BACKFILLING AROUND STRUCTURE 8. 6'0 STANDARD MANHOLES SHALL BE REQUIRED FOR 90' 3. IF SOIL CONDITIONS OR GROUND WATER PREVENT USE OF BENDS ON 36" SANITARY SEWER LINES. COARSE AGGREGATE BASE A 2-INCH MUD SLAB MAY BE SUBSTITUTED. 9. CAST IRON HINGED LIDS SHALL BE REQUIRED FOR ALL 4. CAST -IN -PLACE CONCRETE SHALL BE PER SECTOIN 03 30 SANITARY SEWER MANHOLES WITH A RIM ELEVATION 00 GREATER THAN 12-INCHES ABOVE NATURAL GROUND. 5. PRE -CAST JOINTS SHALL CONFORM TO ASTM C478. 6. DO NOT WIPE JOINTS OR GRADE RINGS WITH GROUT, MORTAR REFER TO MANHOLE FRAME, COVER AND GRADE OR CEMENT. RING DETAIL. PRE -CAST CAST -IN -PI AC + + + + ♦ + + •• •.'r•:•,fr�� I hr*�`.�%{:• + + ♦ + + + + + + + + + + + + Y,�:+t�;:;; i y ;rzw:i + + + + + + ++++++++++++++.s I F • • `'C: +++++ + + REFER TO PAVEMENT + + + + + + + + '.: ,�; ;• ' ■ . *,,4 .:' + + + + + REPAIR AROUND + + + + + + + + +•.: I ++++++++++++MANHOLE DETAIL. ++++++++ 3" MIN. + +++♦j" �� 8" MIN. I w; ; .. + + + + + + + + + + + + (TYP,) + i . • + + + + + + + + + + + + + + + + .•a .' + + + + + + + + + ♦ + + ♦ + + + ♦ I �• y. + + + + + + + + + + + + + + + + + " . + + + + + + + + + + + + + '••� '• •' F + + + PROVIDE EXTERNAL + + + + + + + + +'. I .. �.r + + + + COATING IN + + + + + + + + + + + a ACCORDANCE WITH + + + + + + + I R• �+ + + + ASTM D4258 AND + + + + + + + + + D4259 ACCEPTABLE • + + + + + + , 4 .. � t + + + + BACKFILL AROUND + + + + + + + I a + + + + + . t + MANHOLE (TYP.) PER' + + + + + + .* :y■ Y .. + + + + + + + SECTION 33 05 10 + + + + + + + I + + + + + + + + r1+ +1+1+ + +1+ '�• • RUBBER GASKETS I • aY + + + + +1+ + T + T + + + + + r y•' , + + + + + + + + + + + + + + + • .' AT ALL PRECAST + + + + + + + + + + + + + + + ■•% ' JOINTS I •... + + + + + + + + + + + + + + + �: •i * + + + + + + + + + + + + + + +• . + 5" MIN. FQR 4'0 + + + + + + + + + + + + + + + a : 6" MIN. FOR 4'0 I 8" MIN. + + + + + + + + + + + + + +� • • ' . ,• + + + + + + + + + + + + + + + r 7" MIN. FOR 6'0 I " : �+ + + + + + + + + + + + + + + . . • + + + + + + + 4% 5' OR 6' 0 : , .. + + + + + + + + + + + + + + • .;� A5 INDICATED IN . + + + + + + + a'+++++++ ++++++++++++++++ .+. THE DRAWINGS + + + + + + + + + + + + + + + .:..�+++++♦+++++♦++ + + + + + + + + ?■ I APPLY INTERIOR ..,. . ++++++++++++++ + + + + + + + + ..*t CORROSION ; • ; + + + + + + + + + + + + + + + I I PROTECTION IF -4 + + + + + + + + + + + + + + + . r • •• ¢ • '4 + + + + + ♦ + + + + + + + + + = - REQ'D (TYP.) PER + + + + + + + 1 + + + + I SECTION 33 39 60 : ; + + + + + + + PIPE CONNECTIONIN + + +'' `' "a'+' + + + + + + + ACCORDANCE WITH t + + + SECTION 33 39 20 }+ +++++ ++++++++++++++ + + + + + + + SLOPE BENCH - • EMBEDMENT SHALL BE + + + '4 TOWARDS I ' a +++ +PIPE CONNECTION IN SAME AS MAIN (TYP.)'+ +++ ++++ DOWNSTREAM I + + + ACCORDANCE WITH ( } :. • + + SECTION 33 39 1 ❑ PER SECTION 33 05 10 ' + + + . �+Y DIRECTION I GROUT ` + + T T T T .' T T + + + + + • f d y + + + + + + + + + + + + + + • AROUND * . ♦ + + ♦ + + PROVIDE I PIPE : „ •�, DEPTH INVERT PENETRATION (TYP.) I rL. •,{� •~c '•S� +�.5 f xr y.ti'ys� y�:r•:�1:�r11, {.4 I r`y.e. '''r � ��' _' : f �f•..�.,w.�i.y i M. n- n.,�y�lK• •.;.� + • :'� :•F r��. • �• •�!•%• • .1 W •H ••t• •/' W .;4'�ia =+j� .. �' �r Ey; .ai'' �3•SY: +�� 'i 1 2" .;~�:� '••}�.Y;. 3f.1'.i.."+'.•ftr•+•r�J,J��'�l.�y' i..i•f �'.i.:..:r:i MIN. I . +� a 1: ' :•1' s : � •' .: ♦ •f I 1 y. h' :"• : �1.. y s? y F �. � • ray♦, i`N• Q. ti.�; sy'•1, J6. r• aF •■ + `.r �J �, is �� \�.I'�f •1ti� i•..•_•ti. :'. �r.Yy'S �e 'r ":+dew=••'r"�•..s r��—•..5..�1 . ', '• ' •• ••' .:•. ;• . �■ • ;. '•+ , . �■[ '�,• •• `. � .■ •• •..•. . �+ ,�\/�`� 12" MIN. ADJUST GROUT INVERT W/OFFSET TO MATCH PIPE FLOWLINE AS NEEDED CRUSHED ROCK BELOW MANHOLE BASE (TYP.) PER SECTION 33 05 10 FoRT Woes ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION 8" MIN. - CITY OF FORT WORTH, TEXAS UNDISTURBED EARTH 6..ril zIIMNM-filzIk0WAN EVAM!:i►►�►i►I:MI� DATE 09/04/2024 3339 10/20-D208 MEN .. TBPELS halff SOUTH :POINT CONSTRUCTORS 0 A I FoRTWoRTy NEEDS SPC RELEASE FOR CONSTRUCTION PLAN VIEW ...i L 1J I I L/ I V Li La 4-#3 DOWEL BARS SPACED EVENLY SEE NOTE 4 #3 DOWEL CENTERED BETWEEN BENCH AND DROP THROUGH 8"-12" RADIUS (TYP.) SECTION A- A PRE -CAST OR CAST -IN -PLACE MANHOLE PER 33 39 10/20-D208 SLOPE BENCH TO FLOW TO TROUGH PROVIDE Y4 DEPTF DEPTH INVERT FOI ALL STANDARD MANHOLES CONCRETE TROUGH PER SECTION 03 30 00 NOTES: 1. DROP THROUGH SHALL BE POURED MONOLITHICALLY WITH CAST -IN -PLACE BENCH, OR DOWELED AND GROUTED TO PRE -CAST BENCH. 2. DROP THROUGH SHALL EXTEND INTO MAIN -LINE TROUGH Y2 THE INNER DIAMETER OF LATERAL. 7 DROP 3. WHERE LATERAL FLOW -LINE TO H PER MAIN FLOW -LINE IS GREATER THAN 03 30 00 24" AN EXTERNAL DROP SHALL BE REQUIRED PER 33 39 10/20-D209 4- "X" SHALL BE NO MORE THAN 24" FROM FLOW -LINE TO FLOW -LINE. "Y" SHALL BE THE GREATER OF HALF OF "X" OR 6". y, .,,T OR CAST -IN -PLACE MANHOLE PER 33 39 10/20-D208 CITY OF FORT WORTH, TEXAS HYDRAULIC SLIDE REVISED- 08-31-2012 3339 10/20-D201 SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS D208 & D207 File Name: SEC-S00-11-UT-33715.dgn Status: RFC Date: 09/04/2024 Sheet: 16 OF 19 D F T �� RONALD G. KING X0 81073 O �� P4p0°?C E N s`�°���`�® ® ANAL �® oo 09/04/2024 Texas © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN j Wj STATE CHECKED TEXAS PCD APPROVED CONTROL RGK 0008 Department of Transportotion FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33715 N Iq M CIO ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B O a M M H ti O O U W un O 00 N 00 d- 00 O I PRE —CAST CAST —IN —PLACE ACCEPTABLE BACKFILL I AROUND MANHOLE REFER TO MANHOLE FRAME, COVER AND GRADE PER SECTION 33 05 10 RING DETAIL. + + +++ +++ kY.r!s I }'ti. } ++. REFER TO PAVEMENT REPAIR + + + +`'` + +AROUND MANHOLE DETAIL. ,:... yr.. r.• + + 13" PRE —CAST FLAT TOPt ++ +i PRE —CAST OR + + + S,. .`� _ + CAST —IN —PLACE MANHOLE + + + + + + � s 4'-0" CIA. r + i PER 33 39 10/20—D208 48" OR LESS +++++++++++;'Y.� I t�' + ++ + + ' PROVIDE 3/4 -, 5 DEPTH INVERT - (TYP.) ,I T {;;fia r.Yr l.'r••N..�•rrr h `irr N.�i�S r►' \���� �� � ;..• ,Y .. ... ;. '.� Ic 12 MIN. 8" MIN. _ . • `�'_ res '� r// 1. 0 \ IN 6" MIN. 8" MIN.I.� .���.��.��.��.♦ ��.�\ 8" MIN. 12" MIN. ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION CRUSHED ROCK BELOW MANHOLE BASE (TYP.) PER SECTION 33 05 10 ADJUST GROUT INVERT- NOTES: W/OFFSET TO MATCH PIPE 1. MANHOLE TOP SHALL BE PER MANHOLE FRAME, FLOWLINE AS NEEDED COVER AND GRADE RING DETAIL AS INDICATED IN THE DRAWINGS. 2. IF SOIL CONDITIONS OR GROUND WATER PREVENT USE OF COARSE AGGREGATE BASE A 2-INCH MUD SLAB MAY BE SUBSTITUTED. 3. SHALLOW MANHOLES SHALL ONLY BE INSTALLED WHEN APPROVED BY THE WATER DEPARTMENT. CITY OF FORT WORTH, TEXAS SHALLOW SANITARY SEWER MANHOLE DATE 09/04/2024 REVISED- 12-01-2021 3339 10/20-D210 NOR MEN TBPELS haLff SOUTH :POINT CONSTRUCTORS 12" 5" O LL_ 14" (l/�°�J{► k BARS CONCRETE COLLAR (PLAN* RIGHT—OF—WAY LINE 4" CONCRETE COLLAR r\ 1 FOR NEW DEVELOPMENT, CAP « + + RISER 1' BELOW t • ' ' GRADE (CAST IRON). MARK W/RED VINYL TAPE 3" WIDE & 6" ABOVE GROUND RUBBER SLEEVE COUPLING REQUIRED IF EXISTING SERVICE 15 PRESENT+ " fW: OTHERWISE PLUG END. *+*+*+:+ +t++ + f t t t t t t'r'+ f$"• yv CITY OF FORT WORTH STD. CLEANOUT W/CAST IRON OR POLYETHYLENE CAP COLD JOINT REQUIRED STANDARD PARKWAY J"/FT. �# s ��+''�•.y :' '^r•� t'f�t�tYf'r'r'+•t ;.Cv*. — +i'+ eta+a+ ACCEPTABLE BACKFILL PER f�• ++; SECTION 33 05 10 f't't*t*t*+ t t r r t t t t t r t r r r+ t t t t t r r t t t t t + +' +'+ + +* * CONCRETE ENCASEMENT '+'+*+*+*+*+'+'+'+'• +'i PER SECTION 03 30 00 '+' ` - - - ` ` - ' +' +*+'+'+'++' EXTEND CONCRETE � r t t t t t t t rt�t't't�t' -'r t*t*t*t*t* t t'+ ENCASEMENT 6" MIN. r*t*t't't' t +++++ +++'FROM BOTH ENDS OF ++++ + rti•.•�. ttt ttt ttt rt- :*ti..�•• ++ ++++ '+'t 2 t —WAY CLEANOUT TEE t t r t t t F t.r� ++++++•- ++ .,• 5", t tttt rrrrrrrtttttttt + + + + + + + + + + + + + + + + + i + + + + �'i• tttttt t t t t t - + + + + + + + •+++++t+r+t+tit+titir+r+r+t+tl+ + + 6" MIN. « + + + + + + ,'' •N CLEANOUT TEE .,p,; ( t t t t t t i '�• R••k •�' EXIST, OR PROP. fi" MIN. SEWER SVC fi" MIN. " STAINLESS STEEL BOLTS POLYETHYLENE r 1.5" f 0-RING �U UI POLYETHYLENE 7.5" J PVC PVC PVC CLEANOUT W/S.S. BO= AND POLYETHYLENE LID FOR UN -PAVED AREAS NEEDS SPC RELEASE FOR CONSTRUCTION " STAINLESS STEEL BOLTS CAST IRON 14� e ' O-RING I U U I CAST IRON i 7.5" PIPE BELL OR RUBBER SLEEVE COUPLING CAST IRON CLEANOUT W/S.S. BOLTS AND C.I. LID FOR PAVED AREAS PVC OR DIP N OTES: 1. PIPE AND FITTINGS MUST BE SDR-26 PVC OR DUCTILE IRON WITH CERAMIC EPDXY LINING AS INDICATED IN THE DRAWINGS. 2. PROVIDE RUBBER SLEEVE COUPLINGS WITH STAINLESS STEEL DOUBLE —BAND REPAIR SLEEVES TO CONNECT TO EXISTING SERVICE. TIGHTEN SLEEVES TO THE TORQUE RECOMMENDED BY THE MANUFACTURER. 3. CONCRETE ENCASEMENT PER SECTION 03 30 00. 4. SEWER SERVICE SHALL INCLUDE ALL APPURTENANCES FROM SEWER MAIN UP TO AND INCLUDING RUBBER SLEEVE COUPLING OR PLUG. 5. THE LONG DIMENSION OF THE CONCRETE CLEANOUT COLLAR SHOULD BE PARALLEL TO THE STREET. SEWER SERVICE MATERIAL AS INDICATED IN DRAWINGS, SLOPE VARIES. ANDARD TEE CRUSHED ROCK J EMBEDMENT PER SECTION 33 05 10 CAST IRON CLEANOUT o I W/LID AND CONCRETE a I COLLAR MUST BE COMPLETELY INSIDE DRIVEWAY SIDEWALK RIGHT—OF—WAY LINE I� IJ SIDEWALK SIDEVALK DRIVEWAY CURB & APPROACH GUTTER STREET CLEANOUT LOCATION. WHEN NECESSARY. IN DRIVEWAY CITY OF FORT WORTH, TEXAS SANITARY SEWER SERVICE SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS D210 & D214 File Name: SEC-S00-11-UT-33716.dgn Status: RFC Date: 09/04/2024 Sheet: 17 OF 19 Uz o¢ o� J �U a C' in O POLYETHYLENE CLEANOUT W/LID AND CONCRETE COLLAR MUST BE COMPLETELY OUTSIDE OF SIDEWALK RIGHT-OF-WAY LINE I® CURB & GU TTER STREET STANDARD CLEANOUT LOCATION WHEN SEWER MAIN GRADE IS. 3% OR GREATER REVISED- 09-16-2021 33 31 50-D214 0 F���� �P RONALD G. KING 81073 TC E N S�°���® oo 09/04/2024 Texas © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN j Wj STATE CHECKED TEXAS PCD APPROVED CONTROL RGK 0008 Department of Transportotion FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33716 N Iq M co N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B z a H M M O 0 U W un 0 00 N 00 d- 00 0 U Q O �1 4� M �v a o � 0 N Ul1 o NO. Ln 0 d1 C.i 2" MIN. (TYP.) \Mi\\Ni\\ r, �" . h•~1r .` 16-#3 OR #4 'BARS TYPICAL 1< 1< NOTES: 1. THIS DETAIL TO BE USED ONLY WHERE SPECIFIED ON THE DRAWINGS IN COMBINATION WITH PROPOSED MANHOLE OR VAULT IN THE SAME LOCATION. 2. ONLY FLAT TOP MANHOLES SHALL BE ALLOWED FOR UNIMPROVED SURFACES. CONE MANHOLES WILL NOT BE ALLOWED. 3. ALL MEASUREMENTS ARE TYPICAL FOR ALL SIDES OF MANHOLE/VAULT LID ASSEMBLY. 4. MANHOLE FLAT TOP SHALL EXTEND F" MIN. TO 24" MAX. ABOVE HIGHEST ADJACENT UNIMPROVED SURFACE WHEN RAISED MANHOLE IS INDICATED IN THE DRAWINGS. 5. PROVIDE REINFORCEMENT TYING COLLAR TO MANHOLE. 6. WHERE POSSIBLE, RING AND FRAME MAY BE INTEGRALLY CAST INTO FLAT TOP, PROVIDED ALL OTHER SPACING REQUIREMENTS ARE MET. 7. WHEN SPECIFIED IN PLANS, CONCRETE COLLARS SHALL BE POURED TO EXTENTS OF CONCRETE FLAT TOP. 8. MANHOLE SHALL BE FLUSH WHEN IN PAVED AREAS OR AS INDICATED ON THE DRAWINGS_ 9. CONCRETE COLLAR IS A SEPARATE PAY ITEM IN UNIMPROVED AREAS, N AN 00 00 PLAN VI EW UNIIMPROVED SURFACE CONCRETE REFER TO MANHOLE 6" MIN. COLLAR FRAME, COVER AND 24" MAX. f REQUIRED GRADE RING DETAIL. 3/4" CHAMFER (TYP-) /KIx \/\/\/\/\/\J/\ 1' MIN. ACCEPTABLE ' " ?; BACKFILL OR 6" MIN \\/\\/ ;;:?* :� :;;`.:; t tii:� :�?� :��C MIN. CSS OR CLSM A5 \ \\/�\\�;:�=•��.,Y}, REQUIRED BY DRAWINGS � �ti:t;, }:s ue,'000 PER SECTION 33 05 10 \ \/\\ .:•;.-:?:. . . •,'.�,,�\\�\\%\\/� 4 4 (4) #4 BARS DRILLED INTO MANHOLE CONE 3" MIN. BOTH DIRECTIONS, SEE NOTE 6 FoRTWORTH i} T -+ t T T+T :.y.r�� (4) #4 BARS •.. '`�r+T+T+T+\ t + + + + + ♦ ..� .�'» MANHOLE OR VAULT PER DRILLED INTO + + + �♦ '"-;� MANHOLE CONE -} + + + + + + + DRAWINGS 3" MIN. BOTH + + + + + + +�/ + }++++ + + + +r= it DIRECTIONS, SEE :': �'''+;} ?�'I' +++ + + + NOTE fi RAISED SECTION VIEW CONCRETE COLLAR REQUIRED 1/0" + + + / + + + +•'- ISSUE RECORD DESCRIPTION RELEASED FOR CONSTRUCTION REFER TO MANHOLE FRAME, COVER AND GRADE RING DETAIL. MIN. ;�+•�+ t+ + + ti it F t .�F + + \ MANHOLE OR VAULT ;;}++♦+ ++ PER DRAWINGS �:a + + + FLUSH SECTION VIEW CITY OF FORT WORTH, TEXAS FLAT TOP SANITARY SEINER MANHOLE UNIMPROVED SURFACE DATE 09/04/2024 LIFTING BOX WATER —TIGHT HINGED FRAME AND COVER HINGED COVER N OTES: 1. PROVIDE HINGED FRAME AND COVER WHERE INDICATED IN THE DRAWINGS, ON DETAILS OR IN SPECIFICATIONS. 2. COVERS SHALL BE INTEGRALLY MARKED INDICATING "WATER" OR "SANITARY SEWER" AS DESIGNATED ALONG WITH FORT WORTH LOGO PER SECTION 33 05 13. 3. ALL FRAMES AND COVERS SHALL REQUIRE A WATER -TIGHT GASKET. 4. FOR WATER AND SANITARY SEWER, ALL TYPES OF FRAMES SHALL ALLOW MINIMUM 30-INCH OPENING, UNLESS OTHERWISE SPECIFIED IN THE DRAWINGS. 5. CAST IRON HINGED LIDS SHALL BE REQUIRED FOR ALL SANITARY SEWER MANHOLES WITH A RIM ELEVATION GREATER THAN 12-INCHES ABOVE NATURAL GROUND. 6. DO NOT WIPE JOINTS OR GRADE RINGS WITH GROUT, MORTAR OR CEMENT. REFER TO PAVEMENT REPAIR AROUND Q� FR� MANHOLE DETAIL, AS REQUIRED +;:.. . TOP -SOIL 4 COLLAR SHALL EXTENU \'y �. AT LEAST 3" MIN. �;� :''`��••` •+•� BELOW MANHOLE TOP " �• .r. �. CIRCULAR FORM - - r TOP -SOIL 1' MIN. ACCEPTABLE BACKFILL OR 6" MIN CSS OR CLSM AS REQUIRED BY DRAWINGS PER SECTION 33 05 10 REVISED- 10-15-2021 33 05 13-D218 ■ e . halff TBPELS ENGINEERING FIRM #312 SOUTH POINT r CONSTRUCTORS fir:►a1170Lai ORW:1.11MAI W_►ilk I9X4101■►a00 ForrWoRTH 7. THE MAXIMUM HEIGHT OF GRADE RINGS MAY EXCEED 12-INCHES WHEN APPROVED BY THE PROJECT MANAGER FOR THE CITY TO ALLOW FOR PAVEMENT DEPTH AND PAVEMENT CONSTRUCTION. THE MAXIMUM HEIGHT OF THE NARROW PART OF THE MANHOLE SHALL NOT EXCEED 24-INCHES REGARDLESS OF THE HEIGHT OF GRADE RINGS. 8. MANHOLES SHALL NOT PROTRUDE ABOVE GRADE MORE THAN 24-INCHES. 