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HomeMy WebLinkAboutContract 61701Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1 D3793DE SOUTHAPOINT Texas CONSTRUCTORS Department of Transportation CSC No. 61701 Southeast Connector Proms DB CONTRACTOR -MANAGED UTILITY ASSEMBLY: SEC-U-0520-08 Relocation ID #'s: 1106, 1108 & 1112 City of Fort Worth 200 Texas St. Fort Worth, Texas 76102 (817) 392-8480 South -Point Constructors, a Joint Venture OFFICIAL RECORD 2050 Roanoke Road, Suite 100 CITY SECRETARY Westlake, Texas 76262 FT. WORTH, TX Phone: (682) 362-6000 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE DOCUMENTATION OF REQUIRED INTERNAL APPROVALS DocuSign+�ed by: Kl iail#A 1660905AF72C4F3... Tom Grim EDocuSigned by: 47322E781D38441_. Kevin McMinniman Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE UAAA-08 — SEC-U-0520-08 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 requi,�@t$igned by: elA,ln, I°. �u.SavuGl�. John R. Kasavich. P.E. / q�,o,o�1. Name of Employee/Signature Title: Engineering Manager Email: john.kasavich@fortworthtexas.gov ENDED: 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 APPR0V9%A5,jP FORM AND LEGALITY: 10�6 b(,A& BY:.99C,SQ AQfifiRdR7 Douglas W. Black Senior Assistant City Attorney Email: douglas.black@fortworthtexas.gov ATT AAjTrQ CITY MANAGER SIGNATURE: Qovouub FORr �°a BY: F F A7nAF�Fds� pVo o=p Jannette S. Goodall City Secretary aa�IlExA54dp naaoa� Email: Jannette.Goodall@fortworthtexas.gov OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE SOUTH:POINT CONSTRUCTORS Utility Adiustment ALFreement Section 1. Transmittal Memo SEC-U-0520-08 Page 1 of 1 Docusign Envelope ID: 47F8E4FE-549F-4AF1 -A4C7-E94D1 D3793DE SOUTHYPOINT CONSTRUCTORS UTILITY ASSEMBLY TRANSMITTAL MEMORANDUM 07/03/2024 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-0520-08 RE: Transmittal Memo: Utility Adjustment Assembly, SEC-U-0520-08, City of Fort Worth, 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-0520-08, 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 # 1106 (Utility ID # 11011): One 8" PVC water line on the east side of IH820 running south/north under Louis St. on the north side of Lancaster Ave. at approximately Lancaster Ave. Station 26+58, and one 8" Cl water line on the east side of IH820 running east/west along the north side of Lancaster Ave. from approximately Lancaster Ave. Station 26+86 to approximately Lancaster Ave. Station 22+73 then turning north and running south/north along the east side of IH820 from approximately IH820 FR Station 517+95 to approximately IH820 FR Station 529+32. Relocation ID # 1108 (Utility ID # 11012): One 16" Cl water line running east/west under Craig St. on the east side of IH820 from approximately Craig St. Station 20+71 to approximately Craig St. Station 17+39 then turning north and running south/north along the east side of IH820 from approximately IH820 FR Station 528+92 to approximately IH820 FR Station 537+85. Relocation ID # 1112 (Utility ID # 11017): One 16" Cl water line crossing IH820 at approximately IH820 BL Station 537+82. The estimated cost for this Utility Assembly is $2,685,428.76. 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, SOUTH -POINT CONSTRUCTORS • • ' 2050 Roanoke Road, Suite 100, Westlake, Texas 76262 • , . ; (682) 362 6000 ,+•,•'�.' •' •,. Docusign Envelope ID: 47F8E4FE-549F-4AF1 -A4C7-E94D1 D3793DE SOUTHYPOINT CONSTRUCTORS UTILITY ASSEMBLY TRANSMITTAL MEMORANDUM Utility Assembly No.: SEC-U-0520-08 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-0520-08, as submitted. Please contact us if you have any questions or require additional information. Recommended for Approval: D�(�wocuSigned by: Signed �- Date 07/03/2024 Garrett Coffin, P.E. Utility Manager South -Point Constructors, a Joint Venture SOUTH -POINT CONSTRUCTORS 2050 Roanoke Road, Suite 100, Westlake, Texas 76262 (682) 362 6000 DocuSigned,b�y: Signed ansncig1I^ aa7QmDatn Date 07/02/2024 Jeffrey Hunter, P.E. Utility Design Coordinator CSJ Engineering Associates, LLC Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 2. Table of Contents SEC-U-0520-08 Page 1 of 1 Docusign Envelope ID: 47F8E4FE-549F-4AF1 -A4C7-E94D1 D3793DE SOUTH : POINT CONSTRUCTORS Table of Contents Utility Adjustment Assembly, SEC-U-0520-08 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-0520-08 Page 1 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE SOUTH:POINT CONSTRUCTORS Utility Adjustment Agreement Section 3. Utility Adjustment Checklist SEC-U-0520-08 Page 1 of 1 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1 D3793DE Ar— Ar -171. 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-0520-08 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 I142O to Brentwood Stair Road: and US287 from Sublett Road to Villas_ e 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 4'. 2023 Description of Work: This Assembly consists of adjusting approximately 3,414 LF of water lines located along the Southeast Connector Project corridor. The 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 Seatember 7 h. 2024 November 20t'. 2024 $2.685.428.76 $0.00 0% $0.00 $1.00 $0.00 $2.685.427.76 100% Page 1 of 7 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1 D3793DE Ar— AF .171. 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 Adjustment? Yes ® No ❑ N/A ❑ TRANSMITTAL MEMO 4. If the Adjustment has unique characteristics, does the transmittal include explanations and clarifications? Yes ❑ No ❑ N/A 5. Has a recommendation for approval been stated? Yes ® No ❑ N/A ❑ 6. If the Utility Adjustment is in more than one (1) RCSJ (Local Jurisdictional Boundary), have the percentages in each jurisdiction been detailed? Yes❑ No El 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: 47F8E4FE-549F-4AF1-A4C7-E94D1 D3793DE Ar— 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 El 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: 47F8E4FE-549F-4AF1-A4C7-E94D1 D3793DE Ar— AF -171- 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 ❑ 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 ❑ •// N/A ❑ Page 4 of 7 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1 D3793DE Ar— 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: 47F8E4FE-549F-4AF1-A4C7-E94D1 D3793DE Ar— 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: 47F8E4FE-549F-4AF1-A4C7-E94D1 D3793DE Ar— 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: D DocuSigned by:� I Prepared by: aosoc6e79D3D410.. Utility Design Coordinator Recommended for Approval by: Approved by: DocuSigned by: d759QRFRf:FFRdF7 Quality Control �D�o�cuu�Siig.�need by: % E 'rn� c t l �• AA. 7�Z�Ad�f1FRASA Q Utility Manager 07/02/2024 Date 07/02/2024 Date 07/03/2024 Date Page 7 of 7 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 4. Utility Agreement SEC-U-0520-08 Page 1 of 1 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1 D3793DE AF­ Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 1 of 8 REV 07/2018 County: Tarrant ROW CSJNo.: 0008-13-242 Const. CSJNo.: 0008-13-125 Highway: I142O. I14820. US287 Fed. Proj. No.: F-2022(675) Limits: IH2O from Forest Hill Drive to Little Road. IH820 from I142O to Brentwood Stair Road; and US287 from Sublett Road to Villaae Creek Road UTILITY ADJUSTMENT AGREEMENT AMENDMENT (DB Contractor -Managed) (Amendment No. 08 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: 47F8E4FE-549F-4AF1-A4C7-E94D1 D3793DE AF— Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 2 of 8 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 # 1106 (Utility ID # 11011): One 8" PVC water line on the east side of IH820 running south/north under Louis St. on the north side of Lancaster Ave. at approximately Lancaster Ave. Station 26+58, and one 8" CI water line on the east side of IH820 running east/west along the north side of Lancaster Ave. from approximately Lancaster Ave. Station 26+86 to approximately Lancaster Ave. Station 22+73 then turning north and running south/north along the east side of IH820 from approximately IH820 FR Station 517+95 to approximately IH820 FR Station 529+32. Relocation ID # 1108 (Utility ID # 11012): One 16" CI water line running east/west under Craig St. on the east side of IH820 from approximately Craig St. Station 20+71 to approximately Craig St. Station 17+39 then turning north and running south/north along the east side of IH820 from approximately IH820 FR Station 528+92 to approximately IH820 FR Station 537+85. Relocation ID # 1112 (Utility ID # 11017): One 16" CI water line crossing IH820 at approximately IH820 BL Station 537+82. (b) The Plans, as defined in Paragraph 1 of the Original Agreement, are hereby amended to add thereto the Plans, specifications and cost estimates attached hereto as Exhibit A: and (c) The Plans attached hereto as Exhibit A. along with this Amendment, shall be submitted upon execution to TxDOT in accordance with Paragraph 2 of the Original Agreement, and Paragraph 2 shall apply to this Amendment and the Plans attached hereto in the same manner as if this Amendment were the Original Agreement. If the Owner claims an Existing Utility Property Interest for any of the Additional Owner Utilities, documentation with respect to such claim shall be submitted to TxDOT as part of this Amendment and the attached Plans, in accordance with Paragraph 15(a) of the Original Agreement. 1.2 Reimbursement of Owner's Indirect Costs. For purposes of Paragraph 6 of the Original Agreement, the following terms apply to the Additional Owner Utilities and proposed Adjustment: (a) DB Contractor agrees to reimburse the Owner its share of the Owner's indirect costs (e.g., engineering, inspection, testing, ROW) as identified in Exhibit A. Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1 D3793DE AF­ Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 3 of 8 REV 07/2018 When requested by the Owner, monthly progress payments will be made. The monthly payment will not exceed 90% of the estimated indirect work done to date. Once the indirect work is complete, final payment of the eligible indirect costs will be made. Intermediate payments shall not be construed as final payment for any items included in the intermediate payment. (b) The Owner's indirect costs associated with Adjustment of the Owner Utilities shall be developed pursuant to the method checked and described below [check only one (1) box]: ® (1) Actual related indirect costs accumulated in accordance with: (i) A work order accounting procedure prescribed by the applicable Federal or State regulatory body; or (ii) Established accounting procedure developed by the Owner and which the Owner uses in its regular operations; (either (i) or (ii) referred to as "Actual Cost'), or ❑ (2) The agreed sum of $ ("Agreed Sum") as supported by the analysis of the Owner's estimated costs attached hereto as part of Exhibit A. 1.3 Advancement of Funds by Owner for Construction Costs. (a) Advancement of Owner's share, if any, of estimated costs. Exhibit A shall identify all estimated engineering and construction -related costs, including labor, material, equipment and other miscellaneous construction items. Exhibit A shall also identify the Owner's and DB Contractor's respective shares of the estimated costs. The Owner shall advance to the DB Contractor its allocated share, if any, of the estimated costs for construction and engineering work to be performed by DB Contractor, in accordance with the following terms: ® The Adjustment of the Owner's Utilities does not require advancement of funds. ❑ The Adjustment of the Owner's Utilities does require advancement of funds and the terms agreed to between the DB Contractor and Owner are listed below. [Insert terms of advance funding to be agreed between DB Contractor and Owner.] (b) Adjustment Based on Actual Costs or Agreed Sum. Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1 D3793DE AF— Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 4 of 8 REV 07/2018 [Check the one (1) appropriate provision, if advancement offunds is required]: ❑ The Owner is responsible for its share of the DB Contractor Actual Cost for the Adjustment, including the identified Betterment. Accordingly, upon completion of all Adjustment work to be performed by both parties pursuant to this Amendment: (i) The Owner shall pay to the DB Contractor the amount, if any, by which the Actual Cost of the Betterment (as determined in Paragraph 9(b)) plus the Actual Cost of Owner's share of the Adjustment (based on the allocation set forth in Exhibit A) exceeds the estimated cost advanced by the Owner; or (ii) The DB Contractor shall refund to the Owner the amount, if any, by which such advance exceeds such Actual Cost, as applicable. ❑ The Agreed Sum is the agreed and final amount due for the Adjustment, including any Betterment, under this Amendment. Accordingly, no adjustment (either up or down) of such amount shall be made based on Actual Costs. 1.4 Reponsibility 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 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1 D3793DE AF­ Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 5 of 8 REV 07/2018 cost to perform such work without the Betterment, which estimates are hereby approved by the Owner. The estimated cost of the DB Contractor work under this Amendment which is attributable to Betterment is $ , calculated by subtracting (ii) from (i). The percentage of the total cost of the DB Contractor work under this Amendment which is attributable to Betterment is %, calculated by subtracting (ii) from (i), which remainder is divided by (i). (b) If the above Paragraph 1.5(a) identifies Betterment, the Owner shall advance to the DB Contractor, at least 14 Business Days prior to the date scheduled for commencement of construction for Adjustment of the Additional Owner Utilities, one-half of the estimated cost attributable to Betterment as set forth in Paragraph 1.5(a) of this Amendment. If the Owner fails to advance payment to the DB Contractor on or before the foregoing deadline, the DB Contractor shall have the option of commencing and completing (without delay) the Adjustment work without installation of the applicable Betterment. The second half of the payment less 5% retainage will be due to DB Contractor when the Utility that is the subject of the Betterment is put into service. The retainage will be paid when as -built and close-out documents are provided to the Owner. [Check the one (1) appropriate provision]: ❑ The estimated cost stated in Paragraph 1.5(a) of this Amendment is the agreed and final amount due for Betterment under this Amendment, and accordingly no adjustment (either up or down) of such amount shall be made based on actual costs. ❑ The Owner is responsible for the DB Contractor Actual Cost for the identified Betterment. Accordingly, upon completion of all Adjustment work to be performed by both parties pursuant to this Amendment, (i) the Owner shall pay to the DB Contractor the amount, if any, by which the Actual Cost of the Betterment (determined as provided below in this paragraph) exceeds the estimated cost advanced by the Owner, or (ii) the DB Contractor shall refund to the Owner the amount, if any, by which such advance exceeds such Actual Cost, as applicable. Any additional payment by the Owner shall be due within 60 days after the Owner's receipt of the DB Contractors invoice therefor, together with supporting documentation; any refund shall be due within 60 days after completion of the Adjustment work under this Amendment. The Actual Cost of Betterment incurred by the DB Contractor shall be calculated by multiplying (i) the Betterment percentage stated in Paragraph 1.5(a) of this Amendment, by (ii) the Actual Cost of all work performed by the DB Contractor pursuant to this Amendment (including work attributable to the Betterment), as invoiced by the DB Contractor to the Owner. (c) The determinations and calculations of Betterment described in this Amendment shall exclude right of way acquisition costs. Betterment in connection with right of way acquisition is addressed in Paragraph 15 of the Original Agreement. 1.6 Miscellaneous. Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1 D3793DE AF— Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 6 of 8 REV 07/2018 (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. (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: 47F8E4FE-549F-4AF1-A4C7-E94D1 D3793DE AF— Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 7 of 8 REV 07/2018 APPROVED BY: TEXAS DEPARTMENT OF TRANSPORTATION By: David M. Salazar, P.E. LE Authorized Signature District Ensineer (or designee) Date: OWNER By: Citv of Fort Worth uSigned by:2.Doo r•a44_; Co�i'w By: Fernando Costa Assistant Citv Manager 07/15/2024 Date: mwadid for Approval c ,_. Chris Harder, P.E. Title: Director, Water Department Approved as to Form and Legality: LocuignedDSby: z�nrsorrnoaaaea7 Douglas W. Black Sr. Assistant City Attorney M&C No. Date: EOi�ned by: L�MJAk& i�;1564UL FF�F7A71lAS�F�°� Jannette S. Goodall City Secretary govvpp 4 �Il a F F000t�O9a1d o�Q °o* ° aIla IlIl nEap?o4°' OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1 D3793DE AF­ Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 8 of 8 REV 07/2018 DB CONTRACTOR By: Jav Knez DocuSignd by: By:[�'� asc�ansaaaa Duly Authorized Representative Proiect Director South -Point Constructors, a Joint Venture 07/09/2024 Date: Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE SOUTH:POINT CONSTRUCTORS Utility Adi ustment Aureement Section 5. Plans and Specifications SEC-U-0520-08 Page 1 of 1 STATE OF TEXAS DEPARTMENT OF TRANSPORTATION PLANS OF PROPOSED STATE HIGHWAY Y IMPROVEMENT FEDERAL AID PROJECT F-2022(675) CSJ: 0008-13-125, ETC. SOUTHEAST CONNECTOR PROJECT TARRANT COUNTY LIMITS/LENGTH: I-20 FROM I-20/I-820 INTERCHANGE TO FOREST HILL DRIVE = 2.2 MILES I-20 FROM I-201r20 INTERCHANGE TO LITTLE ROAD = 2.3 MILES I-820 FROM I-20/I-R201NTERCHANGE TO BRENTWOOD STAIR ROAD= 6.2 MILES US 287N FROM I-820/US 287 