9. MANHOLES IN PAVEMENT SHALL BE ORIENTED SO THE HINGE IS TOWARD ONCOMING TRAFFIC. 10. CONCRETE GRADE RINGS ARE NOT PERMITTED, GRADE RINGS SHALL BE AS APPROVED. 11, IN LIEU OF GRADE RINGS, CIRCULAR FORMS, "SONO-TUBE", MAY BE USED. IF COVER IS IN � 10" PAVEMENT, ORIENT HINGE TOWARD { 311 -.a— ONCOMING TRAFFIC FRAME MAXIMUM OF 3 �`:• 4� x GRADE RINGS iv ¢ M ALLOWED �•'''''`' :" ;.;=.i 7,4 MANHOLE OR VAULT"' f' • / PER DRAWINGS 30" CLEAR MIN. 0- 2-ROWS ADHESIVE, TYP. PER GRADE RING MANUFACTURER — RECOMMENDATION, CITY OF FORT WORTH, TEXAS SANITARY SEINER MANHOLE FRAME, COVER AND GRADE RINGS REVISED: 12-01-2021 I 33 05 13-D219 0 F T �� -01 °D RONALD G. KING X0 81073 O �� < P41 -\'% C E N s`�°���`�® ® ANAL �® oo 09/04/2024 Texas Department of Transportation © 2024 File Name: DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. NEEDS SPC RGK � DRAWN Status: UTI LITI ES RFC jwj STATE DISTRICT COUNTY SNOT RELEASE FOR Date: CHECKED CONSTRUCTION DETAILS 09/04/2024 Sheet:heet: PCD ' CONTROL APPROVED � SECTION JOB S00-UT-33717 D218 & D219 18 OF 19 RGK N Iq M co N 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4DO89566749B 00 H N M LM I— H H U W Ln O 00 N 00 CI' 00 0 Q1 �I O U N C N Q N i C i 0 v U N �o v c v U U Q O Ul O N '''' o � 0 N U-1 o 112 NO. Ln 0 C31 C.i Lij QJ C)U- 11'-D" FOR SNGLE D'WY, 18'-O' FOR DOUBLE DWY. SEE NOTE 2 REINFORCE 4' WALK 4' STANDARD WITH y3 3ARS 0 SIDEWALK A T18' R.D.W. ¢, � REINFORCE 6" v< I I DRIVE w/ 13 ' z DUTAPMYCJ601NT Ln BARS 18" ' ` n o i o O.C.B.W'. v N LU cJ STD. CURB - GROOVED OR J { r & GUTTER S• ' SAWED DUMMY 1' 1 PXPANSION 32 13 JOINT T M RS r' JOINT (NOT 1 ' - 51,3 SEALED) PER 32 13 13-516 ' 1 - SEE GU TAR - NCTE 3 f/f/flfJfl/ffffl/fff'/f/f/// / EXPANSIDN JOINT SEE 1`A -24" BLOCKOUT FROM3ER 32 13 13-0513 NOTE 5 2 BACK CF CURB FOR 10'-T MIN. SINGLE Dh1'Y.— DRIVEWA" APPROACH 7'-0' MIN. OCUBL DWY. SEE NOTE 5 20'-0" MIN. SINGLE DWY. _ 2V-0" MIN. DOUBLE DWY. APPLY TACK COAT TO CONCRETE SURFACE PLAN VIEVV TRANSIsTION °HMAC DRVEWAY PAY LIMIT -{ �= PARKWAY 'INDTI I - GROOVE] OR SAWED BLOCKOUT OUMMY JOINT ,NOT SEE N0� 8 SEALED; PER 32 13 DRIVEWAY NOTES: - -0' 9[IEWALK� 13-516 pm RE NFORCE 6' DRIVE r j 1. DRIVEWNAY PAY UMIT NLL BE MEASURED =ROM BACK OF d THE PROJECTED CURB, INC_UDING THE AREA OF THE CLRE s 2"� 0.5� (MIN.) ' C.C.3 BARS ` O.C.3.Vl. 0° `} y,^ SEE NOTE 5 PROPOSED ASPHALT RADII AND WILL EXTEND TO THE LIMITS SPECI=IE) IN THE } 2X� P � (I�IN r CRAWNGS. 72 MA1L ' T ' PAVIN^G PER TYPICAL 8. r r , ... — - — — ROADIVA SECTION 2. NSTALL EXPANSION JOINT (SEE DET.AL - THIS SHEET) - - - -_ WHERE DRIVEWAY CONNECTS TO SIDEWALK. PLACE _ -I -1 L1=1I - �LL�I L=11 -11 -III • 1=� -I [ +'�F ' - P N N J A { ANSIDV JOINT FOR CCN ECTIC TO EXIST DRIVE T r I I =III=III a 3.ACK OF SIDEWALK. I= DRIVE CONSTRUCTION EXTENDS L SEE 1VOTE 2 L SEE NOTE 4 + a O� CONSTRUC110N J01NT 3EYOND ROW, PLACE EXPANSON JOINT AT BACK OF o =�� COMPACTED V- PER 32 13 13-V511 SIDEWALK THEN PLACE COPESIRLCTION JOINT PER 32 13 13-6512 AT CDIJNECTION WTH EXISTING DRIVE SUBGRACE PER 12. TYP OR 32 13 13-D512 SECTION 32 13 20 L \-STABILIZED 3, 3UMMY JOINT IN DRIVEWAY RAMP IS OPTIONAL IN ?V-O' Ctm SUEGRA(]E DRIVEWAY ONL .DUMMY JOINT(S) IN DRIVE REQUIRED TO 0� PER PAVING TYPCAL CORRESPOND WITH :CINT(S) IN CONCRETE PAVING (NOT SEALEC ¢ rJ m SECTION Q. 4, SIDEWALK SECTION THRU DRIVEWAY TO BE POURED SAME THICKNESS AS DRIVEWAY APPROACH, AND PAID FCR AS 3RIVEWAY APPROACH. EXISTING SIDEWALK, IF ANY, SHALL 3E REMOVEC AND REPLACED. 5, ;IROdIDE 8" HMAC T3ANSlTON FOR DRIVEWAY TIE INTO EXISTING AS3HA= PAVEMENT. HMAC TRANSITIU\ SUBSIDARY TO DRIVE CONSTRUCTION. HMAC TRANSITION 3EOUIRED BE"OND i• HMAC TRANSITION PAID ;ER -ON DER SECTION 32 12 16- 6, THE GRADE EIREAK AT THE GUT_ER LINE AND AT AN" ''DINT OTHIN 10 =EET OF GUT -ER LINE MUST NOT EXCEED T2 PERCENT 7. A_L CCNCRETE SHALL 3E CLASS °A" PER SECTION 32 13 20- 8. '.AYMENT FOR GUTTER ADJACENT TO DRIVEWAY SHALL BE NE.ASURED AND INCLUDED IN CURB AND GUT -ER PAY ITEM 'ER 32 13 20 ISSUE RECORD DESCRIPTION RELEASED FOR CONSTRUCTION SECTION A -A DATE 09/04/2024 EXPANSION JOINT, =ORMED GROOVE Y3 BARS 0 la' ROUNDED TO Y4' RADIUS WTH D C.B.N'. ' 1' g• 6� SILICONE JOINT SEALER AVD REDWOOD EXP. JOINT FILLER PER 32 13 13-D517 r —2'— 1Y4' MIN. CLEARANCE A: IF -1 I=III -III—I = j �=ITI1 111=1 I=� 1/2' X 24' SMOOTH DOWEL SLI=EVE TC CCWEL 0 18" D.C. FIT DOWEL AND BE F 12' y SECURED DOWEL COAl1VG COMPACTED J SUEGRADE PER W1 GREASE L BAR STOP SECT ON 32 13 20 DRIVEVIIAY EXPANSION JOINT 1/2' x 2D' SMOOTH '8' - EXPANSION JCIN- WITHOU- #3 BARS 0 18" DOWEL SUPPORT BASKET DOWEL 0 O.C. INTO EXISTING l PER 32 13 13-0517 C.C.&W, PAVEMENT 1 kr-r PROPOSED DRIVE E 1Y4 MIN. ' r l CLEARANCE EXISTING CONCRETE DRVE/SDEWALI{ 1 2' MIN. / f! ' T,2 T III--I�I �I'I I: —I �I LJ �' I �I I I —I 1In -'. I I —III— — I i—I I I —I• —I -I I� I�—I �I COMPACTED MIN 1'LDOWEL SLEVE TO SUBGRADE PER l FIT DOWEL AND BE SECTICN 32 '3 20 1 SECUREC BAR. STOP DRIVEWAY EXPANSION CONSTRUCTION JOINT (BETWEEN EXIST & PROP j FouWouH CITY OF FORT WORTH, TEXAS CONCRETE RESIDENTIAL DRIVEWAY APPROACH WITH RADIUS -ASPHALT PAVING MEN TBIDELS halff SOUTH :POINT CONSTRUCTORS REVISED: 12-01-2021 32 13 20-D528 NEEDS SPC RELEASE FOR CONSTRUCTION 1 dY4" PROPOSED ASPHALT PAVING PER TYPICAL SECTION W PER FT. Lz! 0. I1�1r I �J11T1�TI � STABILIZED SUBGRADE PER PAVING TYPICAL SECTION 7-0" ULW CONSTRUCTION 3' TAMPED TOPSOIL PER SECTION 32 91 19 s" INSTALL 9" WIDE !� TEMPORARY ASPHALT (TYPE D) TRANSITION UNTIL POL/RECONSTRUCTION (SUBSIDIARY TO CURB & GUTTER) NOTE 1. MINIMUM NIDTH IS 2'-0", MATCH EASIING MOTH UP TO 2'-6' 2. BASE COURSE TO BE CM TYPE A OR B BASE MATERIAL (CEMENT CONTENT TO MATCH POL OPERATIONS) OR TYPE A FLEXBASE. 3. BASE MATERIAL UNDER CURB & GUTTER AND BEHIND BACK OF CURB TO BE SUBSIDIARY TO CURB & GUTTER PAY ITEM. SEE NOTE 1 2'-U" 1 Y/4" , 1.-41y„ T s„ x�EXISTING PAVEMENTTO SEAL WITHJOINT FILLER RECEIVE POL/RECONST . MATCH EXISTING / +•;; EXIST- ASPHALT PAVEMENT COMPACTED ACCEPTABLE NATIVE BACKFlLL PER MATCH- ® / SECTION 31 24 DO CONCRETE ; t+ THICKNESS �I9I1:=jII�I 0 MINIMUM EXCAVATION OUTLINE FOR STREET CONSTRUCTION E7pSTINC SUBGRADE NOTE, 1. 200 LF MAXIMUM SPACING BETWEEN CURB AND GUTTER EXPANSION JOINTS. EXPANSION JOINT, REDWOOD (PER 32 1/2' ■ 24' SM007H 13 13-D513) JOINT SEALANT TO BE DOWEL PLACED IN GUTTER AREA ONLY (NOT IN CURB AREA) TOP OF CURB 1Y" MIN. CLEARANCE } TOP OF PAVEMENT 2" MIN-� - 6" OR 7" CURB r a r..R �i �.!.�r.•:ss 3 • r. •e' . !•'r r�i}Sa � �} � : a rta;<. •;ti • •..er- 7/2 t �f+r;'•'t�� `}tr h ^:fa it.�r(K s`' 1 >"'i+:..�r: 'A.:, �' ., • PROPOSED SUBGRADE PER TYPICAL PROPOSED �17' DOWEL CAP TO MT ROADWAY SUBGRADE DOWEL AND BE SECTION PER TYPICAL SECURED ROADWAY BAR STOP SECTION CURB AND GUTTER EXPANSION JOINT oarWorcr SOUTHEAST CONNECTOR UTILITIES DETAILS D528 & D534 24" MIN. HMAC TRANSITION TAMPED TOPSOIL PER SECTION 32 91 19 .. - : +• ti• ; �..�-;, = •;F�rr�rflrrfrflrrfr f ° e 0 x0 4 BARS IMiI STRFFT—ADJACENT TO PAVEMENT IMPROVEMENTS 24" MIN- SEE NOTE I 2'-U" 1'-0Y" WITH SEAL WITH EXISTING PAVEMENT TO JOINT FILLER RECEIVE POL/RECONST x j MATCH EXISTING N — W EXST i•' • :• c , ASPHALT .:: y•. !- s 7 m / a� +• PAVEMENT .r• s lo 0, o a 40. EMSTING SUBGRADE V-3' EXISTING STREET COMPACTED ACCEPTABLE NATIVE BACKFlLL PER SECTION 31 24 00 MINIMUM EXCAVATION OUTLINE FOR STREET CONSTRUCTION ON STABILIZED SUBGRADE OR 6" BASE COURSE. NOTE: 1. MINIMUM WIDTH IS 2'-O". MATCH EXISTING WIDTH UP TO 2'-6" 2- BASE MATERIAL UNDER CURB k GUTTER AND BEHIND BACK OF CURB TO BE SUBSIDIARY TO CURB & GUTTER PAY ITEM. 3, ASPHALT TRANSITION TO BE PAID AS SEPARATE BID ITEM. CITY OF FORT WORTH, TEXAS STANDARD CURB AND CUTTER PRO JECT File Name: SEC-S00-11-UT-33718.dgn Status: RFC Date: 09/04/2024 Sheet: 19 OF 19 TAMPED TOPSOIL PER SECTION 32 91 19 12"— .. ° ° ° ... RONALD G. KING 81073 O Q� E N ® 0 N A L �® oo 09/04/2024 COMPACTED ACCEPTABLE NATIVE BACKFlLL PER SECTION 31 24 DD MINIMUM EXCAVATION OUTLINE FOR STREET CONSTRUCTION 6' BASE COURSE. REVISED. 03-10-Z022 32 16 13-D534 Texas Department of Transportation © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK DRAWN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SHEENO T CHECKED TEXAS FT. WORTH TARRANT PCD CONTROL SECTION JOB S00-UT-33718 APPROVED RGK 0008 13 125, etc N M CO N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTHCPOINT IH820 Southeast Connector Project CONSTRUCTORS I IQP-XX2 QA Review Rev: 2.0 1 Rev Date: Dec 2022 SEC-SUBD-0696 RFC City of Fort Worth Water Package 11A Submittal Date: 09-03-2024 Package Description: Reviewer: Clinton Krnavek Closeout Date: 09-04-2024 Part 1 - PSQC ITEMS SUBMITTED FOR QA REVIEW Item Review Item Reference Status' Remarks 1 Software Validation QCP-03.01 N 2 Spreadsheet Validation QCP-03.02 N 3 Quality Discipline Review (QC) - Check Prints, Comment QCP-03.03 C Resolutions, and/or Supporting Calculations 4 Clean Copy QCP-03.03 C 5 Design Checklist -All Drawings QCP-03.03 C 6 Design Checklist - Aesthetics and Landscaping QCP-03.03 N 7 Design Checklist - Bridge - Abutments QCP-03.03 N 8 Design Checklist - Bridge - Bridge Layouts QCP-03.03 N 9 Design Checklist - Bridge - Foundation Layouts QCP-03.03 N 10 Design Checklist - Bridge - Inv-T Bent QCP-03.03 N 11 Design Checklist - Bridge - Pstr Grdr Superstructure QCP-03.03 N 12 Design Checklist - Bridge - Steel Grdr Superstructure QCP-03.03 N 13 Design Checklist - Bridge - Typical Interior Bent QCP-03.03 N 14 Design Checklist - Drainage QCP-03.03 N 15 Design Checklist - Environmental Compliance QCP-03.17 C 16 Design Checklist - Geotech - Bridge Foundations QCP-03.03 N 17 Design Checklist - Geotech - Instrumentation Plan QCP-03.03 N 18 Design Checklist - Geotech - Misc. Foundations QCP-03.03 N 19 Design Checklist - Geotech - Seismic Analysis QCP-03.03 N 20 Design Checklist - Geotech - Walls Embankments RSS QCP-03.03 N 21 Design Checklist - Illumination QCP-03.03 N 22 Design Checklist - ITS QCP-03.03 N 23 Design Checklist - Noise Walls QCP-03.03 N 24 Design Checklist - Roadway QCP-03.03 N 25 Design Checklist - Signalization QCP-03.03 N 26 Design Checklist - Signing/Striping QCP-03.03 N 27 Design Checklist - Traffic Control QCP-03.03 N 28 Design Checklist - Utility Adjustments QCP-28 C 29 Design Checklist - Walls QCP-03.03 N 30 Existing Surface QC Review Checklist QCP-03.04 N 31 QCP-03.05 FRM1 Software Input Check Form QCP-03.05 N 32 QCP-03.06 FRM1 CAD Compliance Form QCP-03.06 C IQP-XX2 QA Review Revision Number: 2.0 Revison Date: Dec 2022 Page 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SQUTHOPQINT IH820 Southeast Connector Project CONSTRUCTORS IIQP-XX2 QA Review Rev: 2.0 1 Rev Date: Dec 2022 33 QCP-03.07 QC Model Checklist — Bridges QCP-03.07 N 34 QCP-03.07 QC Model Checklist — Design Surfaces QCP-03.07 N 35 QCP-03.07 QC Model Checklist — Roadway QCP-03.07 N 36 QCP-03.07 QC Model Checklist — Utility and Drainage QCP-03.07 N 37 QCP-03.07 QC Model Checklist — Walls QCP-03.07 N 38 QCP-03.07 QC Model Checklist - Traffic and Signing QCP-03.07 N 39 QCP-03.07 FRM1 Mdl. Qual. Review Sum. Doc.(MQRSD) QCP-03.07 N 40 QCP-03.08 FRM1 - IDC Comment Sheet QCP-03.08 N 41 QCP-03.09 FRM1 - IDR/CR Signoff Form QCP-03.09 C 42 IDR Bluebeam Studio Session Record QCP-03.09 C 43 QCP-3.09 FRM2 IDR/CR Deferred Comment Form QCP-03.09 N 44 QCP-3.11 FRM1 Comment Resolution Form QCP-03.11 C 45 QCP-03.13 FRM1 PSQCM Certificate of Compliance QCP-03.13 C 46 Request for Deviation (RFD) (if any) QCP-03.14 N 47 Design Manager Certification QCP-03.13 C 48 Pre -Submittal Workshop Meeting Minutes QCP-04 N 49 PSQAM Certification (Form IQP-XX1 QA Verification) QCP-06, QCP-08 C 50 TxDOT Written Concurrence/Approval QCP-08 N (1) Status code: C = Complete; I = Incomplete; N = Not Included Professional Services Quality Assurance Manager (PSQAM) or Qualified Representative: L�,—,John Kiser, P.E. 2024.09.04 09 / 0^ 14:35:25-05'00' T PSQAM or Qualified Representative Date 2024 IQP-XX2 QA Review Revision Number: 2.0 Revison Date: Dec 2022 Page 2 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B IH 820 SE Connector Project Design Package Title: SEC-SUBS-0696 RFC CITY of Fort Worth Water Package „A Submittal Stage: nPreliminary n Final PSQAF Line Item I Document & No. Sheet No. Comment No comments Kev: z.0 Rev Date: 12/08/22 IQP-XX2 Comment Resolution Form Page No: I v I RFC I Date: 9-4-2024 I 1 South -Point Constructors Comment Reviewer Disposition Response Comment / Resolution Incorp. SOUTHCPOINT CONSTRUCTORS Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTHAPOINT Southeast Connector Project CONSTRUCTORS IIQP-XX1 QA Verification Rev: 1.0 1 Rev Date: May 2022 Package Description: SEC-SUBD-0696 RFC City of Fort Worth Water Package 11 A Professional Services Quality Assurance Manager (PSQAM) Verification: PSQAM has verified that documentation for this packa as presented by the PSQCM, has followed design QC procedures as described in the PSQMP. This packag is I a d r--evig6hRr�gprprL2ent. 2024.09.04 9 / 4 / 2024 1 425 T9 05'00' PS AM or Qualified Representative Date Note: Please transmit this Signature Page along with the deliverable(s). Professional Services Quality Assurance Manager (PSQAM) Certification: PSQAM certifies that the required quality check and review activities have been completed, the agreed upon comments are resolved and verified, and the package satisfies PSQMP requirements. John Kiser, P.E. 2024.09.04 9 4 2024 ia•za•ni_n�nm _/ / QPSAM or Qualified Representative Date IQP-XX1 QA Verification Revision Number: 1.0 Revision Date: May 2022 Page 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTHCPOINT IH820 Southeast Connector Project CONSTRUCTORS I IQP-XX2 QA Review Rev: 2.0 1 Rev Date: Dec 2022 SEC-SUBD-0698 RFC City of Fort Worth Sewer Package 11 B Submittal Date: 09-11-2024 Package Description: Reviewer: John K Kiser Closeout Date: 