INTERCHANGE TO VILLAGE CREEK ROAD = 0.8 MILES US 287S FROM I-20/US 287 INTERCHANGE TO SUBLETT ROAD = 2.2 MILES NEEDS SPC RELEASE FOR CONSTRUCTION CITY OF FORT WORTH WATER LINE RELOCATION: 1106, 1108, & 1112 240607 S00 UT R COFW-PK08 (X-28228) UcRGKu OIV. NO. FEDERAL AID PROJECT N0. H�14 N DRAWN 6 F-30321675) n'I-630 0 T TN _, SHEET 1 JR� STATE DISTRICT c°U" NO 5( HLMH Fxas Fr. wo"Try APPROVED CONTROL SECTION — S00-UT-33346 RGK DDD8 13 1zs, e c 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 FRONTAGE ROADS URBAN COLLECTOR LOW -SPEED 40 MPH LOW -SPEED 30 MPH URBAN ARTERIAL 'OWSPEED40 MPH URBAN ARTERIAL LOWPEED30 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 URBANCOLLECTOR LOW -SPEED 15 MPH SHARED USE PATH URBAN COLLECTOR LOW -SPEED lO MPH SEC- U-0 520 THE BASIS OF BEARINGS 15 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: �Gu15 fFNAu' ).. �:. > V'C O O 1 SPECIFICATIONS ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION, NOVEMBER 2014 AND SPECIFICATION ITEMS LISTED REVIEWED AND APPROVED BY: 07/10/1024 AND DATED AS FOLLOWS, SHALL GOVERN ON THIS PROJECT REQUIRED DIRECTOR CHRIS HARDER, P.E. DATE CONTRACT PROVISIONS FOR ALL FEDERAL -AID CONSTRUCTION WATER DEPARTMENT T. CONTRACTS(FORM FHWA 1273, MAY 2012). THIS PROJECT HAS BEEN NG THE DESIGN BUILD AGREEMENT CITY OF FORT WORTH - SEGMENTIN t�pSE, �:,;f l)I 9*IJI/ INCLIUDINGNED GALIL THE TECHNICAL DOCUMENTS ANDDOCUMENTS THE TECHNICAL 180 SEGMENTIS is '•.�/ REQUIREMENTS. _w m 0 G. G I 2. TDLR INSPECTION REQUIRED. REVIEWED AND APPROVED BY: .%�"''K. bauwrk C_'. m/w/zoz4 S" 2B / ......! �'�.• 010T3 i ENGINEERING MANAGER DEPARTMENT JOHN R. KASAVICH, P.E. DATE SEGMENFISWATER 303 (1j11\yoNA � CITY Am* Texas Department of Transportation J_ - 1i Oj , © 2024 REVIEWED AND APPROVED BY: / -" �il .."'`�' !SEGMENT3•.l PROJECT MANAGER RONALD GVKING, P.E. 06/07L2024 DATE a HALFF ASSOCIATES =8 sEGMENT4 � ]POINT SOUTH P r SEGMENT 28 SEGMENT4 SEGMENT6 CONSTRUCTORS w I 1 'SEGMENTS SEGMENT8 ' pK5 Kiewit i8 28 TBPE REGISTRATION N0. F 6649 a (M(M PROJECT LOCATION MAP N.T.S. AECOM Technical Services, Inc: F-3580 ��� haw © 2024 by Texas Department of Transportation; all rights reserved TBPELG ENGINEERING FIRM f1312 INDEX OF SHEETS INDEX OF SHEETS * SHEET DESCRIPTION DATE REV * SHEET DESCRIPTION DATE REV * 500-UT-33346 TITLE SHEET - SEC-U-0520 06/07/2024 0 =00-UT-33347 INDEX OF SHEETS - SEC-U-0520 J< 06/07/2024 ` 500-UT-33348 GENERAL NOTES - SEC-0-0520 0610712024 0 - 3349 OVERALI PRnIFCT M.P_-.—fnNTRDI 06/07/2024 * S00-UT-33350 PROJECT KEYMAP - SEC-U-0520, SEGMENT 1N 06/07/2024 0 �1 06/072024 * S00-UT-33352 PROPOSED WATER SYSTEM 6 EXISTING ISOLATION VALVE LAYOUT 06/07/2024 0 06107120244 * S00-UT-33354 WATER LINE RELOCATION 1106A, PLAN 6 PROFILE - STA 1100.00 TO STA 4+50.00 06/07/2024 0 0610720 ` S00-UT-33356 WATERLINE RELOCATION 1106A, PLAN 6 PROFILE - STA 9+00 00 TO STA 13+50.00 0610712024 0 � 33-1 06/07/2024 * S00-UT-33351 WATER LINE RELOCATION 11068, PLAN 6 PROFILE - STA 1+00 00 TO STA 1+72.25 0610712024 0 O61072024 * S00-Ui-33360 WATER LINE RELOCATION 1108, PLAN & PROFILE - STA 3+50 00 TO STA 5+50.61 06/07/2024 0 06/072024 * S00-UT-33362 WATERLINE RELOCATION 1112, PROFILE - STA 1+00.00 TO STA 5100.00 06/07/2024 0 0610712024 * 500-UT-33364 WATERLINE RELOCATION 1112, PROFILE -STA 5+00.00 TO STA 9+26.46 06/07/2024 0 0610720 ` S00-LIT-33366 DETAILS, TRENCH REPAIR C6D 06/07/2024 0 0610720 =lffl 8 DETAILS, TRENCH REPAIR G & H 0610712024 0 0 DETAILS, TRENCH REPAIR K. L, 6 M 06/07/2024 0 * S00-UT-33372 DETAILS, 0106 6 D108 06/07/2024 0 * 500-UT-33374 DE7AILS, 0113 6 D114 06/072024 0 * S00-UT-33376 DETAILS, D120 & D123 06/07/2024 0 * S00-UT-333]8 DETAILS, D130 6 D131 06/07/2024 0 * S00-UT-33380 DETAILS, D134 6 D135 06/07/2024 0 * 500-UT-33382 DE7AILS, D139 6 D151 06/07/2024 0 * 500-UT-33384 DETAILS, D208 & D534 06/072024 0 oISSUE RECORD NO. DESCRIPTIONDATE NEEDS Fu4{f SOUTHEAST CONNECTOR PROJECT ICE S00D6�33341dgn RELENaE0F0aCON6Ta11CT�ON _71)0)4 SPC SOUTHCPOINT RELEASE FOR UTILITIES aFe o� CONSTRUCTORS CONSTRUCTION INDEX OF SHEETS-SEC-U-0520 D61mI2 o140 * INCLUDED IN THIS PACKAGE OF aoNALo c, 81073 ',�X s'ONAI Eas �eTexas Deportment of Transportation © 2024 urtw'R6K oivfiuo rEUE F-2021(1)1lrxo xI6810v RAo x�-a .WORTH ARN) aoE S00-UasE3ox T-33347 _ DoDa 5,ef GENERAL NOTES GENERAL: 1. THE CONTRACTOR SH 2. 3. 4. 5. 6. 2. B. 9. 10. 11 DIVISION 01 - GENERAL REQUIREMENTS GENERAL NOTES 2. EXISTING VERTICAL D 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 Bi REINSTATED. IN NO CASE SHALL SERVICES BE ALLOWED TO REMAIN OUT OF SERVICE OVERNIGHT. 4 PRO VIDE 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 CFTY PREQUALIFIED CONTRACTORS, BYAPPROPR/ATE WATER DEPARTMENT WORK CATEGORY, SHALL BEALLOWED TO ADJUST VALVE BOXES, MANHOLES, RING & COVERS, ETC 6. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY. THE CONTRACTOR SHALL CONSTRUCT TH T ALL EMBEDMENT AND BACKFILL SHALL BE IN ACCORDANCE WITH TXDOT ITEM 400. 8. EXISTING UnLFFY INFORMATION IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELYAS POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT ME CITYAND THE ENGINEER NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF ME 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 WATEF OR WASTEWATER TRENCH. WATER: 1. PROVIDE THRUSTRESTRAINTBY MEANS OF RESTRAINING OINT5AT FTITINGS AND CONCRETE BLOCKING WHENSPECIFICALLY INDICATEDONTHE DRA INGS, PROVIDE THRUST RESTRAINTAT DESIGNATED DINTS BEYOND THE FITTINGS. EACH METHOD SHALL BE CAPABLE OF THRUST RESTRAINT / DEPENDENT OF ME 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 4 5. 6. ]. 8 I MARQUEE IS SUGGESTED TO INFORM PARENTS AND STUDENTS OF CONSTRUCTION, CONSTRUCTION 13 DURATION, AND POSSIBLE ALTERNATIVE ROUTES AROUND CONSTRUCTION SITES. ONE LANE SHALL REMAIN OPEN AT ALL TIMES, AND ALL LANES OF TRAFFIC SHALL REOPEN UP AT THE END OF EACH WORKDAY. DIVISION 03 - CONCRETE 14 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. 15. DIVISION 33 - UTILITIES GENERAL: 1. WHEN IT IS REQUIRED THATA CONTRACTOR WORK ON PRIVATEPROPERTYWTIHINUTILITY EASEMENTS, THE CONTRACTOR SHALL CONTACT THE PROPERTY OWNER 48 HOURS PRIOR TO CONSTRUCTION. ONCE THE PIPE HAS BEEN INSTALLED OR REHABILNATED, 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 010,10 '..FN`�' NO RELEASED FOR CON-RIOx RIPTION D�011 7■N, SOUTH "POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION GENERAL NOTES N 16. ALL EXISTING WATER METERS SHALL BE RELOCATED 3 FT. BEHIND THE CURB OR AS SHOWN ON THE PLANS (SECTION 33 HA LOl 17. THE CONTRACTOR SHALL INSTALL A2-INCH TEMPORARY WATER SERVICE MAIN PER SECTION 04 30 LARGE DOMESTIC SERVICES (3-INCH AND LARGER) AND FIRE LINES SHALL REQUIREA LARGER MAIN FOR TEMPORARY WATER SERVICE DURING CONSTRUCTION. 18. ALL PVC WATER MAINS 12-INCH DIAMETER AND SMALLER SHALL BE OR-14 PER SECTION 33 11 12 ALL DUCTILE IRON WATER MAINS SHALL BE POLY WRAPPED PER SECTION 3330, 33 11 11. CATHODIC PROTECTION STUDY IS REQUIRED ALL PIPES OTHER THAN PVC VC IN ACCORDANCE WITH CATHODIC THE RECOMMENDATIONS FROM THE CATHODICIC 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 OINFS TO CLEAR CURB INLETS. MINIMUM HORIZONTAL SEPARATION FROM OUTER WALL OF MA/NT 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 HEAD WALLS SHALL BE 10 FT. 20. UNLESS OTHERWISE NOTED ON THE PLANS, THE GATE VALVES SHALL BE INSTALLED TO LINEUP 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 160811TH AVE. FORT WORTH TX 26102 22. INSTALL SURFACE UTILITY MARKERS ATALL HORIZONTAL BENDS, TEST STATIONS, AND OTHER LOCATIONS SPECIFIED IN SECTION 33 05 26 SURFACE MARKERS WILL ONLY BE INSTALLED IN GREEN OF tE OF nA111 ................ RLD73 a;W� / ICENSE:2-^ �IIIA S'ONAI Eas " \- ��Texas Department of Transportatlon © 2024 SOUTHEASTCONNECTOR PROJECT SEC-S00-DB-U 33348.tlg" S xEF-2022(fi)S)Tx L820 UTILITIES aF° GK N. ^� XAS FTI ORTI GENERAL NOTES - SEC-U-0520 DsmTlzoz4 I S00-UT-33348 1 .14. avr RGK DOD8 sE 3iox 25 e I C '�f=r e• i ISSUE RECORD NO. Df. RIPTION 0 � FLEASED FOR CONSTRUCTIOG ON 4C�C N� Rq SEGMENTS I SEGMENT DATE OTRD 1-30 g�2 000813250-02 •S W� X=236263fi.54 BRENTINOOD STAIR RD 5 V=6960559.5T a POINT NAME GRDYY/N� /N17 ING GIjYYLN`0 E�AyS. IG �000813250-01 6f60804.6 23i3855.544 �000813250-02 6961394.838 2362920.060 �000813250-03 6954597.905 2360342.554 ELEUAT/ON 633.610 639.216 590,966 Z=639.28 000 000613250-01 000813250-d 6954597.905 2361433.302 598.022 V=fi959969A3 Z = 633.61 1000813125-03 1000813125-04 6944416.533 6949388.975 2360685.012 2362754.296 558.174 512.529 1 EMC IA IS 41196.429 2360311.514 590.986 MEADOWSROOK DR EMC 16 6947040.263 2360626.258 588.022 1 EMC 2A 6939262.697 2353214.522 611.904 I EMC 28 :938972 855 2353493.626 623.412 1 EMC 3A 928991110 2358839.961 514.613 -•1 EMC 38 6929702.274 2358518.305 566.912 Tf SOUTHEAST CONNECTOR PROJECT seaS00-DB-W33349.dgn "'xxxFn=„ NEEDS SPC SOUTH RELEASE FOR UTILITIES aFe CONSTRUCTORS CONSTRUCTION OVERALL PROJECT MAP D6/ma orao SURVEY CONTROL POINTS 0 800 4000 • �� SCALE IN FEET NOTES 1. HORIZONTAL COORDINATES IN TABLEARE SURFACE COORDINATES AND ARE REFERENCED TO STATE PLANE NAD83 (2011), TEXAS NORTH CENTRAL ZONE 42021N 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. 65 7 T\�111 = f',...... �.."....... rho:, .1073 oiW� ICENSE:2-^ IIIA S'ONAI Eas ��®Texas Deportment of Tronsportotlon / OC 2024 urwRx a oivfiuo rEUE rxo x16820v F-2022(675) a j lZ 1 °'wo�H as N o „o" T I SOO-UT-33349 RVPRGK 0008 sE 3iox 25,e I ISSUE RECORD I NO. Df- RIPTION DATE 0 RELEASED FOR CONSTRUCiIO�J OW0)I2024 500-UT-33359 THRU WL-1106A N'1 SOO-UT-33360 500-UT -33354 THRU SOO-UT-33357 �l WL-11068 - 500-UT-33358 \F4 NEEDS SPC SOUTH"POINT RELEASE FOR CONSTRUCTORS CONSTRUCTION N N OJ N 0 200 i000 SCALE IN FEET OF T�101 el �ho:,� R3D)3 oiW� ICENSE:2-^ IIIA S'ONAI Eas ��®Texas Deportment of Tronsportotlon 2024 SOUTHEAST CONNECTOR PROJECT SEC-S00-DB- 33360.dgn uwn`u ! RGK O1 6 ° °eu022(6lecrXO F-2022(fi)5) HIGNH© Dwa I-R20 UTILITIES LRU ;E °"'^'R aaN "° PROJECT KEYMAP -SEC-U-0520 l0)12o2a l(AS L"" � RVPRGK c000R FT WORTH sF-.. ) °a I S00-UT-33350 SEGMENT 1N s orao DoDa 13 25,em I of ¢ Y ✓I OC � � Q � E O Z n X V ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRURION DATE 1 0610]N024 I i 0I " I b AIy'/ ld ' Ili �4�11 X-UNKN GREENLEE ST ���..� GPEet''. X-UNfN; 2y INSTALL: 1-16" PRESSURE PLUG (0323) (START ¢ x ABANDONMENTNMENT EAST? SN N-6955405.85 � E-1360603.57 a T / CUT 6 PLUG # EXIST. PLUG CI WL X-25587 I WL-1112 (UT-11017) VAN NA, AI LIV �310 ABANDON 414 LF EXIST 36"CIWL WITHGROUT REMOVE 6 SALVAGE SEE COFW-PK09 FOR _ � E%ISi 16" AGV LABANDONMENT REMOVE&SALVAGE EXIST. ARV STHDLEY $ XIST AR (UT-11012) II ABANDON J281.2T. X WEELEMENNTARY� Ill � jy l j 1 �16"CI WL WITH GROUT scNooLBEA;. IVI Y II III A i'I Ps _BEATYST -�1J TY ST I.... I' I III �I\ II I REMOVE 6 SALVAGE Il li j III I^\� EXIST. 8" GV III �II,I,L II III II \P II u' I REMOVE 6 SALVAGE j R I III IIII II \\\ III T EXIST 16" GV !II I M1I II II \� 11 b REMOVE & SALVAGE it III II 1i1111 \1\\ !I EXIST. 8" GV III illl II I\ QssJ REMOVE .& SALVAGE III I\i17: EXIST, 8" GV SEE COFW-PK09 FOR 411jV 1I1 - REMOVE&GLVAGE ABANDONMENT III II III �?� � II 11 ly l ~ EXIST. IST. 16" SALVAGE EXIST. VIM , I i1 II II III /r EXIST. FH & 6L✓AGE EXIST.6 6GV iT _ „ „ „ „ rr T ' flil �y 11ur li. - CRAIG IG SST R/ IIII III I1111 CHsr III III \'p _ CUT & PLUG EXIST. 16" Cl WL l� =1 II//li III II II II 11 I .- Ll Q Ta � � // I I I II I IIII \IIIJIIII J h n M � Lu N o O7 ?c WL-11U6A(UT-11011) !QNCQSrFA X.UNKNK: ABANDON 1628 LF EXIST. �8" Cl WL WITH GROUT �i I ii III i11 i1i i TI II III III ! ,- 1 � x SOUTHOPOINT CONSTRUCTORS GREENLEE ST O o so 400 SCALE NOTES: 1. CONTRACTOR AND CITY INSPECTOR TO CONTACT THE CRY'S WATER FIELD OPERATIONS PRIOR TO ALL ITEMS BEING REMOVED OR SALVAGED. In W ¢ 2. CONTRACTOR SHALL PROVIDE DOCUMENTS TO CITY INSPECTOR FOR ALL W ITEMS REMOVED AND SALVAGED TO THE CITY'S FIELD WATER OPERATIONS O WAREHOUSE. 3. CONTACT WAREHOUSE SUPERVISOR, JESTS RSYSTEL ]) S PE SUPERVISOR, AT H WATER SYSTEMS SUPERVISOR, DELIVER ALL (817) ALL E O CITY SALVAGED MATERIALS SALVAGED MATERIALS TO LOCATED ATFORT WORTHFIELD OPERATIONS LOCATED 360811 TH AVE. FORT WORTH, TX 76102. I.. 4. ALL SALVAGED MATERIALS MUST BE DELIVERED TO CITY OF FORT WORTH LLWI g5. FIELD OPERATIONS WITH IN 5 CALENDAR ALL EXISTING WATER SERVICES MUST BE RECONNECTED TO THE RELOCATED Q WATER LINES. WHERE APPROPRIATE. 2 Q EXISTING WATER SERVICE PIPE SHALL BE ABANDONED WITH GROUT. 6. CUT& PLUG EXISTING LINES PER DETAIL DO07. CRA/C, ST OO R`U77 sr CUT & PLUG EXIST, 8" CI WL WL-11068 (UT-11054) — ABANDON 65 LF EXIST. 8" PVC WL WITH GROUT cNURC _ REMOVE 6 SALVAGE NSr EXIST. 8' GV Q CUT 6 PLUG W --.,� - EXIST 8" CI WIL OF REMOVE & SALVAGE_ EXIST. I'm M U N /...................... 5. / RONALD G. KING ...................... KERB ST OLD HANOLEY RD v Deportment Of Transportation © 2024 SOUTHEAST CONNECTOR PROJECT�n NEEDS S PC SEC500.0&U-33361.tlgn GK 6 F-202216]51 L820 RELEASE FOR UTILITIES �;;cl` I . °I.... �°»r EXISTING WATER SYSTEM ABANDONMENT LAYOUT I06ro712024 Lwe TEKAs Fr.w.— CONSTRUCTION WE °N w° �I°N ARRANT I SOO-UT-33351 `tt6 O14. pPPRGK 00008 13 125,- I N X X-UNKN I I�--------- __ '( I I QI OI v�j -- IZ llr 17 Lee `' I -- I GRE NLEEST � I_GREENLEE ST Ic - x-uNXN� u> p EEN I I GREENLEE ST I I r-- I fi of fi °zl �u In I I z 1 h I I I I I.• I �I a' .:a v I I I I m I I I WL-1119 I I I I n I I I (LOFW-PK09) I I I I I I VAN NATTA I I I I EXIST. ISOLATION VALVE ­,,I W Q I I WEST HANDLEY SEE COFW-PK09—�-X-35340 __ EXIST. ISOLATION VALVE I I I ELEMESCNTARY�� �� I Q I \ I of I HOOL y I I 0 1 \ EXIST. ISOLATION VALVE '<I II 130 04 _BEATYST % BEATY ST I I I I I (LDFW-PK09) I I I / I I I I I I EXIST. ISOLATION VALVE I I I I ' WL-1112 EXIST. ISOLATION VALVE I I I l I I ' (CO FW-PK08) I WL-I311 ' I W I I - EXIST. ISOLATION VALVE I $ ' �0e�. III illl I!II °jrl n I I '-`+ I - II - •I \C � I III I � IIII �tl „^ I I EXIST. ISOLATION VALVE I Q l EXIST. ISOLATION VALVE i EXIST. ISOLATION VALVE �.: _ _ - 1 . I EXIST. II OU1nON VALVE l:`RAIGST r O x-09708 - ----- ------ l _ I -9-r�p�p • � _ _ J_ __y r-t"�L41G ST I CR9 ExIST. ISOLATION VALVE I / p9801 EXIST ISOLATION VALVE J, EXIST. ISOLATION VALVE EXIST. ISOLATION VALVE I I l l�� cQSTFR / XLNKN Xli OI fi I r`�' ROBS7. i X "4jiF +� EXIST ISOLATION VALVE EXIST. ISOLATION VALVE 1- TI EXIST ISOLATION VALVE I I I ` Exisr. IsoianoN VALVE STF � rr 6 I Exlsr. IsounoN vuvei� a 7` 2 q N II II II x�, l lw l B _ ON DR � L_ a - TEN51 o I III � Y� OLD HANDLEY \ I l >• �I II ICI, I i IF^ r -- - - --- / I NO °A. "'�ha« NEEDS SPC u SOUTHEAST CONNECTOR PROJECT IsE sao�R�-33352.49° C! N 0 k6lFnssFn FOR CONSTRDLIIOx O6/O)rz02A ��^- s i hs $CUTHYPQINT RELEASE FOR UTILITIES I- �°W CONSTRUCTORS CONSTRUCTION PROP. WATER SYSTEM AND fim3rzoze EXISTING ISOLATION VALVE LAYOUT a 7 OF40 O0 80 400 SCALER 1 �••RONALDG KNG•• p,/p r/I 90' <10EN 9E��r6�3 hrlihsgL_ ­' Texos Deportment of Tronsportotlon © 22024 I xE6 F-2022(675)* F620 We`RL I swF TEKAS °x'rxKT C°uxry xa E° FT. WO0.T11 TA— x S00-UT-33352 xwx0 I Oxmo sE[rlax Lo �v0.GK � e0006L 13 125,eK LEGEND FTW WATER /PLANVIFWf EXISTING WATER TO REMAIN! EXISTING WATER (ABANDONED) WTiM�_ EXISTING WATER (TO ABANDON) PROPOSED WATERLINE WATER CASING PIPE APPURTENANCES (PROPOSED AND EXISTING) WATER GATE VALVE DG WATER REDUCER G FIRE HYDRANT • A WATER METER CLEANING WYE FTW WATER /PROFILE VIEW) EXISTING GROUNd-------------------------------- FINISHED GRADE - - EXISTING WATER LINE PROPOSED WATERLINE CASING GATE VALVE (NO VAULT, WITH VAULT) Illlllll N COMBINATION AIR VALVE ASSEMBLY WITH VAULT PRESSURE PLUG 0 TEEITAP Q EXISTING UTILITY CROSSING* PROPOSED UTILITY CROSSING Q *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 OTHER UTILITIES - ELECTRIC - - - - - - - ONCOR OVERHEAD ELECTRIC ----{IIL-----0-8---- ONCOR OVERHEAD FIBER OPTIC - - - - —1 - - - - -TFL­RWL- VERIZON BUSINESS OVERHEAD FIBER OPTIrICTV- - - - - SPE - - - - - TELL IAL- CHARTERICHARTER OVERHEAD TELEPHONE -----1T-----TEL+1Hi4Y- ATT FIBER OPTIC ----ITT- --- {OC-B----ATT FIBER OPTIC -----uY----{¢-B----ZAYO FIBER OPTIC ----SILT----- -B---- VERIZON BUSINESS (FORMERLY MCI) FIBER OPTIC----{PE----{00-0----CHARTER FIBER OPTIC----{iL-----FOC-B---- CENTURY LINK (FORMERLY LEVEL 3) FIBER OPTIC --------FBL-B---- CONTERRA TELECOM TERVICE CT/ - - - - CHARTER TELEPHONE-----TT-----TEL-O----ATT WATER-----F7M-----MTRD---- CITY OF FORT WORTH WATER - - - -ice----WTRB---- CITY OF KENNEDALE WATER----�fL----tiVTP-B----CITY OFARLINGTON WATER -----FOR-----MTR-B----CITY OF FOREST HILL WATER -----PJT-----WTR-B---- PRIVATE WASTEWATER ----{FN-----yyfr---CTTYOFFORT WORTH WASTEWATER---------MM-O---- CITY OF KENNEDALE WASTEWATER -----ai-----MW-o- - - - CRY OF ARLINGTON WASTEWATER----{OI-----1VWfr - - - CITY OF FOREST HILL WASTEWATER----{l?-----MMfr - - - PRIVATE GAS-----f+----CAS-B----ATMOs PIPELINE-----&Al----{L-o---- BLUE STONE NATURAL PIPELINE----{OA----{Lfr - - - Colo. (SUBSIDIARY OF CRESTWOOD) PIPELINE----{iH--------- ENERGY TRANSFER PIPELINE-----FM----{L-D---- FLINT HILLS PIPELINE - - - - ---{Lfr - - - SUMMIT MIDSTREAM (DFW MIDSTREAM) PIPELINE ------------- WILLIAMS *ONLY EXISTING SUE LVL D LINESTYLES SHOWN (AS GENERAL REPRESENTATION OF ALL UTILITY LINESTYLES) OTHER UTILITY STRUCTURES MANHOLE HANDHOLE (] POWER POLE 0 GENERAL EXISTING F.O.W. PROPOSED R O W EXISTING PROPERTY LINE EXISTING EASEMENT PROPOSED EASEMENT (PRELIMINARY) PROPOSED EASEMENT (FINAL) FLOODPLAIN BOUNDARY EAISIIIVGSTURMPIPEIBOX(REMAIN) _____________________ EXISTING STORM PIPE/BOX (ABANDON)X }_ — S — S S= 8 -C X- PROPOSED STORM PIPEIBOX STORM CURB INLET STORM GRATE m 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 OE tE OF nA111 f',...... .......... R 73 oiW� ICENSE:2-^ IIIA S'ONAI Eas ��®Texas Deportment of Tronsportotlon pI ISSUE RECORD I , O ° 024 o� NO. DESCRIPTION DATE I ��� {f SOUTHEAST CONNECTOR PROJECT SEC-S00-OB-U 33303.dgn """ "°` °'°°°"`T"° "°p �; o RELENSEOEDRCONSRBRON o�d,)zdzA ...F.,,,,, NEEDS SPC �W" qs*xF2033(570) 820 SOUTH "POINT RELEASE FOR UTILITIES a. TE �.NORm TNRRAN ° CONSTRUCTORS CONSTRUCTION LEGEND °"BOF00 °" E RGK 00B 3°" $e T I S00-UT-33353 1 STA 1+0000 WL-1306A I I III/ CONNECTTOPROP I6"WL-1 8 m� JAL r. I ❑ —dOEd-MN-N13---dpld-Nq ATSTA 3+80.45 -- - -- -' '� �DJd-NM�A1 BEGIN 8' WL-IIO6A i I PRO . 