09-11-2024 Part 1 - PSQC ITEMS SUBMITTED FOR QA REVIEW Item Review Item Reference Status' Remarks 1 Software Validation QCP-03.01 N 2 Spreadsheet Validation QCP-03.02 N 3 Quality Discipline Review (QC) - Check Prints, Comment QCP-03.03 C Resolutions, and/or Supporting Calculations 4 Clean Copy QCP-03.03 C 5 Design Checklist -All Drawings QCP-03.03 C 6 Design Checklist - Aesthetics and Landscaping QCP-03.03 N 7 Design Checklist - Bridge - Abutments QCP-03.03 N 8 Design Checklist - Bridge - Bridge Layouts QCP-03.03 N 9 Design Checklist - Bridge - Foundation Layouts QCP-03.03 N 10 Design Checklist - Bridge - Inv-T Bent QCP-03.03 N 11 Design Checklist - Bridge - Pstr Grdr Superstructure QCP-03.03 N 12 Design Checklist - Bridge - Steel Grdr Superstructure QCP-03.03 N 13 Design Checklist - Bridge - Typical Interior Bent QCP-03.03 N 14 Design Checklist - Drainage QCP-03.03 N 15 Design Checklist - Environmental Compliance QCP-03.17 C 16 Design Checklist - Geotech - Bridge Foundations QCP-03.03 N 17 Design Checklist - Geotech - Instrumentation Plan QCP-03.03 N 18 Design Checklist - Geotech - Misc. Foundations QCP-03.03 N 19 Design Checklist - Geotech - Seismic Analysis QCP-03.03 N 20 Design Checklist - Geotech - Walls Embankments RSS QCP-03.03 N 21 Design Checklist - Illumination QCP-03.03 N 22 Design Checklist - ITS QCP-03.03 N 23 Design Checklist - Noise Walls QCP-03.03 N 24 Design Checklist - Roadway QCP-03.03 N 25 Design Checklist - Signalization QCP-03.03 N 26 Design Checklist - Signing/Striping QCP-03.03 N 27 Design Checklist - Traffic Control QCP-03.03 N 28 Design Checklist - Utility Adjustments QCP-28 C 29 Design Checklist - Walls QCP-03.03 N 30 Existing Surface QC Review Checklist QCP-03.04 N 31 QCP-03.05 FRM1 Software Input Check Form QCP-03.05 N 32 QCP-03.06 FRM1 CAD Compliance Form QCP-03.06 C IQP-XX2 QA Review Revision Number: 2.0 Revison Date: Dec 2022 Page 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SQUTHOPQINT IH820 Southeast Connector Project CONSTRUCTORS IIQP-XX2 QA Review Rev: 2.0 1 Rev Date: Dec 2022 33 QCP-03.07 QC Model Checklist — Bridges QCP-03.07 N 34 QCP-03.07 QC Model Checklist — Design Surfaces QCP-03.07 N 35 QCP-03.07 QC Model Checklist — Roadway QCP-03.07 N 36 QCP-03.07 QC Model Checklist — Utility and Drainage QCP-03.07 N 37 QCP-03.07 QC Model Checklist — Walls QCP-03.07 N 38 QCP-03.07 QC Model Checklist - Traffic and Signing QCP-03.07 N 39 QCP-03.07 FRM1 Mdl. Qual. Review Sum. Doc.(MQRSD) QCP-03.07 N 40 QCP-03.08 FRM1 - IDC Comment Sheet QCP-03.08 N 41 QCP-03.09 FRM1 - IDR/CR Signoff Form QCP-03.09 C 42 IDR Bluebeam Studio Session Record QCP-03.09 C 43 QCP-3.09 FRM2 IDR/CR Deferred Comment Form QCP-03.09 N 44 QCP-3.11 FRM1 Comment Resolution Form QCP-03.11 C 45 QCP-03.13 FRM1 PSQCM Certificate of Compliance QCP-03.13 C 46 Request for Deviation (RFD) (if any) QCP-03.14 N 47 Design Manager Certification QCP-03.13 C 48 Pre -Submittal Workshop Meeting Minutes QCP-04 N 49 PSQAM Certification (Form IQP-XX1 QA Verification) QCP-06, QCP-08 C 50 TxDOT Written Concurrence/Approval QCP-08 N (1) Status code: C = Complete; I = Incomplete; N = Not Included Professional Services Quality Assurance Manager (PSQAM) or Qualified Representative: John Kiser, P.E. 2024.09.11 09 / 11 14:39:53-05'00' _ P QAM or Qualified Representative Date 2024 IQP-XX2 QA Review Revision Number: 2.0 Revison Date: Dec 2022 Page 2 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B IH 820 SE Connector Project Design Package Title: SEC-SUBS-0698 RFC CITY of Fort Worth Sewer Package Ile Submittal Stage: nPreliminary n Final PSQAF Line Item I Document & No. Sheet No. Comment No comments Kev: z.0 Rev Date: 12/08/22 IQP-XX2 Comment Resolution Form Page No: n RFC I Date: 9-11-2024 I 1 South -Point Constructors Comment Reviewer Disposition Response Comment / Resolution Incorp. SOUTHCPOINT CONSTRUCTORS Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTHAPOINT Southeast Connector Project CONSTRUCTORS IIQP-XX1 QA Verification Rev: 1.0 1 Rev Date: May 2022 Package Description: SEC-SUBD-0698 RFC City of Fort Worth Sewer Package 11 B Professional Services Quality Assurance Manager (PSQAM) Verification: PSQAM has verified that documentation for this packa , as presented by the PSQCM, has followed design QC procedures as described in the PSQMP. This packa is a ed or�reviffrPRA�op.r ent. UIIL�2024.09.11 9 / 11 / 2024 1 1.1 . P AM or Qualified 12epresen ative Date Note: Please transmit this Signature Page along with the deliverable(s). Professional Services Quality Assurance Manager (PSQAM) Certification: PSQAM certifies that the required quality check and review activities have been completed, the agreed upon comments are resolved and verified, and the package satisfies PSQMP requirements. John Kiser, P.E. 2024.09.11 9 11 2024 ia•nn•3311F'aa' / / P AM or Qualified Representative Date IQP-XX1 QA Verification Revision Number: 1.0 Revision Date: May 2022 Page 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTH:POINT CONSTRUCTORS Utility Adi ustment Agreement Section 6. Cost Estimates SEC-U-0520-11 Page 1 of 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B City of Fort Worth (Relocations 1115, 1116, 1117, 1118, 1121, 1128 & 3112) Eligibility Ratio of 100% (Total Construction Cost Total Indirect Costs to SPC Total Indirect Costs to City of Fort Worth Total Easement Costs (Replacement and Quitclaim Compensation) (Total Cost for Utility Relocation (Salvage Value (Estimated Amount to Ultimately be Paid by SPC Estimated Amount to Ultimately be Paid by City of Fort Worth Eligibility Ratio 1 $1,861,449.001 1 $713,307.141 1 $214,400.001 1 $85,585.001 1 $2,874,741.141 1 $2,874,740.141 $0.001 100% Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B Southeast Connector Project South -Point Constructors, J.V. Utility Owner: Fort Worth Utility Adjustment Cost Estimate J U-Number: SEC-U-0520-11 Relocation ID's 1115, 1116, 1117, 1118, 1121 & 1128 Utility Type: Water Eligibility Ratio: 100% Date Prepared: 8/26/2024 1 Prepared By: Nick Bjergo Relocation ID Line Item I Buy America I Description I Unit 1 12" DR 14 PVC (Open Cut) LF $ 290.00 148 $ 42,920.00 2 X 12" DIP LF $ 310.00 28 $ 8,680.00 3 X 12" DIP with 3/8" x 24" Steel Casing (Bore) LF $ 820.00 363 $ 297,660.00 4 X 6" Gate Valve EA $ 3,000.00 1 $ 3,000.00 5 X 12" Gate Valve EA $ 6,000.00 2 $ 12,000.00 1115 6 X 2" Potable Air Valve w/ Vault EA $ 25,000.00 1 $ 25,000.00 7 X 6" BlowOff Valve w/ 6' MH EA $ 50,000.00 1 $ 50,000.00 8 Above Ground Marker EA $ 150.00 1 $ 150.00 9 X Flush Mounted Cased Crossing Test Station EA $ 3,500.00 2 $ 7,000.00 10 Abandon Existing 12" LF $ 43.00 490 $ 21,070.00 11 Remove ARV w/ Vault / MH EA $ 4,500.00 1 $ 4,500.00 (RELOCATION CONSTRUCTION SUBTOTAL I I SUBTOTALS: I I $ 471,980.00 1 X 8" DIP (Open Cut) LF $ 270.00 97 $ 26,190.00 2 12" DR 14 PVC (Open Cut) LF $ 290.00 367 $ 106,430.00 3 X 6" Gate Valve EA $ 2,800.00 1 $ 2,800.00 4 X 8" Gate Valve EA $ 3,000.00 2 $ 6,000.00 5 X 12" Gate Valve EA $ 6,000.00 2 $ 12,000.00 6 X Install Fire Hydrant Assembly>8' EA $ 18,000.00 1 $ 18,000.00 7 1" Water Service Complete Install EA $ 8,500.00 4 $ 34,000.00 8 Connect to EX 6" WL EA $ 8,200.00 1 $ 8,200.00 1116 9 Connect to EX 12" WL EA $ 8,500.00 1 $ 8,500.00 10 Above Ground Marker EA $ 150.00 1 $ 150.00 11 Cut/Plug 6" EA $ 2,000.00 1 $ 2,000.00 12 Cut/Plug 12" EA $ 2,000.00 1 $ 2,000.00 13 Abandon Existing 6" LF $ 22.00 74 $ 1,628.00 14 Abandon Existing 12" LF $ 43.00 341 $ 14,663.00 15 Rem & Salvage FH EA $ 1,000.00 1 $ 1,000.00 16 Rem & Salvage 6" GV EA $ 900.00 1 $ 900.00 17 Rem & Salvage 12" GV EA $ 900.00 2 $ 1,800.00 (RELOCATION CONSTRUCTION SUBTOTAL I I SUBTOTALS: I I $ 246,261.00 1 8" PVC (Open Cut) LF $ 245.00 22 $ 5,390.00 2 X 8" DIP (Open Cut) LF $ 270.00 35 $ 9,450.00 3 X 8" DIP x 20" Steel Casing (Bore) LF $ 776.00 131 $ 101,656.00 4 X 8" Gate Valve EA $ 3,000.00 2 $ 6,000.00 1117 5 Connect to EX 4" WL EA $ 7,800.00 1 $ 7,800.00 6 Above Ground Marker EA $ 150.00 1 $ 150.00 7 X Flush Mounted Cased Crossing Test Station EA $ 3,500.00 2 $ 7,000.00 8 Abandon Existing 4" LF $ 20.00 135 $ 2,700.00 (RELOCATION CONSTRUCTION SUBTOTAL I I SUBTOTALS: I I $ 140,146.00 1 8" DR 14 PVC (Open Cut) LF $ 245.00 57 $ 13,965.00 2 12" DR 14 PVC (Open Cut) LF $ 290.00 6 $ 1,740.00 3 X 8" Gate Valve EA $ 3,000.00 1 $ 3,000.00 4 X 12" Gate Valve EA $ 6,000.00 1 $ 6,000.00 5 2" Water Service Complete Install EA $ 9,500.00 1 $ 9,500.00 1118 6 Connect to EX 8" WL EA $ 8,200.00 1 $ 8,200.00 7 Cut/Plug 8" EA $ 2,000.00 1 $ 2,000.00 8 Abandon Existing 8" LF $ 24.00 508 $ 12,192.00 9 Rem & Salvage FH EA $ 1,000.00 1 $ 1,000.00 10 Rem & Salvage WM EA $ 400.00 7 $ 2,800.00 11 Rem & Salvage 6" Gate Valve EA $ 900.00 1 $ 900.00 (RELOCATION CONSTRUCTION SUBTOTAL I I SUBTOTALS: I I $ 61,297.00 1 6" PVC WL LF $ 225.00 62 $ 13,950.00 2 12" DR 14 PVC (Open Cut) LF $ 290.00 601 $ 174,290.00 3 X 6" Gate Valve EA $ 2,800.00 2 $ 5,600.00 4 X 12" Gate Valve EA $ 6,000.00 2 $ 12,000.00 5 X Install Fire Hydrant Assembly EA $ 10,000.00 1 $ 10,000.00 6 X Install Fire Hydrant Assembly>8' EA $ 18,000.00 1 $ 18,000.00 7 1" Water Service Complete Install EA $ 8,500.00 6 $ 51,000.00 1121 8 2" Water Service Complete Install EA $ 9,500.00 3 $ 28,500.00 9 X 6" Meter Vault w/ Bypass EA $ 75,000.00 1 $ 75,000.00 10 Connect to EX 12" WL EA $ 8,500.00 1 $ 8,500.00 11 Cut/Plug 12" EA $ 2,000.00 1 $ 2,000.00 12 Abandon Existing 12" LF $ 43.00 98 $ 4,214.00 13 Rem & Salvage FH EA $ 1,000.00 1 $ 1,000.00 14 Rem & Salvage WM EA $ 400.00 5 $ 2,000.00 15 Rem & Salvage 6" GV EA $ 900.00 1 $ 900.00 (RELOCATION CONSTRUCTION SUBTOTAL I I SUBTOTALS: I I $ 406,954.00 1 6" PVC LF $ 225.00 144 $ 32,400.00 2 X 6" DIP LF $ 255.00 20 $ 5,100.00 3 X 6" Gate Valve EA $ 2,800.00 1 $ 2,800.00 4 1" Water Service Complete Install EA $ 8,500.00 1 $ 8,500.00 1128 5 1.5" Water Service Complete Install EA $ 9,500.00 1 $ 9,500.00 6 Connect to Exist 12" WL EA $ 8,500.00 1 $ 8,500.00 7 Above Ground Marker EA $ 150.00 2 $ 300.00 8 Cut/Plug Exist 4" EA $ 2,000.00 1 $ 2,000.00 9 Rem & Salvage WM EA $ 400.00 2 $ 800.00 RELOCATION CONSTRUCTION SUBTOTAL SUBTOTALS: $ 69,900.00 1 MOBILIZATION EA $ 72,250.00 1 $ 72,250.00 SUBTOTALS: $ 72,250.00 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B DB CONTRACTOR CONSTRUCTION SUBTOTAL DB CONTRACTOR PROFESSIONAL SERVICES 1 DESIGN AND AS-BUILTS WATER (HALFF) 2 DB CONTRACTOR RELOCATION RELATED COST* �DB CONTRACTOR PROFESSIONAL SERVICES SUBTOTAL EASEMENT COSTS 1 PARCEL 500A - Easement Quitclaim Compensation Costs 2 PARCEL 500B - Easement Costs 3 WATER METER - Easement Costs (EASEMENT COSTS SUBTOTAL OWNER PROFESSIONAL SERVICES 1 UTILITY OWNER PLAN REVIEW 2 UTILITY OWNER INSPECTION 3 UTILITY OWNER POST-RELO & FINAL GRADE ADJUSTMENT I (OWNER PROFESSIONAL SERVICES SUBTOTAL NOTES SECTION * "DB Contractor Relocation Related Cost" subtotal is a percentage of the sum of construction subtotal plus design $ 1,468,788.00 LF $ 54.61 2081.00 $ 113,643.41 27.9% $ 1,582,431.41 $ 441,498.36 SUBTOTALS: I I $ 555,141.77 SF $ 15.00 525.00 $ 7,875.00 SF $ 15.00 232.00 $ 3,480.00 SF $ 5,000.00 5.00 $ 25,000.00 SUBTOTALS: I I $ 36,355.00 HRS $ 320.00 60 $ 19,200.00 HRS $ 320.00 300 $ 96,000.00 HRS $ 320.00 80 $ 25,600.00 SUBTOTALS: $ 140,800.00 Grand Total: $ 2,201,084.77 Less Salvage Credit: $ 1.00 Less Betterment $ - Adjusted Grand Total: $ 2,201,083.77 Elig. Ratio (% SPC Pays) 100.00% SPC Subtotal: $ 2,201,083.77 Utility Owner Subtotal: $ Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B Southeast Connector Project South -Point Constructors, J.V. Utility Adjustment Cost Estimate Utility Owner: Fort Worth JU-Number: SEC-U-0520-11 Relocation ID's 3112 J Utility Type: Sewer Eligibility Ratio: 100% Date Prepared: 8/26/2024 1 Prepared By: Nick Bjergo Relocation ID Line Item Buy America I Description Unit Unit Price Quantity Cost 1 8" C900 DR 25 PVC (Open Cut) LF $ 225.00 580 $ 130,500.00 2 8" SDR 26 PVC (Open Cut) LF $ 225.00 116 $ 26,100.00 3 4' SS Manholes EA $ 15,300.00 7 $ 107,100.00 4 Epoxy Liner VF $ 500.00 70 $ 35,000.00 5 Trench Water Stop EA $ 650.00 8 $ 5,200.00 6 Connect to Exist SS EA $ 6,500.00 2 $ 13,000.00 3112 7 8 Cut/Plug Exist 6" Cut/Plug Exist 8" EA EA $ 2,000.00 $ 2,000.00 2 1 $ 4,000.00 $ 2,000.00 9 Abandon 6" SS LF $ 22.00 702 $ 15,444.00 10 Abandon 8" SS LF $ 24.00 87 $ 2,088.00 11 Abandon Ex MH EA $ 4,000.00 4 $ 16,000.00 12 Rem/Salvage F&C EA $ 1,000.00 4 $ 4,000.00 13 Remove Exist CC/HMAC Paving SY $ 30.00 297 $ 8,910.00 14 Pre -CCTV Existing SS LF $ 3.00 773 $ 2,319.00 RELOCATION CONSTRUCTION SUBTOTAL SUBTOTALS: $ 371,661.00 1 MOBILIZATION EA $ 21,000.00 1 $ 21,000.00 $ 21,000.00 DB CONTRACTOR CONSTRUCTION SUBTOTAL $ 392,661.00 DB CONTRACTOR PROFESSIONAL SERVICES 1 DESIGN AND AS-BUILTS WATER (HALFF) LF $ 54.61 696.00 $ 38,008.56 2 DB CONTRACTOR RELOCATION RELATED COST* % 27.9% $ 430,669.56 $ 120,156.81 DB CONTRACTOR PROFESSIONAL SERVICES SUBTOTAL SUBTOTALS: $ 158,165.37 EASEMENT COSTS 1 PARCEL 501 - Easement Costs SF $ 15.00 2929.00 $ 43,935.00 2 PARCEL 506 - Easement Costs SF $ 15.00 353.00 $ 5,295.00 EASEMENT COSTS SUBTOTAL SUBTOTALS: $ 49,230.00 OWNER PROFESSIONAL SERVICES 1 UTILITY OWNER PLAN REVIEW HRS $ 320.00 40 $ 12,800.00 2 UTILITY OWNER INSPECTION HRS $ 320.00 150 $ 48,000.00 3 UTILITY OWNER POST-RELO & FINAL GRADE ADJUSTMENT HRS $ 320.00 40 $ 12,800.00 IOWNER PROFESSIONAL SERVICES SUBTOTAL I I SUBTOTALS: I I $ 73,600.00 NOTES SECTION * "DB Contractor Relocation Related Cost" subtotal is a percentage of the sum of construction subtotal plus design Grand Total: $ 673,656.37 Less Salvage Credit: $ - Less Betterment $ - Adjusted Grand Total: $ 673,656.37 Elig. Ratio (% SPC Pays) 100.00% SPC Subtotal: $ 673,656.37 Utility Owner Subtotal: $ Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement Section 7. TxDOT U-48 Form