16" WL-1108 � H 0 20 40 �T N=6954605-SOT! � �J ! PROP. 16' WL-1108II�� PROP. 8" SS-3107 E=2361270.83 I i Z (COFW-PKO7) ! STA 2+5629 L-110 STA 2+81 1 ] WL-1106A O V 0 SCALE IN FEET B i� W6A +LTR-PFOP q END CASING INSTALL BY INSTALL. 1-2- POTABLE COMBINATION 3+00 AIR VALVE ASSEMBLYAND VAULT 4+00 I OTHER THAN OPEN CUi N=6954473.31 STA 1+02 00 WL-1306A INSTALL FLUSH MOUNTED 3B.11' E=2363214.88 INSTALL. 1-B' GATE VALVE I CASED CROSSING TEST p N=6954605.78 m N O STATION D-151 STA 2+88.87 WL-1106A p NOTES. E=2361268.83 51.0]' �I O N=695449a.19 DEFLECT 30°15'00" RT n �' E=2361215.53 INSTALL: 1-11.25° BEND STA 3+36.19 WL-1106A O STA 1+05.00 WL-1306A - 1. MINIMUM DEPTH OF COVER SHALL BE 48 m * W7 HORIZONTAL BLOCKING DEFLECT I2°15'00"LT Ul INSTALL: 1-8" CLEANING BA _ _ O INCHES FROM FUTURE AND PROPOSED N=6954605.77 yak N=69544TALL 650.6E VE GROUND MAR �y�HOR/ZONTAL BLOCKING BEND a SURFACE TO THE TOP OF PIPE, UNLESS _.- ------ -^-- _--- - E=F36126583 - �� OTHERWISE NOTED ON DRAWINGS KER _T _ _ _ _ _ E=2361214.68 INSTALL ABOVE GROUND MARKER TA "613 WL-1106A * - _ N=6954419.29 Q 2 ALL VERTICAL AND HORIZONTAL FITTINGS DEFLECT43°40'41"LT - �� _ I E=1361205.05 AND ✓ALVES SHALL HAVE RESTRAINED �' INSTALL I-85° BEND /!III `J yl JOINTS IN ADDITION i0 CONCRETE X. _ _ __ 0.ww.«.v-pgaww+wpl=.0� w __ _ ` ----� STA1 E=2361WLS1306A I }w _ Y 0 Z THRUST BLOCKING. ANCHOR TEES OR _y 6n rtw N ANCHOR COUPLINGS SHOULD O USED TO Wl E-2361224. ]lam_ 2+ P ""�-__ °1 J SECURE ALL BRANCH VALVES TO NS FRONTAGE RO HORIZONTAL BLOCKING L _ _ Z3+00 INSTALL1-45°BEND- '' �R _____-N _ ---� --FTV— FITTINGS CRq/G _ _________3+oD __ - U o * i'+ 3 MINIMUM RESTRAINED LENGTHS' DEFLECT 44°30'33" LT J + "�_" --FTu Q FOR 8' PVC: W/ HORIZONTAL BLOCKING m ________�______4+00 __ PLUGS TEES AND VALVES '-14 FT I -_-_ ^' !PROP. B" L-1306A + _ °_ // N=6954599.2E / -_-_--_ 225D5 ]9FT 11IS°"-g5�14 Fi, E=2361218.16 I PROP. 15' PERM. xN FOR 8 DIP r 'F INSTALL 76 LF 3/8"— CO WATER STA 1+80.24 WL-1306A - "� PLUGS TEES AND VALVES - 61 FT BEGIN CASING INSTALL BY * THICK, 20' DIAMETER EASEMENT m HORIZONTAL/VERTICAL UP BENDS- - - - - y STEEL CASING PIPE 13�--- _ OTHER THAN OPEN CUT 1- \ IV 90°-5]2F,11.24 FT, INSTALL FLUSH MOUNTED- -- - - �D k _ }-7BY rUTOTHERWITH THAN OPEN ON_C_OR ELECTRIC OEL/VERYCOLLC 22.5° -12 FT, 11.25° - 6 FT CASED CROSSING TEST Q -I' / ATER CARRIER PIPE-EL4NCASTERAVED-----}3�-_-�L�--_-3-3----13� --- VERTICAL DOWN BENDS+ STATION D-151 U �; �UJ��Ivu /ENN/NGS, SARAHG 90° -122 FT, 45° - 51 FT, E=236121].51 I i� l �� TRACTSURVE4A\ 6 R 4B 651 (+LENGTH ON EACH SIDE OF BEND) 620 WL-1106A 620 46 LF TRENCH REPAIR 34 LF TRENCH REPAIR ]6 LF 175 LF TRENCH REPAIR PER DETAIL A : PER DETAIL C BY OTHER THAN OPEN CUT PER DETAIL A - - EXIST30"SEWER (A) 19 LF TRENCH REPAIR (TO BEAB SEWER (A) FINISHED GRADE PER DETAILCH _ 615 4-EXIST FIBER OPTIC 615 WATER (A)EXIST. 16_-__-__-_-DUCTBANKS (B) _ _ _ _ (TO BE ABANDONED) (TO BE ABANDONED/ EXIST 24' STORM (A) PROP. 36 (TO BE ABANDONED) STORM 2-E)(IST FIBER OPTIC 610 TELECOMS (TO BE ABANDONED) _ _ _ _ _ _ _ _ _ _ _ _ _ _ 610 --- PROP.4 SIGNAL_ - - _ P ` CONDUIT _ EXIST GROUND PROP. 4 ILL --- EXISTING UTILITIES IN FIELD AREA. CONTRACTOR SHALL FIELD VERIFY THE 46 LF CONDUR - I FINIISaED GRADE LOCATION OF ALL EXISTING UTILITIES ST GROUND/ 5MINJ 64 - - 8, DR 14 3 qq•': _ _ : WITH THE PROVIDER PRIOR TO THE START 605 _ _ _ PVC WL ____ _ _ _ ____ _ ____ ____ _ _ _ ___ _ ___-_ ___ _ -- _ --_ ---- --- _--_ - OFCONSTRULTIONANDSHALL ll:ll___ 605 068% -flry :l - IMMEDIATELY NOTIFYONFLICTS DISCOVEREDHE ENGINEE. OF @ DR II II III ---- _ ANY CONFLICTS DISCOVERED. 8" DR 14 --'----------- CONTRACTOR IS RESPONSIBLE FOR 2 MIN PVC43 d HER NECESSARYATY RELOCATION 3 IN @ -82 43% I l WHERE NECESSA UTILITIES.: EXISTING (SHOWN PROTECTING (2' MIN) ., ] 45' (4' MINI 600 SHOWN). IFANY EXISTING UnLITIOES ARE _600 NOT _ _ N)_-- _ _ _ _ ._ _ _ _ _ I _ _ n _ _ _ _ _ _ _ _ _ __ -_ DAMAGED. THE CONTRACTOR SHALL 4 4] REPLACE THEM AT THEIR OWN EXPENSE. NG ELE NdI NIITF MIN - (2 MI PROP�I l o� ry ' : 1]5 LF ALL EXISTING ELEVATIONS SHOWN ARE TELECOMS JJJJIIII 4 LF 8" DR 14 BASED ON THE BEST AVAILABLE - - PVC WL _ _ _ _ _ _ _ _ _ /� /_ 8' DR 14 _ _ _ __ _ _ , _ _ __ _ _ _ _ _ __ _ _ 595- _ INFORMATION PROVIDED BY OTHERS. " LF 8'DIPWL@ 20% PVC WL----®-085% CONTRACTOR TO VERIFY DEPTH OF ALL / 3/8" THICK 20' STEEL CASING I @ 98.38% EXISTING UTILITIES. 595 Il J- _ 116 Y OTHER THAN OPEN CUT -� � OF\\\\�1j PIPE B Z t T :pIt �rCE. W� 20a Z z Z nlQm 1'��.....fSONAI ?t _sas3ull -lr—__ - _____ -3 zn 3ommm-m-3 -3Sy _ ___ - ___ ____ _ -__ _sa5 �h�y\\�n7{ �O owo_ Nwm�~nn - In o�3wo „t�3o- z@¢o - tiwun +mm¢ + O� + uOm + um rv¢>m II m aam�rzaza0 22 m '0221E II II � II zFU (� m m all : m, II sao ''', �oW`o o aka ago aLLoa aW>a am a , o': o sao- - '^ m Deportment of Tronsportotton 0+00 1+00 2+00 3+00 4+00 4+50 ISSUE RECORD ��� ff SOUTHEAST CONNECTOR PROJECT NO. DESCRIPTION DATE /SEC-600-DB-LR-33364.d9n uca �xu ! 'ry R' rEOExunio vaolEcrxo "'uo av �p D L3N6ED FOR CGx6TRI1C ON DWOV2024 .xor�srx�xrF�.=ti'n>>= NEEDS SPC � ,",: �x+.,x 6 F-203i(fiT51 I-D10 SOUTH"POINT RELEASE FOR UTILITIES 'RZ JaL 7E � as xNI %A6 WGarx CONSTRUCTION WATER LINE RELOCATION 1106A 061mlzozu I SOO-UT-33354 CONSTRUCTORS PLAN AND PROFILE - STA 1+00.00 TO STA 4+50.00 4 or 40 xPP RGN c0008 SE13 zs, e yllull� + PROP 15' PERM. COFW ,11 _______ _~_____________________ �'T�^.T� F- U MENT Ln TW+ W 5+00I' J------------------------------------------------------------.--_- - F Q O STA 8+03.17 WL-1106A O I PROP 8" WL-1106A INSTALL: 1-8" GATE VALVE + y N-6953952.33 °I E-2361209_20 __ __ ON ----------------- ------- -------- n -------------------------o-'-�------------- Q TF-PfU^ WTF-PfU TW WTR�'f0 TW WT^Try FTW VRR- T+00 8+00 9i 11J ----- ---------------------------------------------- .________________-________________-_______ Z n M F Q 3-�---- 13�----3-�----- - - - 3-34D - - - - - --- ----3-�--- ----3- --------0-�-- --&+ ----------3-�--- � ONCORELECTR/COE(NERYCOLLC X ONCORELECTRLCOELNERYCOLLC ELANCASIERAI/E ELANCASTERAVE /ENNLNGS, SARANGSUR✓EY JENNLNGS, SARANGSNR✓EY ABSTRACT843TRACT4A2 6 TR 4B65,1 A6STRACT843TRACT4A2 6 TR 4B65,1 i Rk WL-1106A 448 LF TRENCH REPAIR PER DETAIL A 615- - H0_ 4 I 0 B Z V 0 SCALE N 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 MINIM UM RESTRAINED LENGTHS FOR 8' PVC: PLUGS TEES AND VALVES - 88 FT BENDS* 90- - 33 FT 45- - 14 FT, 22.5"-TFT, 11.25"-4 FT FOR 8- DIP: PLUGS TEES AND VALVES - 61 FT HORIZONTALLVERRCAL UP BENDS* 90- - 57 FT, 45- - 24 FT, 22.5" -12 FT, 11.25' - 6 FT VERTICAL DOWN BENDS* 90' -122 FT, 45' - 51 FT, 22.5- - 25 FT, 11.25- - 32 FT (*LENGTH ON EACH SIDE OF BEND) 2 LF TRENCH REPAIR J 610 PER DETAIL C 610 605 605 EXIST. GROUND/', FINISHED GRADE- WBBNWG EXISTING UTILITIES IN THISAREA. ----'-------- - - - - - - - _ CONTRACTOR SHALL FIELD VERIFY THE - - - - -_ --- ____ LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START - 600 - (4 MIN) 450 LF 8 DR 14 50 6 ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR • PVC WL _ - - - - - - - - - - - - _ _ 0 -0.85% - - - - - - - - - - -- - 'I '�, (4' MIN) I COORDINATING UPLRY RELOCATION WHERE NECESSARYAND PROTECTING EXISTING UTILITIES (SHOWN AND NOT 595 595 SHOWN). IFANY EXISTING UTILITIES ARE ', -, -- - -- DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. NDTF ALL EXISTING ELEVATIONS SHOWN ARE BASED THE BEST AVAILABLE 590 ' ---- - - -_--- ------------- 590 ---- INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. __NE 9F\\T\F� 585 585 i�i�:P??9J �1 sao -- _-- a __-- -- - - e - - --- -- __ __ -- -- ___-- - .�-- - _-- -- -', -- _-- - _---- m _-- __--- _-- _ - ---- _ --------_. - - -- -- -- -- 580 _ -- NAl Eas /Aye°•" a II III oloI,lo � III o 'lA II ¢ II II o z O OF 525 ®Texas Deportment of Tronsportotton _ns 4+s0 5+00 6+00 ]+00 8+ 00 9+00 © 2024 ISSUERECORDFN NO DESCRIPTION 4ff, SOUTHEAST CONNECTOR PROJECT "k SEC-S00-D6-Ur-33355.dgn °„'�° °"" "°p RELEASED FOR C0u5TRUCIION 0MV20024 NEEDS SPC 6°-1D11(6T51 I-010 SOUTH"POINT RELEASE FOR UTILITIES RFe. xas F womN ,E " °"'. aa�N CONSTRUCTORS CONSTRUCTION WATER LINE RELOCATION 1106A D6ImImz4 "PP 'EDI SOO-UT-33355 c.... SE 31°" PLAN AND PROFILE - STA 4+50.00 TO STA 9+00.00 M of 4D RCW zs,- 1 H Q lm OTHER THAN OPEN CUT N=6953817.17 E=236121040 I I 1 I � I it \' STA 9+97.62 WL-1106A j DEFLECT45"12'08" RT - INSTALL: 1-45* BEND W/HORIZONTAL BLOCKING INSTALL ABOVE GROUND MARKER N=695376].80 --- _ PROP. T I I E I36123u4.2] WAT �— 11- {'TR--E FMTR-PFOP- ' 0+00 } 11+00 STA 94.48 WL-1106A DEFLECT 4 \ i J / ( O iJ III{'///ulll O O N � M F TWA MTR�RD�^ -1 MTa-PROS%T1 WTa-PRO— � 12+00__________________________________ ___ ____ _________________ Z J INSTALL: 1-45°BEND PROP. 8" WL-1106AI = W/ HORIZONTAL BLOCKING INSTALL ABOVE GROUND MARKER N=6953791 03 '- E=236121063 STA 9+57.83 WL-1106A END CASING INSTALL BY - OTHER THAN OPEN CUT N=695379767 E=2361210.57 ---3_3o-----L�----}30-----L3}----]_3y0-----L ----3_3----13D- INSTALL 20 LF 3/8" THICK, 20-DIAMETER _ STEEL CASING PIPE ONCOR ELECTR7COEL7VERYCC LLC EL4NC457ERAVE BY OTHER THAN OPEN CUT WITH 8" DIP JENNINGS, SARAH GSOR✓EY AB57R4CT8437R4CT4A16 7R 4B & SA WATER CARRIER PIPE WL-1106A 20 LF BY OTHER 355 LF TRENCH REPAIR 1 THAN OPEN CUT PER DETAIL A L 38 LF TRENCH REPAIR �— 21 LF TRENCH REPAIR PER DETAIL C PER DETAIL C', 33 LF 8" DR 14 (4' MIN) 35 LF 600 PVC WL B" DR 14 @-085% - - -- PVC WL- @ -0.85% ° m 30 LF 8"DIP 595 ,r;-h WL@LOSS% IN20LF 3/8"_ THICK 20" STEEL CASING PIPE BY OTHER THAN OPEN CUT 590 [TT''j1 \ 2-EXISC FIBE DUCTS (U) (TO BE 585 ABAN'D) 27 40- (2'MIN) 580 'YU WU 0 oZ6o oO�N WL --575 0�-3JF11-3SF11-mm^- o Um mW�z 0 II CPROP. roll gilt-t� ri,'�i lquell �2m0 -_-5_70 8" GAS 20 lQ-m00 1Q-20 9+00 po ql ISSUE RECORD NO. DE5CRIPTION el D .......... SED FOR COxS RUCTION o 10+00 DATE 0M 2024 11+00 SOUTH "POINT CONSTRUCTORS U Q _ ` 1 8" DR 14 PVC WL @ -1.41% 12+00 NEEDS SPC RELEASE FOR CONSTRUCTION FINISHED 610- - 600 595__ 590- - 585__ 580- - 575- - H0 4 B I Z � 0 4 V 0 SCALE N 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 ✓ALVES 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 MINIM UM RESTRAINED LENGTHS FOR 8' PVC: PLUGS TEES AND VALVES - 88 FT BENDS* 90' - 33 FT, 45' - 14 FF, 22.5"-]FT, 11.25"-4 FT FOR 8- DIP: PLUGS TEES AND VALVES - 61 FT HORIZONTAL/VERTICAL UP BENDS* 90- - 57 FT, 45- - 24 FT, 22.5" -12 FT, 11.25' - 6 FT VERTICAL DOWN BENDS* 90' -122 FT, 45' - 51 FT, 22.5- - 25 FT, 11.25- - 32 FT (*LENGTH ON EACH SIDE OF BEND) kl B EXISTING UTILITIES TIES IFIELD 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 UTI RELOCATION WHERE NECESSA RYAN PROTECTING EXISTING UTILITIESS (SHOWN (SHOWN AND NOT SHOWN). IFANYM EXISTING UTILITIESSHALL E DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIDNAI ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. � ie�P:..........Fi9' ; 4 81073 / ICENSE:2-^ �('�A s'ONAI Eas III II o 0 570- - ®Texas Deportment of Tronsportotlon 13+00 13+50 , © 2024 SOUTHEASTCONNECTOR PROJECT SEC-S00-DB-P-33356.dgnW.`° ! °" ' "°p RGK O1 6 ° F-201i(fiT51 I-o30 UTILITIES aF „ %AS Ff. WORTI WATER LINE RELOCATION 1106A o6lmlzoz4 LxR °x.w° sER,°„ S00-UT-33356 PLAN AND PROFILE - STA 9+00.00 TO STA 13+50.00 n of 4o RPP aGK c000a L3 zs, em I 605 _ WL-1106A 605 25 LF BY OTHER' THAN OPEN CUT',, 111 LF TRENCH REPAIR'S 40 LFTRENCH REPAIR 59 LF BY OTHER 18 LF TRENCH REPAIR'' PER DETAIL A',, PER DETAIL C THAN OPEN CUT �� PER DETAIL C',,',, 1i 23 LF TRENCH REPAIR 14 LF TRENCH REPAIR EXIST 30" STORM 600 L PER DETAIL C PER DETAIL C (U) (TO BEABANDONED) 600 EXIST 6- SEWER (R) _ _ PROP. 30" EX/Si. 24' STORM (U) STORM, (TO BE ABANDONED)', (ALREADYABANDONED) PROP. 24-STORM _ 595 _ _ ; EXIST GROUND _ _FINISHED GRADE _ _ - _ _ _ - - _ T 8- WATER (R EXIST BE ABANDONE_ (TO D) EXIST. GROUND 595- -- —__ 8GAS _[7ADEPROP — — __ __ 590 4.42' I4 _ -(4 MINI -___ __ _ _,__ 205 _ __ _____- .__-__ ________- __ _ .- _ ___- ___ -_- - 01 _ _ _ __ ______ __ __i4'MIN) __-PVC 6LF 8"DR 14� WL@0.20%_590__ 1 (2 MIN) 9 73, (4-MIN) EXIST 2 2 2 8 CI WL DR 14 C'- F, 585 ' 35 LF 8' PVC WL DIP 111 LF ` i 14 PVC WL 585 8-DR 14 PVC WL 580_- OTHER THAN _ _ _ _ _ - _ _ _OPEN CUT_ - '�- _ __ _ __ _ - ' @-013% 46 LF B' DR 14 __ _ _- _ PVC WL', - '___--_--@020% '.--_-_ 2.05' EXIST 30 (2' MIN) SEWER (R) ',, - -I-_-----(TOREMAIN) - SEE NOTE 4 580 63 LF 8' DIP WL @020%IN 59 LF 318"MICK20" iEEL PIPE 575 •___ _ OTHERING THAN OPEN CUT _ _ 575___ m a u no tit juZ_fOm+°cm 3� 3�zh 3izN Z', 3 '"zd "IOR "tiZU° 3�z� 3gzz 3N �w �pWUO 1' 3h 3 3am� 570 mmmm ° NSt� n _� _- mn _-_ _ _ - _ ___--3°° ° am mm_T n FU_ mamm- lO U. m mwN n�mN NmII '' +tiQrn^ T,lay-2inW= �gNII �QJnN11 +tmII rZ�OiNOmII II ti¢mOmIItiI¢-2wFOU¢R .¢yw°Oml'-�Um° �ti¢LL °�e°II 'I!oII ,'1¢Oy-WOII zN 11 °o o \Q 56 O 91�O?�Qn�W2ZO Nt3-1 N?p- 565 _ 13+50 14+00 ISSUE RECORDSOUTHEAST NO RPTION 15+00 16+00 17+00 18+00 CONNECTOR PROJECT xe SEC-S00-DB-LR-33357.tlgn RELEASED FOR COuSTRURION 0 DA2020 NEEDS SPC SOUTH"POINT RELEASE FOR UTILITIES CONSTRUCTORS CONSTRUCTION WATER LINE RELOCATION 1106A oslq PLAN AND PROFILE - STA 13+50.00 TO STA 16+35.38 5z of ao © H 4 41 I B V 0 SCALE N 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 ✓ALVES 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 MINIM UM RESTRAINED LENGTHS FOR 8' PVC: PLUGS TEES AND VALVES - 88 FT BENDS* 90' - 33 FT, 45' - 14 FF, 22.5"-7FT, 11.25"-4 FT FOR 8' DIP: PLUGS TEES AND VALVES - 61 FT HORIZONTAL/VERTICAL UP BENDS* 90- - 57 FT, 45- - 24 FT, 22.5" -12 FT, 11.25' - 6 FT VERTICAL DOWN BENDS* 90' -122 FT 45" - 51 FT, 22.5- - 25 FT, 11.25- - 32 FT (*LENGTH ON EACH SIDE OF BEND) 4 WHERE THE WATER LINE CROSSES THE EXISTING WASTEWATER LINE, THE SEGMENT OF WATER LINE PIPE SHALL BE CENTERED SUCH THAT THEJOINTS OF THE WATER LINE PIPE ARE EQUIDISTANTAND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER OF THE WASTEWATER LINE. IF THE EXISTING WASTEWATER LINE SHOWS SIGNS OF LEAKING, THE SEGMENT OF WASTEWATER LINE SHALL BE REPLACED FOR AT LEAST NINE FEET IN BOTH DIRECTIONS WITH AT LEAST 150 PSI PRESSURE -RATED PIPE EMBEDDED IN CEMENT STABILIZED SAND FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 INCHES BEYOND THEJOINF ON EACH SIDE. WBBNWG EXISTING UTILITIES IN AREA. CONTRACTOR FIELD 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 RELOCATION WHERE NECESSA RYAN PROTECTING EXISTING UTILITIESS (SHOWN (SHOWN AND NOT SHOWN) D, M EXISTING IES SHALL E DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDI ALL EXISTING ELEVATIONS SHOWN ARE BASED THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. ......... ". �..... (hs �rCEN SE0,2.,,^�i ('�A s'ONAI Eas AIIIIIIIIIIIIV"Texas Deportment of Transportation © 2024 urewerrxcu oiv6uo. EUE F-2022(675)rxo x16820v �ncJRu T-5 oIWOM ARFAN srva L H 7 I SOO-UT-33357 aer RGK 0008 se 3iox 25, of 565 560 0+00 ISSUE RECORD NO. DESCRIPTION 0 ............ EASED FOR CONSTRUCTION / ry STA 1+10.08 3.18"LT WL-I1060 / N / INSTALL: 1-1-WATER SERVICE WITH BOX PER D116 I K / / PROP. R. WL-1306A ti / RELOCATE BACKFLOW III H 0 20 40 PREVEN70N DEVICE WAFAYEESHAH INjSTA STAL1102.0GAT -1106B N=6953305.45 6153 ELANCASTERAVE O �� V j N=6953297.7E / E=23613B0 27 ROSS, OSA00/T/ON V 0 SCALE IN FEET 8 �E=2361381.66 / PROP. B"WL-1306B BLOCK( LOTIR r STA 1+00.00 WL-11068 /' STA 1+35.01 INL-110IT ,STA TO PROP. B" WL-1106A DEFLECT 45°00.00" RT - y { V j TEEATSTA15+61.14 - - -- -INSTALL. 1-45°BEND = 0 tl f BEGIN B'WL-1106B T'. o - W/ HORIZONTAL BLOCKING I---______ __ _ / N=6953296.13 _ _ _ N=6953330.3E NOTES: E=2361380 55 _ _ _ _ _4r,,E=2361183.3 _ 1. MINIMUM DEPTH OF COVER SHALL BE 48 `STA 1+38.01 WL-11066 I I (/) INCHES FROM FUTURE AND PROPOSED Al+04.BB WL-11066 -- - IS 45°00'00"RT-yM�Y__�TW----�V --" SURFACE TO THE TOP OF PIPE, UNLESS EFLECT 22'30.00" LT n �k INSTALL. 1-45° BEND I I OTHERWISE NOTED ON DRAWINGS 1RIZONTAL BLOCKING W/HORIZONTAL BLOCKING( 1 LOUISE ST N-695329945 N=6953332.53 f ti �, E=2361385 42 X-12361 2 ALL VERTICAL AND HORIZONTAL FITTINGS _ E=2361382.78 * 0 ---- _I ANDV IN TO CONCRETE ED JOINTS IN ADDITION TO CONCRETE REPLACE CURB AND I I I THRUST COCKING. SHOULD BE UOR SE P GUTTER PER D53 — -- ANCHOR COUPLINGS SHOULD O USED TO 4 _ _ _ _ _ _ _ _SIiA 1+]I.25 WL-13068 _ _ _ - - - FITTINGS SECURE ALL BRANCH VALVES TO - - CONNECT TO EXIST. B' PVC WL STA 1+30.08 WL-1306B/ ATSTAO+6800(X-3361) j I 3 MINIMUM RESTRAINED LENGTHS' CONNECT TO 1" / END 8" WL-11066 FOR 8' PVC: WATER SERVICE / N=6953335.6E g{ PLUGS TEES AND VALVES - 88 FT STA 1+0] 50 WL-1306B N=695330 Vl E=2361416.65 / ) BENDS'9� 11.25° - 45FT 14 Fi, DEFLECT 11°35'1T' LT E=2361383 45 W/ HORIZONTAL BLOCKING STA 1+69.25 WL-1106H FOR 8' DIP: ,N=6953302.88 INSTALL 1-8"x8" TEE - PLUGS TEES AND VALVES - 61 FT ' E=2361383 46 1-8' PRESSURE PLUG I HO- - OFT 45° - 24 AL / DEFLECTPRESSURE LT I HORIZONTAL/VERTICAL UP BENDS" N=6953332.6E 22.5' -12 FT, 11.25' - 6 FT j / ❑ E=2361416 66 1\\ VERTICAL DOWN BENDS' 90°-122 Fi, 45°-51 FT 1 2-25 1-32 FT � (*LENGTH ON ON EACH SIDE OF BEND( ( 7 / / 4 WHERE THE WATER LINE CROSSES THE WL-1106B 600 EXISTING WASTEWATER LINE, THE BE 12 LF TRENCH REPAIR 34 LF TRENCH REPAIR 32 LF TRENCH REPAIR SEGMENT SUCHTHTTHEER LINE PESHALLT PER DETAIL C PER DETAIL M PER DETAIL E CENTERED SUCH THAT THE JOINTS OF THE WATER LINE PIPE ARE EQUIDISTANTAND - - - - - AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER OF THE WASTEWATER LINE. EXIST WATER SERVICE EXIST GROUND/ IF THE EXISTING WASTEWATER LINE FINISHED GRADE EXIREADY ABANDONED/_ _ GRADE s_9.5 SHOWS SIGNS OF INE SHALL -- - -- - --- - - - --- - - WASTEWATER LINE SHALL BE REPLACED (ALST. 6" SEWER (R) - - - --� EXIST GROUND _ FOR AT LEAST NINE FEET IN BOTH DIRECTIONS WITH AT LEAST 150 PSI BE ABANDONED- PRESSURE RATED PIPE EMBEDDED IN _ _ _ __ CEMENT STABILIZED SAND FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 y 5 5" INCHES BEYOND THEJOINT ON EACH END 02' 4 LF 8" DR 14 wnuu�uG ' MIN) EXISTING UTILITIES INTHIS AREA. m HALL FIELD VERIFY THE PVC WL@7426% o EXIST LOCATION OF ALL EXISTING UTILITIE5 4 LF a DR 14 WITH THE PROVIDER PRIOR TO THE START PVC WL@020%� 7' 8"PVC WL OF CONSTRUCTION AND SHALL - - - - - - - - - - - - - €- - - - - - - - - - - - - - - - - - - SBS- - IMMEDIATELY NOTIFY THE ENGINEER OF 65 LF @ UNKN SLOP 8' OR 14 PVC WL ANY CONFLICTS DISCOVERED. @ 0.201 4.66' ANY IS RESPONSIBLE FOR (2' MIN) COORDINATING UTILRY RELOCATION WHERE NECESSARYAND PROTECTING EXISTING UTILITIES (SHOWN AND NOT - - - - - 590 SHOWN) IFANY EXISTING UTILITIES ARE - DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. EXIST I SEWER (R) (TO REMAIN) NG ELEVATIONS NS S (SEE NOTE 4) ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE 575 INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. ' 6t6 ?: 570 s14 o:•<!C E14 E: Wi x 3 ,z Zyo Y h 0.9 IIIA iONA�c�cr ry 3-3 •. 