SEC-U-0520-11 Page 1 of 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement TxDOT U-48 Form N/A SEC-U-0520-11 Page 1 of 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 8. Utility Joint Use Agreement Form SEC-U-0520-11 Page 1 of 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Utility Joint Use Agreement Form N/A SEC-U-0520-11 Page 1 of 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement Section 9. Affidavit of Property Interests SEC-U-0520-11 Page 1 of 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SPD ROW-DFWC Rev. 11/2014 Pagel of 3 County: Tarrant CSJ No.: 0008-13-125 Highway: IH2O, I1820, US287 Limits: IH2O from Forest Hill Drive to Little Road; IH820 from IH2O to Brentwood Stair Road; and US287 from Sublett Road to Village Creek Road Fed. Proj. No.: F-2022(675) ROW Acct. No.: 0008-13-242 AFFIDAVIT Agreement No. SEC-U-0520-11 THE STATE OF TEXAS COUNTY OF TARRANT WHEREAS, the State of Texas, acting by and through the Texas Department of Transportation, herein called TxDOT, has deemed it necessary to make certain highway improvements on IH2O, I1-1820, and US287 in Tarrant County, Texas; and, WHEREAS, it is anticipated that the hereinabove mentioned improvements will affect the facilities of City of Fort Worth hereinafter called the Owner, at the following described locations: • Volume 5416 Page 610 o Water easement 10' in width 0 525 SQF o Southeast corner of IH820 and Meadowbrook Drive o Relocation ID 1117: 135 LF of 4" PVC waterline (X-25578) and; WHEREAS, TxDOT has requested that the Owner furnish to the information relative to interests that Owner holds in lands at each of the hereinabove referenced locations; NOW THEREFORE, before me, the undersigned authority, this day personally appeared Fernando Costa . who, after being by me duly sworn, did depose and say: That he is Assistant City Mana_eer of _City of Fort Worth_ the facts contained herein, and and, as such, has knowledge of SEC-U-0520-11 Page 1 of 3 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B �L Ar— SPD ROW-DFWC Rev. 11/2014 Page 2 of 3 That, to the best of his knowledge, said Owner is the owner of the following described interests in the hereinabove-indicated lands, copies of the instruments under which said Owner claims said interests being attached hereto and made a part hereof. Signature Fernando Costa Printed Name Assistant City Manager Title Cit_v of Fort Worth Company SEC-U-0520-11 Page 2 of 3 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SPD ROW-DFWC Rev. 11/2014 Page 3 of 3 Sworn to and subscribed before me this [Inset-t Seal] ARMIDA MARY GARCIA 2� `A4o Notary Public, State of Texas Comm. Expires 07-12.2028 %A"0;,,`� Notary ID 134989930 1, J� _..... d....... 11-01.ln/. *:1-i ).-)- / 'ZOT � day ofifikh4cr , A.D. 20_2-� . Notary 1 ublic, State of Texas SEC-U-0520-11 Page 3 of 3 150-� Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D0895667496 r! `�'ZZ-r3 N.5 M 9411ITT I NGTS Ili ,riy J`�.U0 '"d^a J� EL w�A� r That we 1 E. dollars ' Tarrant County, Texas, for and in consideration of and other valuable consideration paid by the City of Fort Worth, a municipal corporation of Tarrant County, Texas, receipt of which is hereby acknowledged, do grant,^bargain and con- ' vey to said City, its successors and assigns, the use and passage in and along the follow- �. E ing parcel or tract of land situated in Tarrant County, Texas, in accordance with th® plat hereto attached, to --wit: f 8 A A strip of land ten feet (101) wide within which to construct, operate and maintain a four inch (411) water main, with the usual appurtenances and necessary connections thereto, over, across and below Lot 3-11 of N. D. Whittington Addition in the City of Fort Worth, Tarrant County, Texas as recorded in volume 388-79, Page 36, of the plat records of Tarrant County, Texas; the centerline of said ten foot (101) wide strip of land being more particularly described as fellows: Beginning at a point in the north property line of Lotr3-R, N. D. Whittington Addition, said point being five feet (51) west of the northeast corner thereof, Thence proceed south, remaining five feet W) west of and parallel to the east property line of said Lot 3-R for a distance of one hundred ninety -to and fiftyss seven hundredths feet (192.571) to a point; Thence, west for a distance of eighty-six feet (861) to a point; Thence, S. 56*151 W. for a distance of one hundred twenty-one feet (1211) to a point; Thence, S. 78*30' w. for a distance of seventy five and seventy-five hundre feet (75.759 to a point, said point being the end of the centerline des herein. This ten foot (101) wide permanent easement contains approximately , 53• feet of area, z i . u i J 4 i i1 =r f r 4 y ' it is intended by these presents to convey a right-of-way to the said City of Fort Worth to maintain and construct the above improvements, with the usual Tights of ingress and egress in the necessary use of such right -of -sway„ in and along said promisee. WITNESS hand $J this, the 1 � � day of aikMA&LAA,_..., A.D. 19.1.-5.�• 44 spit I ` 4 �`•�Iwqi •'BJq VM �n1�rt•k�N�1! w"Nr�+••r, 'r•wl s. r,. _ r � ..,. . � r e I. .I �v1; y,•:ti i.. 5}v hAt :•�;. `+�i;ti•�5: y%�"r`ti � V�In +)) Oyu ,, l., ,ry �I, ;'�Y, j.•.•;.S�'2G: ;�r�;�?�.,�'.i'�j;�i"•k�..��,, [� "s ' rt �,+i '1 F •.i''`�\N +J� •j 0?0� 5��.7. r `�i,ki.,� ;, �•: •. �i rt •�I�`�1: ;,rs ".K ��G_^•P L> 'y' • � � Y , .►.[ nw ri' �.. ,L;'' z +•. �, .,r#.. "• •x,,i 1►.+,.�, ♦r. r �•'�+ ;'-,',<� �Y:^ .. k ,. ,� '� ���t tii (a�i .�._ I. '�+ >• �. �r L':p ,[`=, .. yy �r ,�,.';3, .y :: �� ��,..� � �•.•,��'�••�S •ti' �^ +1f1•ti'dy''",`,,';:. ,. t.3.• 4' �.. _ k ! i ..' • , ..ly' 4 :�_ ~-:' }i t� t-, -� r. ,q}•'�Y.. a''='••r �- fi.''.'.K!'.C.. .. Z's•,'�'a ✓h.�C a..t. -� '4 s.• } .` .'. is •a • Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B E ,,. �. :F +'r ,'�r, `ti ; Y ti�^'4: �' ` '•`'" '. 'h:.' - -." '�, ' + <: n r t. � iC '.� ` .v.<:.-,�. r r. ';c. '�:•:}; ]` �f Y•, F :.'�'. _ i �tj �•''�4 �1' � . � ' i'� W,-I:i �.. ;. ``� �r '.'"4.�?�.:�r%: �':ti'` � �,r tti'�'`` �"�, 'r';i�•1 , ,.��� ':or'�� •t. , 4 , r ti. •� ' .` r '.o r � ' ' , rr'� .w-r �. . a, � e� ,� � � ws • �'' ` $�' mix i i 111 � �, ".: 14 • tir' �'1 � � , � � ,ram.• L ��•� , tL C 'titer. X .r.�. r ...��••.,t�:; .7,s i:,•,-:. - r ,r ` •�-'' L �,=: v f 'r �.. .:'ti• M -,:d .�, i lLti,+i�� � �ri.�' , � a+; �+: i = .� : �: � �+" �ti":•.•� �. w : � � ♦'�' •; - u ti` .r� �1 h.ti`!'ti''A�, ,w• .;? .�N. �4,' ,t..`�, j \;ram h`''`•�+=��: '`Y'' nu '� .- r•r +«ii� "r._�- s a� •.,a�� , � ,�, ° �� ^ :r � ��i' � � .'�d _� '� T_, "•�� '. , _ e n,°�« '�' � �` yy8' •4P Al �bQ r I w NEsrB�,oa' LOT I . D. A11-11TTIAIGTON ADDIPON r ,. T L075 r ' , LOT 4. .LOT 3 5 r CITY WATER E D PARTA�ENT , , , • FORT WORTH. TEXAS Ao MA TER �SEMENT VOL54 6 PacE6111'', r � aS LC. !'- W' AM/. NA 7ZI2-- * !y c1AM 19r5 c%r.# i ..---� - �.�.Is I INNER" � ` ° .. _ � '�"� _��`` , Y 2 , �., ?k�"4..i,..�µ � ,, u�, Ms'.�'i,'�> ic'a„�4 .1 ` S-av ¢dRn.'*x•'.,; '� ac ¢ � , ,�° r ♦.J. �.E.,.� � -,•yA A Jai . Y _ d .�"�ki�"`sK�"��Er, 'i�4 .I7.,��=''`a. <��'' ,•'t'I>� ��''�;�'�1�. ��er, � ,��,�� �:�,.� ;"t'"'w.-.....w... � �„�,^^^.,�.k�,_,t�_�e<'.- .-.,r- �� H -1. - �wwtiw. � � ,� �� �-.. a•a. s� � , � � a _ _';f'' �.� ,�Yt "tea' � cwr a.: � e� .. a... Nw..,.. - - �..?�,e! '� f� .i. .. Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B voL 541 THE STATE OF LOUIS q6. PAGE 612 PARLSH OF QUACHITA BEFORE ME, the undersigned,, h atary Publfo in f or,: said Pgi�h and State, on this day personally appeared ' tom, known to me to me to be the person and officer whose going instrument and acknowledged to me that,the same wa is subscribed to the fore going CQRPORATIOIV a Texas c s the act of the said , orporation, and that he executed the same as the t act of such corporation for the purposes and consideration therein expressed and in the capacity therein stated. „ ' r GIVEN U 4 jb7ut', NDER M'Y HAND AND SEAL OF OFFICE this the 1973, , { My Commission Expires; day of K14ary Public in and for Quachita Par%h, ;,Louisiana , k 4z jj:. • �r � ' I J` 4 4 � s` t f, - � a , i, i - rr - 4 •yV. * M -[ to �7 n.\ SR : i�.,, ,~• •�'• •"• n�' •,� •i L'Yi.\..�'yi •��•.\;�\ '�1 4 .��• `+iti �J I • i•'r r i,��'•11. 4•J�.`\. �• .i..�. .Il �� K • �i' r �, S •♦ " t _ G `'�{.,. .,., -?:•::..•tii ��a i`�•b:.'*✓�•i . ,,,�; .* .y.:..� �Y"s.'1..;'.�in�;i r x ' � :'i. •�. .Y?�� Y. .y, �� .�• .1'i'�+.- r �^�. e, .• F "\•' yY r %°'. ��e t` .�,.�M�.e ,�t. ,s, ,t, .: +., •; •. .�..: �� _ ✓.qa': ! r', �•.' ��•' �'• .:�•:1' i t`'"w : ~•s�,rit,. ✓.•. .y ��t". .t a 1 e • :. �.• b .� - _ .�� �4 ., y . �t.. °'r4 �. _ '� CL ;,.'4et�•, c.. ;.v��•,,�.: ,h �; � � �„ '� t. w''3r}-. :" r�s:;,`,r �•..E'+,d� , ,•� �• ��'� ,1� .�.. 7Tvw ♦ � ,� •��`�S� •', ��.�,-`�w �a•��a,b ., { :..•�„ �.� �• �•,fi _^ ��w� .�: ��i ��� v w ,.a. �tii �, � �� .'�`''.'r•�J �,. , THE STATE OF TEAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, on this day known to me to be the person whose name is s becr acknowledged to me that executed the therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THE STATE OF COUNTY OF T appeared foregoing instrument, and oses and consideration A6D. 19 A Notary Public in and for Tarrant County, Texas BEFORE ME, they de igned authority, on this day personally appeared wife of , known to me to be the person whose name ig subscribed to the foregoing instrument, and having been examined by me privily and apart from her husband, and having the same fullq,explained--to her, she; the -said acknowledged such instrument to be her act and deed, and she declared that she had willingly ' signed the same for the purposes and consideration therein expressed, and that she did not wish to retract it. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS the ,„day of , A. D. 19 0. A Notary Public in and for Tarrant County, Texas �•,"v-'a�" ,�; "r �ct�'+y'°'b? ;,�c K�0-e�s ���., ��} �.+1 a, a. � T-.r _ .,�qJ.. d - .,.a°r ++;a ;, •- � �.y.. � ..,- , „ . _ ..�,� rr��1 rx ' � IIII I�I �I lill �M ' _�� -IIi IIII Ilhl�l lill 11 ill I illi _, Tsai'. ntT .�_ss:rTo r►Yaa IrxAr-gg1 am I' I let n zjvTmava "man «�tnrw,u*� ns*ta r�lrTatnn�leN�llt:yr Sit�TnSia�rn� a�r� n� f i �OUN7Y • ! .e Ge TARRAWW • fi haTLtt ``?.. slate and at the #�me s aphis f ped hereon MW dw s in the VDIume and Page of he UEM w x ' of Tarrant Cu y b r ` unty, Texas, as stamped herW4.bx 44, C t _ r r ` sii _ • { t i - »fir f/ C i ! !. .q' k y 4 u 01 '��:�M:°'i''•a'erX '4:�`A-'ASV'. ;r.N' .�5 .t+'.S+";w, e`•.�.Y°.i:+' .sr'_ ••i;.; .��•R'^.r�. i+ .y.�r...i..�kti�sti'�'�: 'y`l%4 1,•'i, •.v�f. ,k ••r,,y,� �,,.. t„.`r :�(•.:,r .�•. �i. .. ej :�� s. , , r•'` Y+ v;+. K• w'iy+.+ '`- j,� .^Yy, ',i+ 'i. •L r•�r• •+ ' S��` •t,• ,y.°i •k' , >q•, {•�,-�a:��f• ! •'%,Y �� ���•`. +.:•' +._"i's _ '�' ,�.'4.xr. y q.., r�. - .Y;: �;r,,�_, •` :�i�r`. _.~,_ti .`'. ,=� :�t��+•.�:C�i.•,�.1.,^ ��t, 'r _ .7;,`.�•' " 8617L995680ab 5dO8-8Eb b-LL8 6-OL6 dO4E 6 0U�ISII'JO1 ado�anu3 d Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B c N M M 0 O w 110 00 O ro O 0 v I 0 U v c v v c 0 v Ln U a., �o a� N U U Q O H � M Q o � 0 N �r -Z N � N N Ln 7 W W U_ PROP. 12" WL-1116A = II � I 1 . I '� Existsing City of Fort Worth 10'-Wide Water Easement I I I Volume 5416 Page 610 a a STA 1 +00.00 WL-1117 II I o CONNECT TO PROP. TEE OF I I WL-1115 AT STA 6+31.70 I STA 1 +29.76 WL-1117'- CONNECT TO PROP. 12 � �X I � STA 2+68.43 WL-1 i -- I I I BEGIN CASING INSTALL BY STA 2+60.49 WL-1117 DEFLECT 45000' " RT WL-1116 AT STA 1+00.00 I, x y END CASING INSTALL BY INSTALL. 1-450 BEND LAUR/E//I/DUSTR/ESLLC BEGIN 8" WL-1117 OTHER THAN OPEN CUT I 6324 ME7 D01�1/BROOKOR INSTALL FLUSH MOUNTED p8 OTHER THAN OPEN CUT W/ HORIZ TAL BLOCKING N=6957636.04 II 3 I N-6957 86.03 5AYcEWAYADD/T/ON #2 PROP. 12" WL-1115 I- CASED CROSSING TEST NSTALL FLUSH MOUNTED ' - LOTALL E=2361963.18 I �- I I CASED CROSSING TEST E=2 1944.57 -- STATION D-151 � N=6957624.69 I-.- - a-MM STATION D-151 -O-MM O-MM- - - -Ml�- - - - o E=2361944.57 N=6957493.97 PROP. PERM. 15' COFW WTR-PROF' FTW WTR-PRO^ I FTW D I I E=23619a4.57 WATER EASEMENT STA 1 +02.30 WL-1117 0 x STA 2+88.26 L-1117 INSTALL: 1-8" GATE VALVE - - �- - - - WL-1117 INSTALL: .26 W "REDUCER N-6957636.02 7.18 I , END 8" WL-1117 EXIST. 10' _ PROP. PERM. 15' COFW E=2361960.88 I I CONNECT TO EXIST. UTILITY WATER EASEMENT W �-- �--�� _ +u� LI ' „ I I f I I III �I 4 WL (X-25578) EASEMENT STA 1�+06.37 WL-1117 I i I I I 2+ � I a N=6957470.12 \� INSTALL: 1-8 CLEANING WYE x -25578 _&HjM-E=2361935.21 - INSTALL 131 LF 3/8" ii I _ *t N=6957635.97 THICK, 20" DIAMETER -X a 1M X O l -may X x- - - - - - - - E=2361956.81 - - STEEL CASING PIPE _ C0 I STA 2+62.49 WL-1117 STA 2+81.84 WL-1117 BY OTHER THAN OPEN o ' ' STA 1+18.61 WL-1117 / 1 NSTALL: 1-8 CLEANING WYE DEFLECT 45 00 00 LT o � � � CUT WITH 8" DIP � � 0 3 DEFLECT 89 22 50 LT [ I N=6957491.97 INSTALL: 1-45 BEND LL INSTALL: 1-900 WATE=2361944.57 W/ HORIZONTAL BLOCKING W/ HORIZONTAL BLOCKING CARRIER PIPE IM - l� EII Ah IAA I III L,J- -❑-MM- N=6957476.54 INSTALL ABOVE GROUND MARKER O STA 2+66.56 WL-1117 E=2361935.09 JI` N=6957635.84 INSTALL: 1-8" GATE VALVE 01s.��* � �X\� � � E=2361944.57 , a' I � m :f5: '~ � E-2361944.5� to O I o MERGEh'OLD/NGSLL 6300 MEADOIrUBROOWDR !� Q HITT/NGTON, N D SUBD/I//S/ON L I 640WL-1117 �i 640 ---------------------- 30 LF TRENCH REPAIR 131 LF 33 LF TRENCH REPAIR PER DETAIL C BY OTHER THAN OPEN CUT PER DETAIL C EXIST. GROUND/ FINISHED GRADE - - FINISHED GRADE 635 -- - -- - - ----- 635 - - - EXIST. 6" SEWER (A) r - - - (TO REMAIN) 1 - 6 LF 8" DIP EXIST. GROUND EXIST. 4" GAS (U) WL @ 3.37% 630 EXIST. 12" WATER (U) (ALREADY ABANDONJI� EXIST. 4" PVC WL --------------------- - ----- UNKN SLOPE--------------------------------------------------------------------630---- ----------------------------------------------------------, - 1 (TO BE ABANDONED) --- ------------------------ `EXIST. TELECOM (B)=, 1 @, ' (TO BE ABANDON EXIST. 