3 o sfis""o`am, aza // 'zzil �Fil *awtll �¢wC6i ."'.in I¢-�mo I?Zo I?z3o° �?30o I¢-�o I¢-z8o 1 "� "� 560 Texas Deportment of Tronsportotton 1+00 +00 3+00 DATE ■■■F14F SOUTHEAST CONNECTOR PROJECT (SEC-S00-DB-1P-33366.dgn '��° DND]aD24 ' , NEEDS SPC "_: "�W" 6 F-2022(6]5)-820 SOUTH POINT RELEASE FOR UTILITIES aF R 7E °"'^'� as %A6 FT WORT( CONSTRUCTION WATER LINE RELOCATION 1106B Dfi.712024 I SOD-UT-33358 CONSTRUCTORS PLAN AND PROFILE - STA 1+00.00 TO STA 1+72.25 I3 of 4D RPP RCR c0008 SE3°° 125, e I O H0 V 0 4 B I SCALE N FEET STA 1+05.95 WL-1108 STA 1+00.00 WL-1108 INSTALL. 1-2- POTABLE COMBINATION O CONNECT TO PROP. 16" AIRVALVEASSEMBLY ANDVAULT NOTES. VL-1112 AT STA 9+26 46 N=69548B0.29 E=2361269.dy ti (COFW-PKO]) 1. MINIMUM DEPTH OF COVER SHALL BE 60 BEGIN 16" WL-1108 0 ^ �a UT INCHES FROM FUTURE AND PROPOSED Ml dRld-Mn Y-N=6954886 6924FMM ML�aDJd-MM "'1 N Nl�o pROP B"SS-3��MII YLL� - + E=2361269.26 SURFACE TO THE TOP OF PIPE, UNLESS -- """ ""'--"-------------1-- ---" m N 10] m OTHERWISE NOTED ON DRAWINGS PROM. 15' Q PERM. CO 2 ALL VERTICAL AND HORIZONTAL FITTINGS SEWER Td WT—^ FT WTR+00 TW WT TW +00 FTW {~/) AND VALVES SHALL VE EASEMENT + 2+00 3+00 W JOINTS IN LOCKING. i0 CONCRETE RESTRAINED I PROP. 16" WL-1112 4� Z THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS SHOULD O USED TO {/�"^/y J SECURE ALL BRANCH VALVES TO I APR PO 16" WL-1308 = FITTINGS ONCOR ELECTR/CDEL/✓ERYCOLLC I o F 3 MINIMUM RESTRAINED LENGTHS 610I E/ANC,ISTERA✓E m Q FOR 16'PVC. /ENN/NGS, SARAH6 i PLUGS TEES AND VALVES -183 FT 5URVEYA9S7??4CT843 I -_-._---- BENDS*90° 60 FT 45° 25 FT —.-_-_ IAACTIA62A � _--.---- -- - -- -'� 22.5"-12 FT 11.25°-6FT PLUGS -!B[} )L+I __:�.:a:•__e-_� -'.Wv- a:...- 1 -- FORI6'DIP: -� •\' - -� BENDS* 905 AND VALVES 45'-97 FT, PROP 20' 22.5` - 47 FT, 11.25° - 23 FT WATER PERM. COFW BFRONTAGE Rn (*LENGTH ON EACH SIDE OF BEND) 1 EASEMENT \ Y_ _------- -- \`V" Z3+00 _ _6.2.0 WL-1108 620 _ 250 LF TRENCH REPAIR PER DETAIL B 615 615 -- - -- _ FINISHED GROUND/ --- ��'�---______ EXIST. GRADE ................. 610 -_- _- - - - 630 5.86'WBBNWG MIN) EXISTING UTILITIES FIELD AREA. (s' MIN) CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START 605 PROP. 16" 605 OF CONSTRUCTION AND SHALL PVCWL-1112 ___ - - -- ____-_- - - -_ --______- - - - - _____- - _____ - - _____- - ______ IMMEDIATELY NOTIFY THE ENGINEER OF @3.71% - _ ANY CONFLICTS DISCOVERED. 250 LF CONTRACTOR IS RESPONSIBLE FOR 16' OR 18 PVC WL COORDINATING UTILRY RELOCATION WHERE NECESSARYAND PROTECTING EXISTING UTILITIES (SHOWN AND NOT 600 600 SHOWN). IFANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE 595 595 INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL ' EXISTING UTILITIES. o e9 -k%� y ��'P ' o � aoxd�o c axc 3 0 �... ....... 1073 .....:...� 910I3 Q;, j � rCEN 5E:2-i -585 sss oJe J m h o u u m 580', o m o z a ,o 'o o sao__ �� Texas Deportment of Tronsportotlon 0+00 1+00 2+00 3+00 3+50 ISSUE RECORD C.F�4, SOUTHEAST CONNECTOR PROJECT "k „„'�"DESI""" "°p NO �111-1111R COuSTRURION RIPTION 06DAZEOZA SEC-S00-DB-Ur-33309.dgn u�rv" NEEDS SPC dD33(6T5) D]D SOUTH"POINT RELEASE FOR UTILITIES aFe. I " °"'. aa�x xas Fr woaTx WATER LINE RELOCATION 1108 D6/0]/ID24 T I SOO-UT-33359 CONSTRUCTORS CONSTRUCTION PLAN AND PROFILE -STA I+00.00 TO STA 3+50.00 I4 o14D "PP acM cocoa SE 31" zs,- 1 STA 5+45612159'IT WL-1108 1 w w- -0----�-IMF---tea-O- INSTALL: 1-STD. STA 5150.61 6WL- WL-1108 FIRE HYDRANT ASSEMBLY y( END16 TO N=6954552.72 2 41, CONNECT TO EXIST 8' E=2361373.98 Y CI WL (X-09708) ATSTA 7+14.23 STA 5+29.07 WL-1308� O 1 F I' �- N=695453L19 DEFLECT4d'34'21"LT E=2361319.26 INSTALL: 1-45°BEND i I STA 5+48.06 WL-1108 W/HORIZONTAL BLOCKING -a 1 INSTALL: 1-16" CLEANING E J N=6954530.91 N=6954531 16 61376 E=2361357.12i I E-235NSTALL 16x6"ANCHOR TEE STA I-5 "WTE8 CONNECT INSTALL. 1TO PR "TEE CONNECT TO 1+0P.B" 1-6-GATE VALVE I I WL-1306A AT 1+00.00 1 STA 5+U2.16WL-1308 INSTALL ABOVE R _DEFLECT 44"00'00" RT CONNECT i0 6FH LEAD E=23612]0.83-�� O O PROP 8" SS-3107 `\ (COFW_PKO]) O STA 4+43 9.67' LT WL-1108 Z� IM M .6' DIAM MANHOLE PER D305 N695455883 Q E=2361219.637PR V)llJ d+0 = J 2 STA 3+87.45 WL-11( U Q r� 7 INSTALL. 1-I6" GATE AND VAULT" N=6954598.80 E-236127087 121 121 LF TRENCH REPAIR SPER DETAIL B 8 LF TRENCH REPAIR 615 PER DETAIL K EXIST GROUND PROP. 24"STORM H N m EXIST. 21" STORM (U) e - - - (TO BE REMOVED) - - 610 n _ _ 1- � 5 49 (5 MIN) 5 LF 16' 'T 84 LF 16" v 605 DR 18 PVC WL -_ -- DR 18 PVC WL - 3 n yl -- - ---@-0.60%-- -- -- _-@-54.36% o m 3.06' u 2.42' (2'MIN)� mo '(2'M/N) 600 3 '64 LF I6" DR 18 PVC WL PROP. 8" S 017 3 (SEE COFWP 07) -KO]) SEE NOTE 4 595 3 590 2 � 585 V 4 4m w" V C II MQ2tiII m3j II +WII dWll +Q311 pF.�i�p ¢v�i -'e FWe Qwa Q�nOe w 580 v,3U3R �II 3+50 4+00 po L ISSUE RECORD I G NO. DESCRIPTION DATE I bl 0 LEASED FOR CONSTRUCTION O6/OT20z4 1 a� I 1. iABMBLIOCKING N=6954531 12 E=2361374.26 ' 26 I 143.60 8 LL 6"STANDARD - ----' F1 ASSEMBLY -OFF ASSEMBLY i1279.69 51279.69 1 38.59 WL-1108 T d5"00.00- Li ' .: 145°BEND--------� IZONTAL BLOCKING 1549.14 274. 69 3.59 WL-1108 -45"00.00-LT 1-d5' BEND ZONTAL BLOCKING 552.66 WL-1108 77 LF TRENCH REPAIR PER DETAIL B - IISHED GRADE EXIST STORM INLET - -- - -- -- - -- (TO BE ABANDONED) EXIST 4' GAS (U) (TO BE ABAND NE 22LF16 F DR1 la PVC WL @ EXIST. 16 Cl WL% 27 LF 16' __-DR 18__-- PVC WL @ 15.91 % i orvj om o o� •ro ti�h n O n lE�_ III NCe Nw Nwi� Nj +w'oe in0� �0R 00 �ZOw0 5+00 SOUTH "POINT CONSTRUCTORS 620 615 610 605 600 595 590 585 I 6+00 sao__ 7+00 SOUTHEAST CONNECTOR PROJECT I;E=:S00D6�33360d9n NEEDS SPC RELEASE FOR UTILITIES RFG CONSTRUCTION WATER LINE RELOCATION 1108 06Im2oz4 PLAN AND PROFILE - STA 3+50.00 TO STA 5+50.61 Ts of bo O H0 20 40 V 0 I B B SCALE N FEET NOTES 1. MINIMUM DEPTH OF COVER SHALL BE 60 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 MINIM UM RESTRAINED LENGTHS FOR 16'PVC PLUGS TEES AND VALVES -183 FT BENDS* 90' - 60 FT, 45' - 25 FT 22.5"-12 FT, 11.25--6FT FOR I6' DIP: PLUGS TEES AND VALVES -117 FT BENDS* 90' - 233 FT, 45' - 97 FT, 22.5- - 47 FT, 11.25- - 23 FT (*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 THEJOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER OF THE WASTEWATER LINE. WBBNWG EXISTING UTILITIES IN THIS AREA FIELD. 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 RELOCATION WHERE NECESSA RYAN PROTECTING EXISTING UTILITIESS (SHOWN (SHOWN AND NOT SHOWN). IFANYM EXISTING UTILf ES SHALL E DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITI ALL EXISTING ELEVATIONS SHOWN ARE BASED THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. ��\\nl ie�P:..........Fi9' ; 4 amG....,/ / ICENSE:2-^ �II�A s'ONAI Eas �� Texas Deportment of Tronsportotlon © 2024 urewerrxcu oivfiuo rEUE F-2022(675)rxo x16820v Inc JNL TE%H5 oIWOR�TH ARFAN srva ao� T I SOO-UT-33360 aer RGK 0008 se13 25, of N N N STA 1+03.00 WL-1112 X INSTALL: 1-I6' CLEANING WY N=6954893.03 E=231160474.39 DEFLECT 45-29--1112 RT PROP. 1 �- INSTALL ONT BEND (SEE COFW-0KO]L - -'TA L ABOVE BLOCKING INSTALL ABOVE GROUND MARKER N=6954905.97 STA 1+29.66 WL-1112 E=236047430 DEFLECT45"10'10,,RT INSTALL. 145° BEND W/HORIZONTAL BLOCKING - INSTALL ABOVE GROUND MAR N=6954915.67 E=23604B4.00 PROP. 16"WL-3110B (COFW-PK07) STA 1+63.54 WL-1112 INSTALL' 1-16-GATE VALVE a AND VAULT a N-6954915 57 m-E=2360517.89 S w w P w R w z+oD t STA'.WINSTALL: ALL: 1-0 12 96 AS POT/ 3 AIR VALVE 5EME n I N=6954915.5.53 E=2--- 39 - -- - PROP. I6- 1-1109A / (COFW-PK09) 1 STA 1+00.00 WL-1112 \ _ E CONNECT TO PROP 16"WL-11 9- AT STA 4+62.73 y = J BEGIN 16" WL-1112 I INSTALL. 1-16"116" TEE INSTALL ABOVE GROUND MARKER N=6954890.03 E=2360474.44 1 (COFW-PK09) 3 � / m / a - / � o po L NO. ISSUE RECORD I G T RIPTION DATE I bl 0 LEASED FOR COuSTRU<TIl O6/072020 1 a I,. � < _ 1 y k I c 'I # •I I I - I �; STA2 31.41 NL-111L2 o 'J4 9 < .. / # BEGIN CASING INSTALL BY I ° n I IN 269 LF 1/2' T N THICK, 30' DIAMETER " < OTHER THAN OPEN CUT STEEL CASING PIPE _ INSTALL FLUSH MOUNTED BY OTHER ' = CASED CROSSI/w CUT WITH 16'ADIPPEN O STATION D-151 I WATER CARRIER PIPE .. 