4" GAS (U) 1 (TO BE ABANDONED) ' OP. 30" STORM 13 LF 9.45' 8" DIP WL _625 ' (4' MIN) � - �-�-- - -- -----@-75:84%- - 625 ------a-- 19 LF -- - 8" DR 14 4.30' PVC WL 6.11' Ln , @ -0.20 % 3 LF PROP. 12" WL-1115 8" DR 14 (2� M 2.07' @ -0.20% - PVC WL (2' MIN) 620--------------------------------------- @-99.06% r 11-7--- 147 LF 8" DIP WL 0.94% IN 131 LF 3/8" THICK 20" STEEL 615 CASING PIPE BY 615 ___________----------------------------------------------------------------------------------- ----------- ---- -- - f_ ------------- OTHER THAN OPEN CUT---------------------------------------------------------' ----------------------------- w ' w ' 1 610 610 - - ------------------------ ----------- H H - J J aj j W CO _U WU O J U Imp CL O ��z� d � tiUwLn N -ICLW(\ H� r-i� HH ti� �Ias Hw H H� H- z�2 �yz� p H a H Hw H- H� �-I W ,yW �m ��WU N �zON �W ,,�� ,ACC 605-�QCOCti� �Q� �J J� Jo oo� -�Q�� JLn 'IJ JQ Jo J� J= �� 605 ---------------------------------------------------- a a ,� O-- �' m �' II-------------------------- `n = 00�, M M k'~ W � � o Oo0O0OJp OopO M�00 �z0 �Wc} Qdl �W�U C� �U�U �opN �opn1 �aM 00Zd1 Na0'��H �N HN HN �N Uoo W z z J Z HO HO SO Do �-� ti Of -I N N N � N Co cy '-+ �,-I OI��C� OW�C� N N � N 00�N '��M � ��M ODUooto OJ1,O OJlO 'y~l0 N~J�10 N�W(n IOwW Vi C0J O �J10 Q0 l0 00 l0 0J Ul0 + LU LU + J + J + U + U J + = Q Q +~= Q + J + J + U + U + J= W z II ,yQ II "iQ II " J II "-j II ,yZl-U U Nv�l-U r,4 II NQ II N J II N J II NQaoz II QOOwp Q1� QIn QWCO QWL>a QW>_0 p Qz�� Qv QL,)R QW� QW� Q00 600 Lo0000 - cnzl- cnZF- tn�l- v)pZI- cnmml- cnwM UnZF- cnzl- cn01- cnpl- cnzLUU 600 0+00 1 +00 2+00 3+00 4+00 ISSUE RECORD ;■: halff SOUTHEAST CONNECTOR 0. DESCRIPTION DATE 0 RELEASED FOR CONSTRUCTION 08/28/2024 I TBPELS ENGINEERING FIRM #312 NEEDS SPC PROJECT File Name: SEC-S00-11-UT-33662.dgn Status: RELEASE FOR UTI LITI ES RFC SOUTHAPOINT Date: CONSTRUCTION WATER LINE RELOCATION 1117 08/28/2024 CONSTRUCTORS PLAN AND PROFILE STA 1+00.00 TO STA 2+88.26 Sheet:PLANOF 37 H 0 20 40 VO 4 8 SCALE IN FEET NOTES: 1. MINIMUM DEPTH OF COVER SHALL BE 48 INCHES FROM FUTURE AND PROPOSED SURFACE TO THE TOP OF PIPE, UNLESS OTHERWISE NOTED ON DRAWINGS. 2. ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL HAVE RESTRAINED JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS. 3. MINIMUM RESTRAINED LENGTHS: FOR 8" PVC: PLUGS TEES AND VALVES - 88 FT BENDS* 900 - 33 FT, 450 - 14 FT, 22.50 - 7 FT, 11.250 - 4 FT FOR 8" DIP: PLUGS TEES AND VALVES - 61 FT HORIZONTAL/VERTICAL UP BENDS* 900 - 57 FT, 450 - 24 FT, 22.50-12FT, 11.250-6FT VERTICAL DOWN BENDS* 900 - 122 FT, 450 - 51 FT, 22.50 -25FT, 11.250 -12FT (*LENGTH ON EACH SIDE OF BEND) WARNING EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIONAL NOTE ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. ®®� ooAxx OF T �� °RONALD G. KING° ° ° ° 81073 P4p� �° T E N ® �NAL �® oo 08/28/2024 F' Texas Department of Transportation © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. R DRAWNN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SHEET E T CHECKED TEXAS FT. WORTH TARRANT LMH I CONTROL SECTION JOB S00-UT-33662 APPROVED RGK 0008 13 125, etc 0) 00 N ON Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement Section 10. Utility No Conflict Sign -off Forms SEC-U-0520-11 Page 1 of 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B Ar— �r Texas Department of Transportation Form DB-ROW-USO-UM REV 07/2018 Page 1 of 1 DB Contractor's Utility Manager Utility No Conflict Sign -Off Form Utility Manager: Kevin McMinniman. DB Contractor -Authorized Representative On Behalf of the Utilitv Manaser Date plans received: 8/28/24.9/4/24 Utility Company: Citv of Fort Worth Assembly "U" number: SEC-U-0520-11 Type of Utilities: Water & Wastewater Date on Utility's plans: 8/28/24. 9/4/24 No. of sheets in Utility's plans: 37, 19 I, Kevin McMinniman, 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: Signed by: Vu h6kiv Iu,matfu 10/14/2024 Utility Manager: 1�ATMP7RinlAAA1 (UM) Date Kevin McMinniman DB Contractor -Authorized Representative On Behalf of the Utility Manaeer DocuSigned by: Utility Design V hVitr 10/11/2024 Coordinator: A030C 6R7gn3naln (UDC) Date Jeffrev Hunter, P.E. Utility Coordination Firm: CSJ Ensineerina Associates. LLC This form must be completed/signed and included in each Utility Assembly submitted to the Texas Department of Transportation. Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B Ar— �r =... Texas Department of Transportation Form DB-ROW-U-USO-UDC REV 07/2018 Page 1 of 1 DB Contractor's Utility Design Coordinator Utility Design Coordinator: Date plans received: Utility Company: Assembly "U" number: Type of Utilities: Date on Utility's plans: Utility No Conflict Sign -Off Form Jeffrev Hunter. P.E. 8/28/24. 9/4/24 Citv of Fort Worth SEC-U-0520-11 Water & Wastewater 8/28/24, 9/4/24 No. of sheets in Utility's plans: 37, 19 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: Docc'uSigned by: 4p UA030C6R79D3D410 am(( tr 10/11/2024 Utility Design esign Coordinator: Date (UDC) Jeffrev Hunter. P.E. Utility CSJ Enaineerins Associates, LLC Coordination Firm: This form must be completed/signed and included in each Utility Assembly submitted to the Texas Department of Transportation. Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement Section 11. Abandonment Letter SEC-U-0520-11 Page 1 of 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B FORTWORTU,') Attn: Mr. David M. Salazar, P.E. From: Chris Harder, P.E. Date: 10/17/2024 Subject: City of Fort Worth Water & Wastewater Facility Abandonment (See P&P Sheets) Relocation IDs 1115 [X-15340], 1116 [X-UNKN], 1117 [X-25578], 1118 [X- 09880], 1121 [X-09505, X-09880], 1128 [X-09505], 3112 [X-05428, X-06223, X-06177] 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 490 linear feet of existing 12" Cl water line (Relocation ID 1115, X-15340). The 12" Cl water line (Relocation ID 1115) will be abandoned in place where it crosses IH820 at Meadowbrook Drive at approximately BL Station 561+72. The 12" Cl water pipe (Relocation ID 1115) is 64 years old. The City proposes to abandon in place and grout approximately 372 linear feet of existing 12" Cl water line (Relocation ID 1116, X-UNKN) and approximately 70 LF of existing 6" Cl water line (Relocation ID 1116, X-UNKN). The 12" Cl water line (Relocation ID 1116) will be abandoned in place on the east side of IH820 where it runs under Meadowbrook Drive west/east from approximately Meadowbrook Drive Station 18+28 to approximately Meadowbrook Drive Station 22+03, and the 6" CI water line (Relocation ID 1116) will be abandoned in place on the east side of IH820 starting in the middle of Meadowbrook Drive and running north/south down McGee St. at approximately Meadowbrook Drive Station 21+10. The age of the 12" and 6" Cl water pipes (Relocation ID 1116) is unknown. The City proposes to abandon in place and grout approximately 135 linear feet of existing 4" PVC water line (Relocation ID 1117, X-25578). The 4" PVC water line (Relocation ID 1117) will be abandoned in place on the east side of IH820 starting in the middle of Meadowbrook Drive at Fort Worth WATER DEPARTMENT THE CITY OF FORT WORTH * 200 TEXAS STREET * FORT WORTH, TEXAS 76102 817-392-8240 * Fax 817-392-8195 YY69 •1Y93.2{I77 �,'-, Printed mi recycled paper Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B FORTWORTH. "4`14 approximately Meadowbrook Drive Station 18+28 and running south outside of public ROW onto private property. The 4" PVC water pipe (Relocation ID 1117) is 51 years old. The City proposes to abandon in place and grout approximately 55 linear feet of existing 8" CI water line (Relocation ID 1118, X-09880). The 8" Cl water line (Relocation ID 1118) will be abandoned in place where it runs south/north along the west side of IH820 north of Meadowbrook Drive from approximately IH820 FR Station 566+36 to approximately IH 820 FR Station 566+92. The 8" CI water pipe (Relocation ID 1118) is 54 years old. The City proposes to abandon in place and grout approximately 90 linear feet of existing 12" PVC water line (Relocation ID 1121, X-09505) and approximately 453 linear feet of existing 8" Cl water line (Relocation ID 1121, X-09880). The 12" PVC water line (Relocation ID 1121) will be abandoned in place on the west side of IH820 where it runs west/east under Meadowbrook Drive from approximately Meadowbrook Drive Station 12+15 to approximately Meadowbrook Station 12+89, turning to the northeast and running to approximately Meadowbrook Drive Station 13+10, then turning back to the east and running to approximately Meadowbrook Drive Station 13+40, and the 8" Cl water line (Relocation ID 1121) will be abandoned in place where it runs south/north along the west side of IH820, starting at Meadowbrook Drive, from approximately IH820 FR Station 561+77 to approximately IH820 FR Station 566+36. The 12" PVC water pipe (Relocation ID 1121) is 33 years old, and the 8" CI water pipe (Relocation ID 1121) is 54 years old. The City proposes to abandon in place two water meters (Relocation ID 1128, X-09505). The two water meters (Relocation ID 1128) will be abandoned in place on the west side of IH820 on the south side of Meadowbrook Drive at approximately Meadowbrook Drive Station 11+50. The two water meters (Relocation ID 1128) are 33 years old. The City proposes to abandon in place and grout approximately 82 linear feet of existing 6" Concrete wastewater line (Relocation ID 3112, X-05428), approximately 69 linear feet of existing 6" Concrete wastewater line (Relocation ID 3112, X-06223), and to abandon in place and grout approximately 489 linear feet of existing 8" Concrete wastewater line and abandon in place and fill with CLSM three manholes on the west side of IH820, said manholes being located as follows: 1. a manhole on the west side of IH820 on the southwest corner of Meadowbrook Drive and IH820 at approximately IH820 FR Station 561+15; 2. a manhole on the west side of IH820 on the northwest corner of Meadowbrook Drive and IH820 at approximately IH820 FR Station 561+77; and 3. a manhole on the west side of IH820 north of Meadowbrook Drive at approximately IH820 FR Station 566+65 (Relocation ID 3112, X-06177). The 6" Concrete wastewater line (Relocation ID 3112, X-05428) will be abandoned in place on the west side of IH820 where it runs west/east under the south side of Meadowbrook Drive from approximately Meadowbrook Drive Station 12+25 to approximately Meadowbrook Drive Station 13+06, the 6" Concrete wastewater line (Relocation ID 3112, X-06223) will be abandoned in place where it runs east/west along the north Fort Worth WATER DEPARTMENT THE CITY OF FORT WORTH * 200 TEXAS STREET * FORT WORTH, TEXAS 76102 817-392-8240 * Fax 817-392-8195 YY69 •1Y93.2{I77 �,'-, Printed mi recycled paper Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B FORTWORTH. side of Meadowbrook Drive from approximately Meadowbrook Drive Station 13+34 to approximately Meadowbrook Drive Station 12+67, and the 8" Concrete wastewater line (Relocation ID 3112, X-06177) will be abandoned in place where it runs south/north along the west side of IH820 from approximately IH820 FR Station 561+15 to approximately IH820 FR Station 566+65. The 6" Concrete wastewater pipe (Relocation ID 3112, X-05428) is 68 years old, the 6" Concrete wastewater pipe (Relocation ID 3112, X-06223) is 63 years old, and the 8" Concrete wastewater pipe (Relocation ID 3112, X-06177) is 64 years old. The abandonment exhibit for these relocations is included in the associated plan sets as sheet S00- UT-33655 (Package 11A) and sheet S00-UT-33705 (Package 1113). 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). /p'S'i lg�nyed by: yI `S hd, I^ Signed 7, �:, Fort Worth �auiMetaNY 190 1993. 2fl11 Chris Harder, P.E. Director, Water Department City of Fort Worth Date 10/17/2024 WATER DEPARTMENT THE CITY of FURT WORTH * 200 TEXAS STREET * FoRT WORTH, TExas 76102 817-392-8240 • Fax 817-392-8195 C. Printed o recycled Payer Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement Section 12. Quitclaim Deed SEC-U-0520-11 Page 1 of 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B FORTWORTH.',') 10/23/2024 Mr. David M. Salazar, Jr., P.E. District Engineer 2501 S.W. Loop 820 Fort Worth, Texas 76133 Re: Southeast Connector SEC-U-0520-11; Quitclaim of Existing Property Interests (Volume 5416 Page 610, Water easement 10' wide, approximately 525 SQF) Dear Mr. Salazar: This letter is to inform you that the City of Fort Worth will provide an executed Quitclaim Deed to TxDOT for each existing utility property interest upon completion of the adjustment work as described in the Utility Assembly SEC-U-0520-11 and shown on the included Utility Adjustment Plans. The relevant existing utility property interests have been documented in the Affidavit of Property Interest provided in the Utility Assembly. The Quitclaim Deed shall be executed and submitted to the DB Contractor within 60 Days of acceptance of our adjusted facilities. The existing utility property interests will be relinquished in accordance with Section 15(d) of the Utility Agreement. If you need further information, do not hesitate to contact me. Sincerely, E DoculSigned by: DD66A6456E6D401... Fernando Costa Assistant City Manager Fort Worth Nowmay WATER DEPARTMENT THE CITY OF FORT WORTH * 200 TEXAS STREET * FoRT WORTH, TEXAS 76102 817-392-8240 * Fax 817-392-8195 YY69 •1Y93.2{I77 �,'-, Printed mi recycled paper Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B Notice of Confidentiality Rights: If you are a natural person, you may remove or strike any of the following information from this instrument before it is filed for record in the public records: your Social Security Number or your Driver's License Number. Texas Department of Transportation Form ROW-N-30 (Rev. 07/14) Page 1 of 2 NOTE: THIS FORM IS INTENDED SOLELY FOR USE BY THE TEXAS DEPARTMENT OF TRANSPORTATION. USE OF THIS FORM BY PRIVATE PARTIES ATTEMPTING TO QUITCLAIM OR CONVEY PROPERTY MAY RESULT IN THE UNINTENDED CONVEYANCE OF THE GRANTOR'S INTEREST TO THE STATE OF TEXAS. QUITCLAIM DEED THE STATE OF TEXAS § ROW CSJ: CSJ-R-0008-13-242 COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: That, City of Fort Worth of the County of Tarrant, State of Texas, hereinafter referred to as Grantors, whether one or more, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration to Grantors in hand paid by the State of Texas, acting by and through the Texas Transportation Commission, the receipt of which is hereby acknowledged, and for which no lien is retained, either expressed or implied, have Quitclaimed and do by these presents Bargain, Sell, Release and forever Quitclaim unto the State of Texas all of Grantors' right, title, interest, claim, and demand in and to those certain tracts or parcels of land, situated in the County of Tarrant, State of Texas, more particularly described below and shown in the following attached documents, which said documents are incorporated herein for any and all purposes. City of Fort Worth agrees to quitclaim all property interest associated with Volume 5416 Page 610 (Water easement 10' wide, approximately 525 SQF) that is now located within TxDOT ROW on the following parcels of land: - Parcel 500A in ROW CSJ 0008-13-242 (see attached Exhibit) TO HAVE AND TO HOLD for said purposes together with all and singular the rights, privileges, and appurtenances thereto in any manner belonging unto the said State of Texas forever. IN WITNESS WHEREOF, this instrument is executed on this the day of Fernando Costa Assistant Citv Manager Citv of Fort Worth SEC-U-0520-11 Page 1 of 2 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B Form ROW-N-30 (Rev. 07/14) Page 2 of 2 Acknowledgement State of Texas County of Tarrant This instrument was acknowledged before me on by Fernando Costa, Assistant Citv Manager of the Citv of Fort Worth Notary Public's Signature Corporate Acknowledgment State of Texas County of This instrument was acknowledged before me on of corporation, on behalf of said corporation. SEC-U-0520-11 Notary Public's Signature by Page 2 of 2 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B Parcel 500A I-820 ROW CSJ: 0008-13-242 January 31, 2020 Revised April 3, 2020 Exhibit A, Page 1 of 5 Being 0.290 acres of land, more or less, situated in the County of Tarrant, State of Texas, and being out of the J.E. Brandon Survey, Abstract Number 209 and the Isaac Carodine Survey, Abstract Number 357, and being a portion of a tract of land described as "Tract 2" in the deed to Merge Holdings, L.L.C., recorded in Instrument Number D207455980 of the Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.), and being a portion of Lot 3-R of the Whittington Addition, an addition to the City of Fort Worth, Tarrant County, Texas, recorded in Volume 388-79, Page 36 of the Plat Records, Tarrant County, Texas, (P.R.T.C.T.), of which 0.290 acres of land, more or less, is more particularly described as follows: COMMENCING at a 1/2 inch iron rod found for the most southerly corner of a tract of land described in the deed to Jyothi Charyulu, recorded in Instrument Number D218281455 of said O.P.R.T.C.T. and Lot A of Block 1 of the F. E. & Mamie Wolfe Addition, an addition to the City of Fort Worth, Tarrant County, Texas, recorded in Volume 388-1, Page 567, of said P.R.T.C.T., also being the intersection of the existing north right-of-way line of Norma Street, a 50-foot wide right-of-way, and the existing east right-of-way line of Malcomb Street, a 50-foot wide right-of-way; THENCE North 43°29'11" West, along the existing east right-of-way line of said Malcomb Street and the south line of said Charyulu tract and said Lot A, a distance of 32.18 feet to a 1/2 inch iron rod found at the intersection of existing east right-of-way line of said Malcomb Street and the existing east right-of-way line of Interstate 820 (I-820), a variable width right-of-way; THENCE North 24°05'24" East, along the existing east right-of-way line of said I-820 and the west line of said Charyulu tract and said Lot A, a distance of 68.30 feet to a 3/4 inch iron rod found for an angle point; THENCE North 32'55' 11" East, along the existing east right-of-way line of said I-820 and the west line of said Charyulu tract and said Lot A, a distance of 104.52 feet to a 1/2 inch iron rod found for the southwest corner of said Merge Holdings tract and said Lot 3- R and the POINT OF BEGINNING, at Sta. 557+69.40, 174.84 feet right and having Texas State Plane Coordinate System, N.A.D. 83 (2010), North Central Zone (4202), surface coordinates of North 6,957,181.95, East 2,361,597.66; Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B Parcel 500A I-820 ROW CSJ: 0008-13-242 January 31, 2020 Revised April 3, 2020 Exhibit A, Page 2 of 5 1) THENCE North 28°52'57" East, along the existing east right-of-way line of said I-820 and the west line of said Merge Holdings tract and said Lot 3-R, a distance of 420.34 feet to a calculated point for the northwest corner of said Merge Holdings tract and said Lot 3- R, also being the intersection of the existing east right-of-way line of said I-820 and the existing south right-of-way line of Meadowbrook Drive, a variable width right-of-way, from which a cotton spindle found bears South 87°41' 13" West, a distance of 1.08 feet; 2) THENCE North 89°17'04" East, along the existing south right-of-way line of said Meadowbrook Drive and the north line of said Merge Holdings tract and said Lot 3-R, a distance of 139.95 feet to a 5/8 inch iron rod with yellow plastic cap stamped "SAM LLC" set for the northeast corner of said Merge Holdings tract and said Lot 3-R and the northwest corner of a tract of land described in the deed to Laurie Industries, LLC, recorded in Instrument Number D210178206 and Safeway Add'n No. 2, an addition to the City of Fort Worth, Tarrant County, Texas, recorded in Volume 388-58, Page 650, of said P.R.T.C.T.; 3) THENCE South 00°33'21" East, along the east line of said Merge Holdings tract and said Lot 3-R and the west line of said Laurie Industries tract and said Safeway Add'n No. 2, a distance of 52.16 feet to a 5/8 inch iron rod with pink plastic cap stamped "TxDOT Survey Marker Right Of Way"** set in the proposed east right-of-way line of said I-820; 4) THENCE South 89°04'52" West, along the proposed east right-of-way line of said I-820 and across said Merge Holdings tract and said Lot 3-R, a distance of 134.37 feet to a 5/8 inch iron rod with pink plastic cap stamped "TxDOT Survey Marker Right Of Way"** set for corner; 5) THENCE South 64°45'28" West, along the proposed east right-of-way line of said I-820 and across said Merge Holdings tract and said Lot 3-R, a distance of 31.79 feet to a 5/8 inch iron rod with pink plastic cap stamped "TxDOT Survey Marker Right Of Way"** set for corner; Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B Parcel 500A I-820 ROW CSJ: 0008-13-242 January 31, 2020 Revised April 3, 2020 Exhibit A, Page 3 of 5 6) THENCE South 28°52' 17" West, along the proposed east right-of-way line of said I-820 and across said Merge Holdings tract and said Lot 3-R, a distance of 344.74 feet to a 5/8 inch iron rod with yellow plastic cap stamped "SAM LLC" set for the northeast corner of said Charyulu tract and said Lot A, and the northwest corner of a tract of land described in the deed to Clyde Roy Rogers and Kelly Lynn Rogers, recorded in Volume 10597, Page 1470 of the Deed Records, Tarrant County, Texas (D.R.T.C.T.) and Lot B of said Block 1, also being in the south line of said Merge Holdings tract and said Lot 3-R; 7) THENCE South 89°50'40" West, along the south line of said Merge Holdings tract and said Lot 3-R and the north line of said Charyulu tract and said Lot A, a distance of 13.91 feet to the POINT OF BEGINNING, containing 12,623 square feet (0.290 acres) of land, more or less. NOTE: Survey sketch to accompany this legal description. NOTE: Bearings are based on NAD 83 Datum, Texas State Plane Coordinate System, North Central Zone, with all distances and coordinates adjusted to surface by project surface factor of 1.00012. ** The monument described and set in this call may be replaced with a TxDOT Type II Right of Way Marker upon the completion of the highway construction project under the supervision of a Registered Professional Land Surveyor, either employed or retained by TxDOT. That I Eric A. Kreiner, a Registered Professional Land Surveyor in the State of Texas, hereby states that this survey was made from an actual on the ground survey made in December, 2019 under my supervision, that all monuments exist as shown hereon and this survey substantially conforms with the current professional and technical standards as set forth by the Texas Board of Professional Land Surveying. ERIC .....•...:N Eric A. Kreiner �';q9 5320 Registered Professional Land Surveyor o`'P'pQ TBPLS Firm 1064300 SURVEy Surveying And Mapping, LLC (SAM) 1301 W. Mockingbird Lane, Suite 40OW Dallas, Texas 75247 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4DO89566749B MATCHLINE PAGE 5 OF 5 STATE OF TEXAS (� 1 PARCEL NO. 85 V VOL. 3284. PG. 353 O' D.R.T.C.T. �� 3`• STATE OF TEXAS PARCEL NO. 86 VOL. 3394, PG. 662 P.O. B. oy�' D. R. T. C. T. 1/2• IRF �>t Nj6957181.95 E.2361597.66 Q 557.69.40 174.84' RT 1-820 BASELINE / —• L2 I STATE OF TEXAS PARCEL N0. 128 � ,t VOL. 33/1, PG. 304 D. R. T. C. T. 3/4 /RF LOT A JYOTHICHARYULU /a INST. NO. D218281455 0.P.R.T.C.T. Xx ISAAC CARODINE SURVEY ABSTRACT NO. 357 LOT 3-R WHITTINGTON ADDITION VOL. 388-79. PG. 36 P. R. T. C. T. TRACT 2 MERGE HOLDINGS. L.L.C. INST. NO. D207455960 0. P.R. T. C. T. 6' UTILITY ESMT / VOL. 366.79. PG. 36 — — — — � P.R.T— T. — — — — LOT D LOT C LOT B I BLOCK I F. E. & MAMIE WOLFE ADDITION VOL. 388-I. PG. 567 CLYDE ROY P.R.T.C.T. I ROGERS AND LOT E KELLY LYNN ROGER VOL. 10597. PG. 1470 D.R.T.C.T. C T ,19- 1/2' IRF R E o, o A 5 RMOE .W-) aF� \ ND 0 Woe I .pJ'J • P.o.C. 1 IRF N.,1 :6957008.52 E:236/535./2 Legal description to accompany this survey sketch. NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (NAD 83)(2010), with oil distances and coordinates adjusted to surface by project surface factor of 1.00012. LEGEND 0• 5/8" IRON ROD W/ YELLOW PLASTIC CAP STAMPED "SAM LLC" SET,PK NAIL SET OR X-CUT SET ❑� 5/8" IRON ROD W/ PINK PLASTIC CAP STAMPED "TXDOT SURVEY MARKER RIGHT OF WAY" SET, MAY BE REPLACED W/TYPE IIMONUMENT AT THE END OF CONSTRUCTION •• MARKER FOUND "AS NOTED" A • CALCULATED POINT O.P.R.T.C.T. • OFFICIAL PUBLIC RECORDS TARRANT COUNTY, TX. D.R.T.C.T.• DEED RECORDS TARRANT COUNTY,TX. P.R.T.C.T.• PLAT RECORDS TARRANT COUNTY,TX. P.O.C. • POINT OF COMMENCING P.O.B. • POINT OF BEGINNING R • PROPERTY LINE • SURVEY LINE `r • FEE HOOK FH ACCESS DENIAL LINE (A.D.L.) ©tozo ZoransporTexas Det tation LINE TABLE LINE BEARING DISTANCE 1 Ll N43.2911rw 32.18' 1 N L2 S89.50'40'W /3.9/' 1 25 0 12.5 25 50 GRAPHIC SCALE SCALE: 1" • 50' TARRANT COUNTY,TEXAS TBPLS FIRM- 10064300 PAGE STATE PAGE 4 OF 5 TEXAS CCSJ RCSJ PARCEL 500A MERGE HOLDINGS, LLC [11W49.1 N MGMI DIST, COUNTY HIGHWAY NO. I TARRANT 1-820 CONT. SECT. JOB 0008 13 125 0008 13 242 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4DO89566749B LINE TABLE LINE BEARING DISTANCE L3 N28.52'57°E 420.34' I — L4 S87.4I'13'W 1.08' L5 N89.17'04•E 139.95' 7 L6 S64°45'28"W 31.79' J . E . BRANDON SURVEY SPATE PARCEL TEXAS—� L N0. 83 ABSTRACT NO 209 VOL. D. T.4. PG. 53/ D. R. C. r. MEADOWBROOK DRIVE f VAR/ABL E W/D TH R. O. W. J SEE DETAIL --------------------------- - -- DETAt "A' / CorTON ` I STATE OF TEXAS rl L6 SPINDLE FND� �L4 L5 � v / NOT To SCALE �• 0. lb p STATE OF TEXAS PARCEL NO. 85 VOL. 3284, PG. 353 D.R.T.C.T. PARCEL NO. 84 VOL. 3390. PG. 584 D.R.T.C.T. N8977'04'E 139.95' "A" e S89'04'52•W 134.37' LOT 3-R WHITTINGTON ADDITION VOL. 388-79. PG. 36 P.R. T.C. T. TRACT 2 MERGE HOLDINGS, L.L.C. INST. NO. D207455960 0.P.R.T.C.T. I SAAC CARODI NE SURVEY ABSTRACT NO. 557 MATCHLINE PAGE 4 OF 5 P.O.B. Legal description to accompany this survey sketch NOTE: Basis of bearing is the Texas State Plane Coordinate System, North Central Zone (4202), North American Datum 1983 (NAD 83)(2010), with oil distances and coordinates adjusted to surface by project surface factor of 1.00012. LEGEND 0-STET. • 5/8" IRON ROD W/ YELLOW PLASTIC CAP STAMPED V/"N �G\STFy•..-�9 "SAM LLC" SET,PK NAIL SET OR X-CUT SET ❑� 5/8" IRON ROD W/ PINK PLASTIC CAP STAMPED / "TXDOT SURVEY MARKER RIGHT OF WAY" SET, MAY 1 BE REPLACED W/TYPE IIMONUMENT AT THE END OF CONSTRUCTION •• MARKER FOUND "AS NOTED" A • CALCULATED POINT O.P.R.T.C.T. • OFFICIAL PUBLIC RECORDS TARRANT COUNTY, TX. D.R.T.C.T.• DEED RECORDS TARRANT COUNTY,TX. P.R.T.C.T.• PLAT RECORDS TARRANT COUNTY,TX. P.O.C. • POINT OF COMMENCING P.O.B. • POINT OF BEGINNING R • PROPERTY LINE • SURVEY LINE `r • FEE HOOK FH ACCESS DENIAL LINE (A.D.L.) ©tozo ZoransporTexas Det tation ERIC A. KREINER %;.a 5320 �6SUR�� 10' DEDICATED FOR STREET WIDENING VOL. 388-58. PG. 650 ` -) P,R.T.C,T, W N zp M N �Ln L7 LAURIE INDUSTRIES. LLC J`�� INST. NO. D210178206 0.P.R.T.C.T. SAFEWAY ADD'N 80. 2 VOL. 388-58. PG. 650 P.R.T.C.T. l� J I I 11�I TRACT 2 (- MERGE HOLDINGS. L.L.C. INST. N0. A2074559180 LOT 3•R O.P.R.T•C.T. WHITTIWTOY ADDITION VOL. 38 TP36 R. T.C.T. NOT TO SCALE TBPLS FIRM- 10064300 PAGE STATE PAGE 5 OF 5 TEXAS CCSJ RCSJ 25 0 12.5 25 50 GRAPHIC SCALE SCALE: 1" • 50' TARRANT COUNTY,TEXAS PARCEL 500A MERGE HOLDINGS, LLC [104901LZiMi DIST, COUNTY HIGHWAY NO. FTW TARRANT 1-820 CONT. SECT. JOB 0008 13 125 0008 13 242 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement Section 13. ROW Maps SEC-U-0520-11 Page 1 of 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4DO89566749B SEE PAGE 59 FOR DETAILS A THROUGH H _ r' - ------------------------ ----------I----------- I---------'T'-'�'-_--ter------ --- --------- ---------- r--------- - Dy267O 32' fRTI-555.00 N28'S217'E 5�'• -� - - - L-1,745.04' ISAAC CARODINE SURVEY- - J. BRAN�ON SURVEY R-3, 819.72 STATE OF TEXAS `, \ ` = / CB-NI5'47.OrE „ ABSTRACT NO. 357 „STATE O T xAS � .�1 � � A TRACT NO. 209 _ CD•1, 729.90 Q• R. T• C. T. STATE OF TEXAS / - 1_820 / PARCEL NO. 85 ] / STATE OF TEXAS I� _ ' 1 / VOL. 3264. PG. 353 , 1 PARCEL NO. 94 / a BLOCKLOT I I , (VARIABLE WIDTH R.O.W.1 ❑.R.T.C.T. , VOL. 3307, PG. 210 �S`rAT OF TE1As PRI p,R,T.C.T. P L NO. 9_,-A REL F.E. & MAMrE wdLFE ADDITION -VOL. 39, PG. 3 STF LOT 6-A / EXISTING FORT WORTH BLOCK 3 VOL. 388-96, PG. 11 L - _ P.O.B. / / / TO BE ABANDONED , / / R.T'C.� SEE F.E. NAA!!E woLFE ADDITION P. R, r, Cr. 4 9 9 - PARCEL ^ / VOL. 3390. PG. M4 DETAIL "E " P.O.W. , 557.69.40 D•R•T•C•T• 5EE VOL. 388-1, PG. 335 PARCEL 499 _ - p4•gq PT rr4, 9MY'92 Glk A, p, L. N28'58'O6'E 555•BP.6a L - . DETAIL "A" IJ5 P EL 5Q jj.& P.R. T. C. T. srr ra>.00 Rr rrrrRr . t3� srxrRF ST2 N28 56` 2'E� s ss5•ss.� =C1.__ �.�.177.44' w. EXISTING R.O.W. LINE .N28'52'57"E 420.34' ---sr3 sre+RF I89.1 _ �5•�� _ L26- rxnar TYPE rr ` EXISTING _� - L6-� , L5 ❑►-� r 0sT4 wh +/z�R� V �'' o - ►roN wrsRAss R.O ,W. LINE ' - . N28 52`r7'E 344.74' ` Z A11PED / Gas LOT 16 aiH° +41 ... 55r•eP.4n1 + •ICUT sEr �� p�. v UKA4 ��o-pos'(9 OW9 OW12 TROY JOHN5QIY- W q -ti PaUr C t a99 a LOT A �rar , R. O.WPRO�LINE ► 1 Gam,; Oil ■ , Ao�� t soPA soze a sazc �L(NST. NO. D2172 � � PARCEL 5IX1A OW! / PROPOSED FORT WORTH o ❑ 9 _ 50 0 25 50 1'0 GRAPHIC SCALE SCALE 1" - 100' TARRANT COUNTY,TEXAS D FORT WORTTE OF TEXAS ION 1115 p EL NO. NO. 99 3156. PG. 624 502 8 D. R. T. C. T. SEE ,DETAIL "F" U U LOT I ^6413 OW13 NEW VICTORIOUS qy / , s .o- 01YELLOW CAP -. -- - �O.P,R.T.C.T, 1< !1zJRF RELOCATION 1117`X / 5EE / , BAPTIST CHURCH 'I t1 H£957008.52 LOT B STA 561,74 TO 563.32 Cn P• 8• r % O'EO'BrNTTA1N & VOL. 12754, PG. 161 ''' �` E�361535.rP 01#2 / � l LOT 3-R v+ Pit ,T5 C'� .2 I : /�`i��•� °i 77556.71 � rr21RP 9 0 Q D. R. T. C. T. 2a2.rr b^ �N , E-*3&�68.E+ 5 + ' 1rP'MaF PLI WHITTINGTON ADDITION EXISTING FORT WORTH N 2 RT LINE TABLE LOT A VOL. 388-79" PG. 36 TO BE -ABANDONED. ,` , -@ ��� tLv LOT 15 LINE BEARING DISTANCE LOT C 1 P. R. T. C. T [�i� * l 1 J LOT r '!rc, MITCHEN RENTALS. LLC PARCEL °�CD �� tp7 2 0W4 �1. r, P.D.a. OWId -'t INST. NO. D2I9223215 5/8++F LI N43"291rW 17.65 BLOCK 4 OW 3 PARCEL 5" 1 3 d 2 A / N£�57w.ar . b PK 11w, sF , 0. P. R. T. C. T OW14 L2 N43 29 II"W 14.53 F. E. & MAMIE / ��&�� MERGE HOLDINGS, L. L. C. ZOE , E C� / . E36P75+.sr Q "TRACT 2 2 '�5 RT / • + / L3 N24 05`24E 68.30 wOLFE ADDlT10N o o� �, D E T A `Q L2� L07 14 CD I / LOT D INST. NO. D207455980 y _ LOT 2 / L4 N32'55`IrE 104. 52' VOL. 388-1, PG. 567 O.P.R.T.C.T Px NAIL SET ' w " C owu „ - P. R. T. C. T. OW6 �, 5sP 1 0, , L5 N89'S0 40°E 13.91 / / / X PROPOSED FORT WORTH 28�r7 �� L.L - �� •��RT 0 _ 502C RELOCATION 1116." / Cn� L6 N28'52'17"E 183.47' LOT B O / LOT E , 16. / C� pf s X x4 STA 563-32 TO 564*75 / d O OW5' � OW7 �. i �m,�;'�� �-� '� `" G=' LOT 3 L7 N64 45'28E 31.79, L8 SOd'33'2rE 52.I6' F. EL & MAMIE pd3OCK I� �`9 r �s ��" 3 ��, • LOT 13 � �o �� �° DANNY REED . LC) L9 N89'04'52"E 26. 7r LOT C WOLFE ADDITION ��� - w VOL. 10409. PG. 2034 . BLOCK 1 �n LC] LID NOO77`4O'W 8.951 �" a D. R. T. C. r, l . [T' VOL.vOL. 388-r, PG. 567�Sa P ti� SEE �rEADOWBRoox TERRACE,. W I LI! 587 41'13'W I.08 �� / P.R. T.C.T. 4r9.93 Rr VOL. 388-3, PG. III �rr�� �� a� SAFEWAY ADDN NO. 2 vy DETAIL P.R.T.C.T W Q I L12 S89.22'5d'W 64.84` ,_ LOT F 1.1��POC VOL. 388-58, PG. 650 EXISTING FORT WORTH O ,� "D"� LOT 4 0., -- r� Q I L13 S89'22'50'W 21,50` -� 4 LOT D OW8 L� P.R.T.C.T. `JQ�B TO BE. ABANDONED , TERRY JAY WOLFGANG LOT 12 Q L14 N20'0620"W 37.83` / , E2369K4.20 s5.or n�' VOL. 6834, PG. 702 �� - / LOT G , LAURIE INDUSTRIES, LLC r' ❑■ p ` xart D. R. T. C. T. / �t / CL L15 N28 56`02'E 8.85' , INST. NO. D2101782015 / 1} SE 1-1 JUAN M. GARCIA 563.51.09 _ LL_I I L16 N35'0421"W 52. 49' , VOL. 15032. PG. 274� 0. P. R. T. C. T. r.5r RT _ SEE 1-1 / D. R. T. C. T. / 1, 5' DEDfCATED 3LOT 5 FOR STREET WIDENING / 3 77 L17 58904'S2"4V 86.20 �� LOT E / VOL. 386-58. PG. 6.50 - �[ I � +Q AI ►� DANNY THOMAS REED a�� z J I L18 S89 26`IO'W 86.29 �' P.R. T.C. T, - /S[ F� �� ' _ �� INST. NO. D215005464/ , LOT I! J L19 S8904`52"W 7499./ D. R. T. C. T. , 2 9 CURVE TABLE SEE �� LO . �•. . _ L20 S89'26`10'W 74.9�� / �N MEAD04YB 's?K (� CURVE DELTA LENGTH RADIUS CHORD BEARING CHORD _\, a 2 LOT 6 L21 NOO'58 27'W J. 40' 10 PARTNERS" LLC ., 2 ~ I L22 N89'20'44E 86.20' C/ 06'28 52' (RT) 412.28' 3.644, 72' N25'38'43E 412. 06` - / / A` INST, NO. D2171563341 l D TAIL " H " TND TRADING, LLC Q I L23 S00 58'27'E 122.25' C2 03'18'10' (RT] 16.72' 290. 03` N76 56'5d"E 16.72' �g G T' L. CRAVENS ' P. R. T. C. T. , , INST 80. D2190138622- ,1 LOT !O Q L24 SOO 58 27"E q, 4p C3 Or24'04' (LT) 6,11' 250. 00` S62'43'4O'E 6.11` SUBDIVISION / �6�• , '1■ L25 NOO'58'27'W 92.50 C4 1254'34'fLTJ 56.33' 250.00 569.52'58E 56.2I` VOL. 1897. PG. 499r� LOT 2 , - LOT 7 C5 100'04'39'(LT) 64.05' 36.67' S6952'58'E 5fi.21' P.R.T.C.T. /[t' A -MAX INSURANCE', L26 N28'56`02'E 66.3Y LOT 15 T. TND TRADING. LLC L27 N30 51'59'E 34l, 4O C6 80'23'O5' (LT) 51. 45' 36.67' N66'I7'37"E 47. 33' SERVICES. INC. SPECIALIZED LOAN P.o.c. INST. NO. D2r1252288 INST. NO. D2I9Q13B88- L28 N3O'51`59'E 3.37' C7 !3'44 40' lRT1 47. 98' 200. 00 N7O 17'S0'W 47. 86' lNST.ENO'CD219263892 '�� E'5 F301"� O.P. R. T. C. T. 0. P. R. T. C. T. / ;1 L29 S89'20`44W 25.52 CS 12.50 28' f RT1 44.82' 200. OO N83'3524'W 44.73' O. P. R. T. C. T. E� �.'� I L30 N89.26'10"E 75.00' , . � LOT 8 R.O.W. EASEMENT TABLE R.0.W. OWNERSHIP TABLE TND TRADING, LLC L31 N89'2254E 75.00 TRACT OWNER RECORDING INST. NO. 0219013687 L32 NOO77'40"W 6.78' TRACT OWNER DESCRIPTION RECORDING 1 O.P.R.T.C.T. L33 SOO'17'4O'E 6. 7Y STI STATE OF TEXAS 682 VOL. 3386, PG. 399 D.R. T.C.T. owl JYOTH! S. CHARYULU INST. NO. D218281455 O.P.R.T.C.T , LE 3 E N D ST2 STATE OF TEXAS 128 VOL. 3311, PG. 304 D. R. T. C. T. OW2 CLYDE ROY ROGERS, ET UX, VOL. 10597. PG. 1470 O. R. T. C. T. , p- 5/8" IRON ROD W/ YELLOW PLASTIC CAP STAMPED ST3 STATE OF TEXAS 83 VOL. 3474, PG. 531D.R.T.C.T. OW3 PATRICK DESHONE STREET INST. NO. D220039104 O.P.R.T.C.T. "SAM LLC" SET, PK NAIL SET OR X-CUT SET ST4 CITY OF FORT WORTH 10' WIDENING VOL. 388-79. PG. 36 P.R. T. C. T. OW4 DIANA HUBBARD, ET UX. VOL. 12572. PG. 703 ❑.R.T,C.T• Q• 5/8" IRON ROD W/ PINK PLASTIC CAP STAMPED "TXDOT 01N5 YEIMl B. GONZALEZ. ET UX. INST. NO. D212274686 O.P.R,T.C.T. 1 SURVEY MARKER RIGHT OF WAY MONUMENT" SET, MAY ST5 CITY OF FORT WORTH -- VOL. 7175, PG. 411 P.R.T.C.T. BE REPLACED W/TYPE II MONUMENT AT THE ENO OF ST6 CITY OF FORT WORTH -- 6 S.R. DAVIDSON FAMILY LIMITED PARTNERSHIP INST. NO. D211075232 0.P.R.T.C.T. VOL.. 7022, PG. 2275 D.R. T.C. T. 1 CONSTRUCTION OW7 CONSTANCE JACKSON INST, NO. D205083025 0.P.R.T•C.T. 1 Q • 5/8" ALUMINUM CAP STAMPED "TXDOT ACCESS DENIAL" SET S77 CITY OF FORT WORTH Id' WIDENING VOL. 388-58, PG. 650 P.R.T. C.T. ■ • MARKER FOUND NOTED" V • CALCULATED POINTNT ST8 CITY OF FORT WORTH -- VOL. 7084. PG. 2262 D. R. T. C. T. OW8 JACOUELINE R. DANSBY VOL. 12010, PG. 2047 D.P.T•C. T. O.P.R.T.C.T. - OFFICIAL PUBLIC RECORDS TARRANT COUNTY. TX. ST9 CITY OF FORT WORTH -- VOL. 7031. PG. 2271 D.R.T.C.T. OW9 WILLIAM WAUGH HOLDINGS. LLC-SERIES W004 INST, N0. D21JO06465 0.P.R.T.C.T. FEU-"- FEDERAL Alp PROJECT NO- I SHEET No. D.R.T.C.T. - DEED RECORDS TARRANT COUNTY, TX. DIV.RD. P.R.T.C.T.- PLAT RECORDS TARRANT COUNTY•TX. STIO CITY OF FORT WORTH -- VOL. 6285. PG. 483 D.R.T.C.T. OW10 DANNY REED INST. N0. 0207355805 0.P.R.T.C.T. 6 53 P.O.C.- POINT OF COMMENCING OWII LEONARD CRAIG BENNETT VOL. 12306. PG. 1372 D.R.T.C.T. STATE DISTRICT COUNTY P.O.B.- POINT OF BEGINNING IE •PROPERTY LINE PLAT TABLE OW12 DANNY REED INST. NO. 0204355909 0.P.R•T.C.T. TX FT W❑RTHI TARRANT �, • SURVEY LINE FEEHOOK TRACT I OWNER I RECORDING OW13 DANNY REED INST. NO. D211247456 O.P.R.T.C.T. CONT, SECT. JOa HIGHWAY NO, �• FEE H ��I-• PROPOSED DENIAL OF ACCESS LINE ID.O.A.I PLI MEADOWSROOK TERRACE. BLOCK 2 VOL. 388-3. PG. 111P.R.T.C.T. OW14 LORRY GOODLOE, ET UX. INST. NO. D204300297 O.P.R.T.C.T. CesJ 0008 13 125 I-820 -III-- EXISITING DENIAL OF ACCESS LINE IO.O.A.1 TX FIRM■10064300 RCSJ 0008 13 242 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4DO89566749B LEGEND I CURVE TABLE EASEMENT TABLE p • 5/8" IRON ROD W/ YELLOW PLASTIC CAP STAMPED CURVE DELTA LENGTH RADIUS CHORD BEARING CHORD TRACT OWNER RECORDING "SAM LLC" SET, PK NAIL SET OR X-CUT SET I CI 0-730'24' (LT) 41. 94, 585. 20' N66'4649W 41.931 owl TACO BELL OF AMERICA. INC. VOL. 13749. PG. 1II P.R. T.C. T. •❑ • 5I8" IRON ROD W/ PINK PLASTIC CAP STAMPED "TXDOT 1 685 (LT) 1 N'26'S4" 369 .1' .20' N79'18'IO'W 3668'. SURVEY MARKER RIGHT OF WAY MONUMENT" SET, MAY C2 I OW2 AKRR GORDON. LLC INST. NO. DFJ9290567 O.P,R.T.C.T. BE REPLACED W/TYPE II MONUMENT AT THE END OF I C3 05"02'31' (RT) 65.75' 747.20' N76"0559W 65.73' CONSTRUCTION I C4 Ir4O'32" fRT1 80.29' 394.Ox N85'04'5Z"W 80.16' Q• 518" ALUMINUM CAP STAMPED "TKDOT ACCESS DENIAL" SEP DETAIL "C" LINE TABLE • • MARKER FOUND "AS NOTED" I C5 00'37'22" (RT) 4. 28' 394. 03` N76'5555W 4.28' ■- CALCULATED POINT LINE SEARING DISTANCE C6 O3'59'59" (RT1 101.01, 1, 446.95' S89.43`57E 100. 99 50 0 25 50 100 O.P.R.T.C.T. • OFFICIAL PUBLIC RECORDS TARRANT COVNTr, Tx. I LI NOO'r8`53aW fi.91' D.R.T.C.T. - DEED RECORDS TARRANT COUNTY, Tx. P.R.T.C,T.- PLAT RECORDS TARRANT COUNTY, TX. DETAIL "B" L2 N32'S5'06"4N 53.I3' P.O.C. - POINT OF COMMENCING _ 0AI7YL DOLLAR • GA I• L3 N3PO1'26"W 55.38' GRAPHIC SCALE P.O.B. • POINT OF BEGINNING MCKNIGHT'S HIGH POINT + O 590 5•rtr ' SCALE. P - 100' R •PROPERTY LINE - + ' . INST. NO. D209r62130 VOL. 388-F. PG. 407 ' $� - L4 589.04`52"W 30.59' O.P.R.T.C.T. r O TARRANT COUNTY, TEXAS fi - SURVEY LINE 4x4 C�VC / P. R. T. C. T. , , L5 SOO'19'15-E 8.40' �- FEE HOOK /� FND (DAMAGED) `� �, LOT D (� I �❑� I L6 N59.96'I3"E 26.98` -II - • PROPOSED DENIAL OF ACCESS LINE [D.D.A ) / ��J P.O.C. /"� ' P.O.S. • + -II - • EXISITING DENIAL OF ACCESS LINE IO.O.AJ + P.O.C. ��. p tPARCEL 509 PART + ❑ SL L7 N28'52'17-E 19. 39' PARCEL 5A1 r 0`h PARCEL 509 y r + t PART , JAVIER MARTINEZ AND 558.24.5,6 L>' r I E� r,�'� i a - csk 112' IRF WIFE. PAULA MARTINEZ 5W.6.Y' LT P. •6+ 3T + L8 N42.22'O2"E 51.39' DETAIL "A" a �� I + ?=E��S4.55 INST. NO. 0208451354 �� a Cc. L9 S00'15'22"E 52.99' - ti 2 I a • 0. P. R. T.C.T. a .' LIO 500'!522"E 51. 31' • , , t L11 SOO'15`22"E 1.68' LOT E LI2 NOP47'47"E 2.98' • ' / / a Q Q PARCEL 509 PART 7 t •� • cA TEXAS ELECTRIC - - - - L13 NOO'18'539W 4.74' +r rioLE +N CaNc % SERVICE COMPANY N 0 T TO SCALE VOL. 1783. PG. 215 L14 S00.19'34"E 4.00' D.R.T.C.T. L15 S89'52`57"W 0. 54' 326.2r LT , ' - ' a p g a'bNy NOWN AS LD' ,+ -.5 E E r r r dNCORxELECTRIC CD NOT TO SCALE ° a ��1 DETAIL C pELNERY COMPANY, LLC) SEE _ Q -P'ag,�, U .si DETAIL "Ellr 'ram •x•CVT SET 17� �. L1.1 t' 558.46.19 ++ 1 p $c tJa � '� Q • W`' � P.O.C. 5Q5 & 5rn , TOMMIE C. GLENN 1 322.19, C-,1 c Q - - 1 INST. NO. D207296293 - - �� O y p •.78y ■ cSI. °� N695799q.43 t u�r0 µp 0. P. R. T. C. T. O ` - n �• i - o rl ' p G� n 4 ■ ��5�¢JG �� E� pjr 1 - LL .p / , • • J' W •n �?'� A Rg �� 1J 0 9 - T�iG 3 • P rl:; , 0 v - �' I �, m G fig$ � . N NOT TO SCALE , "���`' Na, ``L PART 1 �/ � ��oG°pg'c��� �� � �_� :�. P.Q.B. _ o �� E� - N J . E. BRANDON SURVEY N� '� 3�� $� PPART 2 N ABSTRACT NO. 209Lf w JCHN BALCH �� 5r9.64'LT SURVEY n} I�v �E N�3k fig ►C� VICTRON STORES. L.P. % z LLI V 1 1 V 1 �j �� } "'- d, � - INST. P. RD20T r 2269 �.A LOT 1 ( 7 Q `� Q' 509 EXISTING FORT WORTH , J BLOCK I ABSTRACT �a�, ¢ TO BE ABANDONED' r N` , HARROD ADDITION Q 1� ' �'- ❑. �� rn VOL. 388-54, PG. 54 � In RS ,��D PART 2 tE NO. 82 P ; ;sEE LOT I-R ^ �sE�Qx ,7► ' PROPOSED FORT WORTH - ❑ETAIL "D"�4�_.s. P.R.T.C.T. LL� TEXAS ELECTRIC RELOCATION 1128 C7 �s �� ,. BLOCK 1- - ' , P.O.C. STA 558,74 TO 559*56 LLJ P.O.C. SERVICE COMPANY �' NCDONALD 5 820 ADDITION 1 PARCEL ETA r ' PARCEL 5W9 PART 2 , , x' cur SET SEES y C N6y57205.iz VOL. 1783, PG. 457 `� cu da �2 o INST. NO. D2O72927P6.�� �OT I 6, POLO INDUSTRIES, LLC Z J DETAIL B , , E2361LDB.rB D.R.T.C.T. SET A ram 1 , - �- 0. P. R. T.C.T. "I BLOCK I-R INST. N0. D�1521r186 fNOW KNOWN AS 5 E E �sr . �? . % = " y1CTR0N STORES, L.P. , BARRON & STOY` 1\` � O. P• R• T. C. T. J P.O.C. z oNCOR ELECTRIC DETAIL ' A" _ w -ram . r , ARCEL 5r4 CP 1 c� u' �' sµT{5 1N5T. NO. D207336241 ADDITIO '.�' '•C• = X6957155.12 `R ���J, DELIVERY COMPANY, LLC) Cn •,�� Q1° �' PROPOSED FORT WORTH a CJ EX36, 68 1� a - - pySL PROPOSED FORT WORTH INST. NO. D18 CP_ ro'�a CSG•3 /.' 11 _J��, x -j 2� 0� wTG RELOCATION 1121 'IRELOCATION 1118c� Sr�q p Q 2 ' h�' P STA 559-83 TO 565+27 W O.P.R. T,C STA 565+27 TO 565+81 �8a�j'D t • LOT 10-R c P P.a.a. . �- Q Cn Sc r$ 3 �. /,, I JAAIES MICNAEL SADLERx TEXAS ELECTRIC �� +. o `c.• Q� - sa� PL2 6 Iol rc�T N sso4T.as ANp CYryTN1A CYNN hdORRRISO n' PAecst a soT V Q SERVICE COMPANY 7 �, L y m e 1 ^, 56h&1.94 OW! r ��, Sr TrP.O.B. VOL. l0897, PG. F04015 VOL. 1773. PG. 115 �` PARCEL SosA ❑. R. T.C. T. 1 �r•o�L Mat sET 0.R.T.C.T. P.a.e. p s :" LOT 11AR w P.a.s. ❑'.. - JQ7 '1 PARCE! 5+4 ,.� P.O.C. �' v•r PAfiC'EL 5,1 raxrT SE n -x'tTlr SET 1 506 (NOW KNOWN AS vz• rRF � o PARCEL s,r� PLI "� 558 S850 �� `v ONCOR ELECTRIC `5' •`� �_�' ` #69572P5.34 1 ^] g 1 POSW-07 LT `i N 8 52`17'E 433.34' I ° P DELIVERY COMPANY, LLC) R4.48 !T rrs.aseT -� E+23612,P.l5 OW2 ,,� � `� 2` .O.W. L� � 219.29' L8�_ _196.2a r9.o4 ra.4z 1 `1r. r } 13.ra EXISTING R.O.W. LINE D O2'3T'3T' (LT) - .. N28 52'S7'E 170. 70 1� -� EXISTING N2650S7"E 347.70'' �' "� fiLi.3r t-183.15' R.O.W. LINE STATE OF rExAS SPN?CEL NOE87S�/ a�° ^ S[, . - . ' �rarE OF TE, P EL No. sM -N 5� E 1..- 33'.-- STATE OF TEX45� / PARCEL NO. 88- VOL. -5174. PG. 682 PARCEL NO. V� • 1'G• 166 , L r4 R•3,994.72' PARCEL NO. 89 VOL. 3932. PG. 4D0 0.R.T.C.T. , ss VOL. 3305, PGn I I Q. r r _ - CB-N27'3229"E VOL. 3308• PG. /9 � �,L 1 D.R.T.C.T. � EXISTING FORT WORTH ❑°R.T.C.T. D.R.T.C.T. - DETAIL 'D" TO BE ABANDONED DETAIL CD-183.13' / , - / 1 , - - - - - - - - STATE OF TExAS STATE OF TEXAS ; , , PARCEL N0. 95-8 VOL. 2W PG. 165 . 4 x 4'CW. . VOL. 3639, PG. 345 514 - 0.R.T.C.T EXISTING FORT WORTH �l �� , *VN STAWPE- D.R.T.C.T. +KrE [r rc�Ka JTD BE ABANDONED H ` TESCPFND>-- t r -a. Cam. 0. r�� 3TA OF TE .. / ate. C I� / D-26'r032"fRT1 D-R.T.C.T. PARCEL NO. 86 , aw + VOL. 3394, PG. 662 ` ■ 1 , r • + I PROPOSED FORT WORTH L=1,745.04` _/ D.R.T.C.T. ' , , + N�6", - tS RELOCATION/-8�0, ] r N� STA 565+0m C8=N15.47' 01"E PT 554 71.l3 - , , �- 1 P.D.C. VARIABL E WIDTH R. 0. W ) "` --- -- i "+"' 55e m.5o , PARCEL ' -`-- -- --r-- L_�_-_-_-_-________,___________r__________T__�� __Lr_____. t Hfi957934.43 + 555.00 N265Z17"E PROPOSED CENTERLINE 1-820 560'00 , • V z ' � � �1 EP36ri�3'A7 ' FED.RD. 4x 4'CONC M N 1 I FEDERAL PJO PROJECT N0, I SHEET NO. R.O.W. OWNERSHIP TABLE TRACT OWNER RECORDING TRACT EASEMENT OWNER TABLE RECORDING t YON STAMPED 'ti TESCO FND a''Q'r, s �'st �1 s ,' I STATE DISTRICT PLJ N. D. WHITTINGTON SUBDIVISION. BLOCK 1 VOL. 388-103. PG. 399 P. R. T. C. T. ESI INGRESS EGRESS ESMT VOL.8 97PG47 P.R.T.C.T. . , . ..... - - • - .� r TX FT WORTH PL2 N.D. WHITTINGTON SUBDIVISION, BLOCK i VOL. 388s3. Pc. 974 P. R, r. c. r. E52 INGRESS -EGRESS ESMT VOL. 8688, PG. 1824 D°R.T,C.T° - ` M1 ^ _ _ _ NOT T 0 SCALE - , M1 _ _ _ _ NOT T 0 SCALE CONT. I SECT ES P.0.5.E. CAB. A. 5L. 12113 P.R,T°C.T° ��sJ 0008 13 1 54 COUNTY TARRANT JOB I RGHWAY 40. iY*7 1-820 Tx FIRM *10054300 RCSJ 0008I 13 1242 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4DO89566749B LEGEND I CURVE TABLE EASEMENT TABLE p- 578" IRON ROD W/ YELLOW PLASTIC CAP STAMPED I CURVE DELTA LENGTH RADIUS CHORD BEARING CHORD TRACT OWNER RECORDING "SAM LLC" SET, PK NAIL SET OR X-CUT SET I CI 0-730'24' (LT) 41. 94' 585. 20' N66'4649W 41.931 owl TACO BELL OF AMERICA. INC. VOL. 13749. PG. Ill P.R. T.C. T. 07 578" IRON ROD W/ PINK PLASTIC CAP STAMPED "TXDOT 1 685 (LT) 1 N'26'S4" 369 .1' .20' N79'18'IO'W 3668'. SURVEY MARKER RIGHT OF WAY MONUMENT" SET, MAY C2 I OW2 AKRR GORDON. LLC INST. NO. DFJ9290567 O.P,R.T.C.T. BE REPLACED W/TYPE II MONUMENT AT THE END OF I C3 05'02'31' (RT) 65.75' 747.20• N76.0559W 65.73' CONSTRUCTION I C4 1r4O'32" fRT) 80.29' 394.Ox N85'O4`5Z"W 80.16' Q- 518" ALUMINUM CAP STAMPED "TKDOT ACCESS DENIAL" SEP DETAIL "C" LINE 7,48LE - MARKER FOUND "AS NOTED" I C5 00'37'22' (RT) 4. 28' 394. 03' N76'5555'W 4.28' ■- CALCULATED POINT LINE SEARING DISTANCE C6 O3'59'59" (RT) 101.01, 1. 446.95' S89'43`57E 100. 99 50 0 25 50 100 O.P.R.T.C.T. - OFFICIAL PUBLIC RECORDS TARRANT COVNTr, TX. I LI NOO'r8`53aW 6.91' D.R.T.C.T. - DEED RECORDS TARRANT COUNTY, Tx. P.R.T.C.T.- PLAT RECORDS TARRANT COUNTY, TX. DETAIL "B" ■' z 1� L2 N32'S5'06"4N 53.13' P.O.C. - POINT OF COMMENCING - _ DAI7YL DOLLAR GO I• L3 N3POI'26"W 55.38' GRAPHIC SCALE P.O.B. - POINT OF BEGINNING MCKNIGHT'S HIGH POINT ■ p 5sD yyLT 1 SCALE P - 100' R- PROPERTY LINE -+ '. INST. NO. D209r62130 VOL. 388-F. PG. 407 ' $� /� L4 589'045Z"W 30.59' O.P.R.T.C.T. / r O TARRANT COUNTY, TEXAS $. - SURVEY LINE 4'x4'CONC , / P. R. T. C. T. , I L5 SO[719'15-E 8.40' �- FEE HOOK ■' FND (DAMAGED) `� LOT D � I '�0 I L6 N59'96'I3"E 26.98, -II -- PROPOSED DENIAL OF ACCESS LINE (D.D.A ) / 1 ��J P.O.C. ' P.O.S. • + -II -- EXISITING DENIAL OF ACCESS LINE IO.O.A.I + P.O.C. ��. 1 p / tPARCEL 509 PART + ❑ tiR L7 N28'52'17-E 19.39' PARCEL 5A1 r 0`h PARCEL 509 y I + t PART I JAVIER MARTINEZ AND / 558.24.516 r I E� 7,�'� i a • csk 112' IRF WIFE&0.69. PAULA MARTINEZ / 58Mt•6.Y' LT P. •6+ + L8 N42'22'OZE 51.39' DETAIL "A" a �� I + ?=E�67004 55 INST. NO. 0208451354 / / �� a Cc. L9 500'15'22"E 52. 99' 0.P.R.T.C.T. `` �[ ? ./ LIO 500'!522"E 51.31' L11 500'15'22"E 1.68' `� 1 a ■+ d g x _��� LOT E / LI2 NOP47'47"E 2.98' • ` 1 ■ • a Q Q PARCEL 509 PART 7 1 •� TEXAS ELECTRIC - - - u3 N00'18`539W 4.74' +, rioLE +N 't ' . �, J gym♦ ,oN cod % SERVICE COMPANY N 0 T TO SCALE VOL. 1783. PG. 215 L14 S00.19'34'E 4.00' D.R.T.C.T. L15 S89'52`57"W 0.54' 326.27 LT , ' - _ _ _ _ - ' a p g °�Ny NOWN AS LD' ,+ -.SEE ❑NCORKELECTRIC / CD NOT TO SCALE ° a ��1 DETAIL C DELIVERY COMPANY, LLC) SEE _ Q -P a4�1 U .a / DETAIL "E-'ry. •x• CVT SET 170 �,�{ \ {� t 558.46.19 ++ / 1 v Sc W � '� Q / • P�`' � �PaRc�L 5Q5 a 507 , TOMMIE C. GLENN 1 1 322.19, C-,1 c ? /• - 1 INST. NO. D207296293 - �� O -�7ty ■ cSI. °Sn N695799q.43 t ��ro�µp P : E:z36rzo3.�D , 0. P. R. T. C. T. v - �' I m G fig$ � o, . N NOT TO SCALE ."���`' r� ``L s PART 1 �/ � c�oG �g'�� �� _� :�. �, � �' P.O.B._ o �� E� - N J . E. BRANDON SURVEY N� 3�� $� PPART 2 557-87.2% N N� N � �� ABSTRACT NO. 209Lf w JCHN BALCH �� sr9.s4 Lr N SI f n} I�v �E N�3k fig' ` ; s ��, ►C� VICTRON STORES. L.P. V 1 1 V 1 ¢ BLOCK I n } a °' ��� I INST. P. RD2O7 r 2269 1\N LOT 1 ( 7 I ABSTRACT � `pE PART 2 1 � `�'• r SE1 �1nc t HARROD ADDITION Q N� , �2 P 1 �; : i S E E LOT I-R �5 ��'Q �, �1 voL. 3as-54, Pc. �4 P. R. T. C. T. LLJ TEXAS ELECTRIC �•� -� DETAIL "D" BLOCK 1_-i. P.O.C. 1 --,P.a.C. SERVICE COMPANY �� �,� MCDONALD S 820 ADDITION 1PARCEL �°' '', � LLJ Z SEE,' [ PARCEL 509 PART 2 VOL. 1783. PG. 457 ' , a N �' INST. NO. D207292726 sss57ss4.2r I ti ■ S6957205.f2 , T �A w. �y 0 1 E23G+434.45 �. �OT ! ;. 6, POLO INDUSTRIES. LLC Z J DETAIL B M , E236r008.r8 D.R.T.C.T, SEE- + s' paw O•P.R.T.C.T. / $LOCK I-R INST. NO. D215211186 J fNOW KNOWN AS 0. P. R. T. C. T. ONCOR ELECTRIC DETAIL " A"'- -P� `` = YICTRON STORES, L. P. BARRON & STOY ARCEL 5r4 CP 1 n '� %+p'vp �' /� SµT INST. NO. D207336241 I rr ADDITION �� + 6957155.12 ~��^ DELIVERY COMPANY, LLC) / 2 Q1 : f- ; , „ . ` Er236r009.68 1p a o 5� 3°� • '� ��� Cn �; ' �' +�'wscy O•P.R.T.C.T. PROPOSED FORT WORTH 18332 �, `�. C ) o, P Q• C+� x �p9 RS' RELOCATION 3112. f .L. , r w:: �] �p ^� 5 �8g•, LOT ID R� P STA 558+86 TO 565+53 SADLER ' ■�Se P.D.B._ Q TEXAS ELECTRIC c" �3Q p Pt2 `W "^""' `"" o , /C N 560 47.85 5 0 8 - A �r t AND CYNTHIA LYNN MORRRISO PARCEL sas a sD7 SERVICE COMPANY ,11� ��, o / OW! r� 7 �� L Tr P.a. m'me VOL. 10897, PG. 2440',433�_ 56h&IWi+ ! _II VOL. 1773. PG. 115 .' " p �` " PARCEL to , Q. R. T. C. T. P.a.e. A g s LOT 11AR P.a.s. ❑■ '•,, ` x CUT 7. a. R. r. c. r. PARCEL 5+4 x'CUT SE C� _ ,p P.O.C. '�'v.r PA 'EL5,1 1� 5O� (NOW KNOWN AS 1/2, r �T! PARCEL 5U. PLI "� ssa sa.r5 j i m ■ � Q 7ONCOR ELECTRIC 555'Zs•9Li g 2' PR0PO5ED1 rar. cr N26'52'17'E 433.34' DEWERY COMPANY, LLC) 175.asLr -A E23612,Pl5 OW2 `,, , �R.0.'W. LINO ls4.ss Z1s.29V__ M98.2a r9.o4 7a 42 EXISTING R.O.W. LINE - , �.Q-02'37'37'fLT1- N28 52'S7'E I70.70 EXISTING ^265057"E 347.7eSrATE DF TTATE TEX SQ�L1.3f L-183.15' R.O.W. LINE srnrE of rExas PARCEL N0. 87 / aSTATE OTExAS- PARCEL N0, 985 E 1,R•3, 994.72' STATE OF TEX� VOL. 3295. PG. 16G _ M175.orcr r4 PARCEL NO. 88- VaL. 3174• PG. 682 PARCEL r . 90 / PARCEL NO. 89 / VOL. 3432, PG. 400 0.R.T.C.T. , ss VOL. 3305, PG. 641 / D.R.T.C.r. CB-N27'32'29"E VOL. 3308. PG. /9 � �,L , D.R.T.C.T. / D.R.r,c.r. D.R.r.c.r. - _, DETAIL "0" DETAIL "E" CD-183.13' `'� - - - - STATE OF rExAs STATE OF TEXAS ~ ~EXISTING FORT WORTHI ` (- ~ PARCEL N0. 95-8 VOL. 2940. PG. 165 , , 1 TO BE ABANDONED ' rx IrCw. VOL. 3639, PG. 345 514 - - n, R. r.c. T N 1, [_ f wE s7FND a D. R. T.C. T. .7+. [■r rL+�ft? \ ' �. / rEsarFrro r ;�,x. 3'fATE OF TEXAS D- 6'ra32"fRT1 D. T.C. T. PARCEL NO. 86 '•a+a' 1 VOL. 3394. PG. 662 ` , r' ,P L=1,745.04` - D.R.T.C.T. R=3,819.72' PT 554.71.13 / 5 r C8=N15'47' 0r"E � 1-e32� �_ I yQ - r I VARIABL E WIDTH R. D. W.1 '` --- -- u! ❑� , PARCEL sas + I 559-47.60 1 / 1 5W -`r, ,��_r_- _�_-_-_-_-_ _-_-______T__________,___________r__________T____Lr_____. t �,L r } / Hfi9579.�1.43 + 555.00 N265Z17"E PROPOSED CENTERLINE 1-820 56O OO r l) y , z1 EP36ra03.A7 � L M 1 r. I FEO.RD. FEDERAL WO PROJECT NO. SHEET NO. 1 4x *CQNC.%a+ 1 AcS>. DIV.RO. EASEMENT TABLE 1 Mwv STAMPED �, w ■ �,st. R.O.W. OWNERSHIP TABLE ti TE5A7FND aQ �r� ti v�t� I 6 54 TRACT OWNER RECORDING TRACT OWNER RECORDING �'st I STATE DISTRICT couNTY �s� � PLJ N.D. WHITTINGTON SUBDIVISION. BLOCK 1 VOL. 388-103. PG. 399 P.R.T.C.T. ESI INGRESS -EGRESS ESMT VOL. 388-97, PC. 47 P.R.T.C.T. _ C" _ �, r� I TX FT WORTH TARRANT ES2 INGRESS -EGRESS ESMT _ _ - " - , ' - _ _ _ - ' v I CONSECT. JOB RGHWAY 40. PL2 N.D. WHITTINGTON SUBDIVISION, BLOCK i VOL. 368-93. PG. 974 P.R.T.C.T. VOL. 8688, PG. 1824 D. R. T, C. T. T. NOT TO SCALE NOT TO SCALE I asJ 0008 I 13 112 5 E53 20' P.0.5.E. CAB. A. 5L. I2113 P.R.T.C.T. I-820 TX FIRM *10054300 I RCSJ 0008 13 242 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement Section 14. Utility Installation Request SEC-U-0520-11 Page 1 of 1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B ,y I -... ber: 00002/20241003/377372/462177/[1P uyr. .�. Date of ApprovaL 10-10-2024 UTILITY PERMIT APPROVAL TO: I Kasavich John Date: II 10-10-2024 City of Fort Worth Application/Permit 00002/20241003/377372/462177/UP 200 Texas St No.: 200 Texas Street (District: I Fort Worth Fort Worth,76102 Highway lcontrol Section Maintenance Section IlCounty 251427: At milepost 3.989 IIZM43-80 II lTarrant IH0820-A: At milepost 29.456 II0008-13 lTarrant IH0820-K: At milepost 29+0.031 110008-13 II lTarrant IH0820-L: At milepost 29.714 110008-13 II lTarrant IH0820-R: At milepost 29.56 110008-13 II lTarrant IH0820-X: From milepost 29.641 To milepost 29.653 110008-13 II lTarrant Schedule Dates: from 01 /01 /2025 to 04/30/2025 TxDOT offers no objection to the location on the right-of-way of your proposed utility installation, as described by Notice of Proposed Utility Installation No. 00002/20241003/377372/462177/UP dated 10/10/2024 and accompanying documentation, except as noted below. Special Provisions: You are required to notify TxDOT 48 hours (2 business days) before you start construction to allow for proper inspection and coordination of workdays and traffic control plans. Use the RULIS website for the 48-hour notification. DO NOT start construction until you have coordinated 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 installing utility lines 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, connecting only to intersecting roads; from any one or all of which entry may be made to the outer portion of the highway right-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 action required by the Utility Installation Owner in making emergency repairs as required for the safety and welfare of the public, the Utility 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 Installation Owner when such repairs are initiated and adequate provision is made by the Utility Installation Owner for the convenience and safety of highway traffic. The installation shall not damage any part of the highway, and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. If the Utility Installation Owner fails to comply with any or all the requirements as set forth herein, the State maytake such action as it deems appropriate to compel compliance. SME ATTACHMENTS: Included attachments: 1/1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B ,y I -... ber: 00002/20241003/377381/462193/[1P uyr. .�. Date of ApprovaL 10-10-2024 UTILITY PERMIT APPROVAL TO: I Kasavich John Date: II 10-10-2024 City of Fort Worth Application/Permit 00002/20241003/377381 /462193/UP 200 Texas St No.: 200 Texas Street (District: I Fort Worth Fort Worth,76102 Highway IControl Section IlMaintenance Section IlCounty 251427: From milepost 3.873 To milepost 3.874 IIZM43-80 II lTarrant IH0820-A: From milepost 29.451 To milepost 29.542 II0008-13 lTarrant Schedule Dates: from 01/01/2025 to 04/30/2025 TxDOT offers no objection to the location on the right-of-way of your proposed utility installation, as described by Notice of Proposed Utility Installation No. 00002/20241003/377381/462193/UP dated 10/10/2024 and accompanying documentation, except as noted below. Special Provisions: You are required to notify TxDOT 48 hours (2 business days) before you start construction to allow for proper inspection and coordination of workdays and traffic control plans. Use the RULIS website for the 48-hour notification. DO NOT start construction until you have coordinated 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 installing utility lines 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, connecting only to intersecting roads; from any one or all of which entry may be made to the outer portion of the highway right-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 action required by the Utility Installation Owner in making emergency repairs as required for the safety and welfare of the public, the Utility 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 Installation Owner when such repairs are initiated and adequate provision is made by the Utility Installation Owner for the convenience and safety of highway traffic. The installation shall not damage any part of the highway, and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. If the Utility Installation Owner fails to comply with any or all the requirements as set forth herein, the State maytake such action as it deems appropriate to compel compliance. SME ATTACHMENTS: Included attachments: 1/1 Docusign Envelope ID: 13DCA970-1877-4A38-8CA5-4D089566749B SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement Section 15. RFC Plans SEC-U-0520-11 (To Be Inserted By SPC After Assembly Is Fully Executed) Page 1 of 1