1 N=6954915.37 r � I .y � bp28'I1' +� lad i I pI 51 ul r z g < h * PROP. �6" WL-11121-' J *I m vl I U = o I I H N It =l III- 10 m I I a COMBINAUON"4 ■ I all > \ I - < O H0 4 40 I B N VO SCALE N FEET NOTES 1. MINIMUM DEPTH OF COVER SHALL BE 60 INCHES FROM FUTURE AND PROPOSED SURFACE TO THE TOP OF PIPE, UNLESS OTHERWISE NOTED ON DRAWINGS 2 ALL VERTICAL AND HORIZONTAL FITTINGS AND ✓ALVES 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 MINIM UM RESTRAINED LENGTHS FOR I6' PVC. PLUGS TEES AND VALVES -183 FT BENDS* 90' - 60 FT, 45' - 25 FF, 22.5"-12 FT, 11.25"-6FT FOR I6' DIP. PLUGS TEES AND VALVES -117 FT BENDS* 90' - 233 FT, 45' - 97 FT, 22.5` - 47 FT, 11.25- - 23 FT (*LENGTH ON EACH SIDE OF BEND) ^ I7 = EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALLFIELD VERIFY THE -- -- ' LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START 'i'i OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF Y I ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR II COORDINATING UTILTlY RELOCATION WHERE NECESSARYAND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IFANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. n ADDITIDNAI NSS ALL EXISTING ELEVATIONS SHOWN ARE I L- BASED ON THE BEST AVAILABLE r 16 INFORMATION PROVIDED BY OTHERS. l CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. ezl .y MIFF. _'k NEEDS SPC SOUTH"POINT RELEASE FOR CONSTRUCTORS CONSTRUCTION Rl073 a;W? / ICENSE:2-^ 1'�A s'ONAI Eas ��®Texas Deportment of Tronsportotlon © 2024 SOUTHEAST CONNECTOR PROJECT SEC-S00-DB-U 33361.dgn „ WAY RGK O1 6 ° F-202i(fi751 I-010 uw n`u ! °e u022(6lecr XO 820 UTILITIES aF 1 � R No WATER LINE RELOCATION 1112 Ofilm/mzu %A6 WD;H T. cNR °a T 1 SOO-UT-33361 R �DOD8 PLAN - STA 1+00.00 TO STA 5+00.00 T6 of 1. RGK 13 25, em I 630 - EXIST. GROUND) - 625 FINISHED GRADE - 620 -615_-- - PROP 16 610 WL 1309 - - - PVC ---0.10%- -- - -- - -. - 605_- a m S m � 600 595 590 3 3 E c 3 3 585 580 3 575 N -- 570 _ 565 o� a 'vm 'zz�ll *all tiOwr^m0 Q'^O - 560- 0+50 1+00 �II G NO. po L bl 0 o� ISSUE RECORD DESCRIPTION LEASED FOR CON6TRURION N N N WL-1112 630 k 91 LF TRENCH REPAIR 40 LF TRENCH REPAIR 269 LF _ H 0 20 40 PER DETAIL B PER DETAIL D ';, BY OTHER THAN OPEN CUT- SCALE IN FEET ----__---__625__ EXIST. 4' GAS (U) NOTES: (TO BE ABANDONED) EXIST. 8" GAS (BI 1. MINIMUM DEPTH OF COVER SHALL BE 60 (TO BEABANDONED) 6I0 INCHES FROM FUTURE AND PROPOSED ___ ____ EXIST 16" WATER (R) �'� SURFACE TO THE TOP OF PIPE UNLESS OTHERWISE NOTED ON DRAWINGS ' (TO BEABANDONED)';, 2 ALL VERTICAL AND HORIZONTAL FITTINGS r EXIST. 6 SEWER (R) .7B' IN) ___ FINISHED (TO BEABANDONED) D GRADE JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING. ANCHOR TEES OR - - - --- ----- (5 -- - :---- ---- - _ _ - i( --- '.- - ----- ----- - ----- - ----- - -- - EXIST. 15 STORM (U) -- _ -615_ _ ANCHOR COUPLINGS SHOULD BE USED TO SECURE ALL BRANCH VALVES TO _ _ (TO BE ABANDONED) FITTINGS PROP 24' STORM\ EXIST GROUND �- _ 3 MINIMUM RESTRAINED LENGTHS' FOR 1 PROP 16" '�i TEES AND -_-- WATER__ F __ - ______- •` _ r ______ -- -- __ __- _ _ __ __ _ _ _ ---- - - -- - _ __ -- -- 630 -_ BENDS* 90° - 60 FT, 455- 25 FT, ]] PROP 24' STORM 22.5" 12 FT, 11.25° - 6 FT FOR I6' DIP R R 18 PVC WL 22 LF 16' I PLUGS TEES AND VALVES -11 ] FT (d 090% /If DIP WL 1 ®10544% I BENDS* 90° 233 FT, 45° - 97 FT, FT FT,ON - - -- 111 - - -- - -- - ---- - -- 605 -- - - (2LENG4] EACH SIDE BEND) (*LENGTH EACH SIDE OF � PROP. 8" GAS PRO P. 4" ILL CONDUIT F EXIST 15- STORM (U) -- , I (TO BE ABANDONED) PROP. ITS DUC RANK 600 S I 111 z i PROP 60 STORM- ry __ - -- -- •_- - -- _- _- ___ -- -._ _ - - --. - - -- -_ 2- _ _- - -_- _- -_---- - - -__-_----__-_ - - n 595 F 25 g IN 2 MINI - IT MI m 13.59''' 590 1432' klIBBNING EXISTING UTILITIES IN THISAREA. 3.00' (2' MINI ';, CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START 585 OF CONSTRUCTION AND SHALL HE ENGINEER OF MEDIATELY NOTIFYYCONFLICTS - ANY CONFLICTS DISCOVERED. DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATINGHENECESSARY N RELOCATION WHERE NECESSARYAND PROTECTING 580 EXISTING UTILITIES (SHOWN AND NOT SHOWN). IFANY EXISTING UTILITIESARE 271 IF 16 DIP WL ® 2 65% DAMAGED, THE CONTRACTOR SHALL IN 269 LF 1/2 THICK 30' STEEL CASING REPLACE THEM AT THEIR OWN EXPENSE. PIPE BY OTHER THAN OPEN CUT ADDITIDNdI ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE 575 INFORMATION PROVIDED BY OTHERS. - -_ ' '- ----------------- CONTRACTOR TO VERIFYDEPTHOFALL EXISTING UTILITIES. z �T4 z' 570 .sl ao Boxdlo D oxc.....� ..... 810I3 nl- nQ ZYz ZY 2d UUL7 VV a (1f...A '•37\)]�r.`��p cc �L'1 o �n O 565-- Ens Tg �z - ava0 amraa nLLII II N�QWm+1 n,�QW II N212-L� ,+y¢>II .+�¢QII w LL WA- � S6o ��®Texas Deportment of Tronsportotton 2+00 3+00 4+00 - _ 5+00 , © 2024 DATE SOUTHEAST CONNECTOR PROJECT ICE=am` 66U-U6-1f1333fi2.E0n ^� ""° "°`"°p 6-2024 r■■■F4{f, ••• * SOUTH"POINT NEEDS S PC RELEASE FOR UTILITIES 6 `""R" F-2022(675) F,'wo�B ARRANT I-020 CONSTRUCTORS CONSTRUCTION WATER LINE RELOCATION 1112 -6.712n24 RPP —000a SEl" I S00-UT-33362 PROFILE -STA I+00.00 TO STA 5+00.00 1T OF4o RCR 2",- 1 1 II I ' I I I o II I I I I• + M1 I I I u WI, fl I• . III INSTALL 1851IF I/2" O E THICK, 30" DIAMETER STEEL CASING PIPE_ + ILl I I BY OTHER THAN OPEN' d CUi WITH 16" DIP a III , e ATER CARRIER PIPE Ln Lu 9 �I Q a' f u I * I I # I rIp •fi I Yl" * I I I6+8]6]WL-1112 NSTALL. FA STANDARD-9LOW-OFF ASSEMBLY � u TTT N=695491.02 �y I � � E-236104202 8 ' * ONCOR ELECTR/CDEL/YERYCOLLC PROP PERM 1 _ 6101 ELANCASTER AVE ! 1. Co'- WATER EASEMENT * JENNINGS,, 5ARANGSURUEY r■qI VARIABLE WIDTH STA ]+21 50 WL-1112 TTTGj ABS]RACT843 ]RACTZA6IA INSTALL. 1-3- POTABLE COMBINATION AIR VALVE ASSEMBLYAND VAULTI -.•._ I N=695d913.92 S7A7+5500 WL-1112 PROP PERM E=23630]5.85 DEFLECT 44°49'51" ftT %COFISEWEREASEMI yyp INSTALL: BEND �. _ L W/ HORIZONTONT AL BLOCKING PROP. B" SS _PK INSTALL ABOVE GROUND MARKER r (COFW- W- E N=6954913.82 '� n _ STA 9+22.46 WL-1112 _______ o I ` E=2361309.34 O __ I t -+ DEFLECT 4 1 45BEN r�y STA ]+90 43 WL-1112 INSTALL: 1-05° BEND DEFLECT 45°O]'S3"LT W/HORIZOl4TABLOCKING— ", INSTALL.1-05°BEND INSTALL ABOVE GROUND MARKER WTHO 1 `h�:* INSTALLIABOVELGROUND MARKER I E=2361266.43 ND -ASING INSTALL BY ' OTHER THAN OPEN CUi 'STALL FLUSH MOUNTED CASED CROSSING TEST STATION D-151 F• A T # Ji I B 4 I LL T I •' I o' Sod n'.I..r 4. I =fi 1 yy I TI ISSUE RECORD I NO. DESCRIPTION DATE I 0 LEASEO FOR CONSTRUCTION OM 2024 1 INSTALL 1163 .96 GATE VALVE, \ i' A AND VAULTS o N=6954913 89 I B+OC I, E=2361068.31 'F o= 1 * I PRDP. 16" WL-1 STA 9+26 40 WL-1112 DEFLECT 44°40'41" RT INSTALL 1-45° BEND W/ HORIZONTAL BLOCKING INSTALL ABOVE GROUND MARKER END 16" WL-1112 CONNECT TO PROP 16" WL-1108 AT STA 1+00.00 N=6954886.24 E=236126926 I OA M- WL4108 � o MIFF._,k NEEDS SPC SOUTHEAST CONNECTOR PROJECT E�_soo-U6--318884gx SOUTH"POINT RELEASE FOR UTILITIES RF° CONSTRUCTORS CONSTRUCTION WATER LINE 00.00T STAION +26 "TR OF4. PLAN -STA 5+00.00 TO STA 9+26.46 O H0 4 40 I B N VO SCALE N FEET NOES 1. MINIMUM DEPTH OF COVER SHALL BE 60 INCHES FROM FUTURE AND PROPOSED SURFACE TO THE TOP OF PIPE, UNLESS OTHERWISE NOTED ON DRAWINGS 2 ALL VERTICAL AND HORIZONTAL FITTINGS AND ✓ALVES 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 I6' PVC. PLUGS TEES AND VALVES -183 FT BENDS* 90° - 60 FT 45° - 25 FT, 22.5°-12 FT, 11.25°-6FT FOR I6' DIP: PLUGS TEES AND VALVES 117 IT BENDS* 90° - 233 FT, 45° - 97 FT, 22.5° - 47 FT, 11.25° - 23 FT (*LENGTH ON EACH SIDE OF BEND) 1NBBNWG EXISTING UTILITIES IN FIELD 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 UPLRY RELOCATION WHERE NECESSA PROTECTING EXISTING UTILITIESS (SHOWN (SHOWN AND NOT SHOWN). IFANYM EXISTING UTILf ES SHALL E DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDI ALL EXISTING ELEVATIONS SHOWN ARE BASED IO THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. � ie�P:..........Fi9' ; 4 f. RONALo G. KING ,% �M1o:,� R�OT3 oiW� / ICE...... ^ 1'tA PONAI Eas ��®Texas Deportment of Tronsportotlon © zozA urtw'rrxcu oivfiuo rEUE F-2022(875)rxo x16820v a j E%H5 °'wo�H aaN o „o" T I SOO-UT-33363 a RGK 0008 sE3ox 2,57 1 N N N 620 WL-1112 620 K 185 IF 40 LF TRENCH REPAIR 202 LF TRENCH REPAIR H 0 20 40 BY OTHER THAN OPEN CUT PER DETAIL D PER DETAIL B V 0 d B SCALE IN FEET 615 615 FINISHED GRADE EXIST 8" GAS (B) EXIST GROUND/ EXISTR (R) EXIST 20" FINISHED GRADE ABANDONED) (TO BE ABANDONED) EXIST. 16' WATER (TO BE ABANOO _ NOTES: 8' SEWER (A) HIGH-PRESSURE GAS (A)�, _ - R (TO BEABANDONED) (TO BEABANDONEDJ MINIMUM DEPTH OF COVER SHALL BE 6 -_630_- _- _ _ _�- _ _ -__ \ _ ___ -___ ____ ___SED -__ _ __ _ _- _ _____ __ __ _______-610-- 1 SURFACE TO THE TOP INCHES FROM EOF PIPEAND R UNLESS — - - — 6.83' OTHERWISE NOTED ON DRAWINGS _ — EXIST. 72" STORM (U) -� — �- ' (TO BE ABANDONED) (5' MIN) PROP 16' -605_-- EXIST. GROUND 1J PVC WL 1308 2 ALL VERTICAL AND HORIZONTAL FITTINGS @ 0 60% AND ✓ALVES SHALL HAVE RESTRAINED JOINTS IN ADDITION TO CONCRETE ANCH COUPLTHRUSTIINGS NGSHOULDT OR 605 R EES BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS 41 LF 333' - 1� 6 OR lB RESTRAINED LENGTHS D PVWL FOR 16'PVC. -_ 600 _ _ l @ 020% __ ___ - _ _ _ _ _ __- - _- __- _ _ ___ __- -- __- -_- __ -_- ___ __ __ _ ___ ___ __ _-600__ - 1 25 6 FT _ _ _--____ ________ 1 __ _— PLUGS TEES AND VALVES 183 FT 1]1 LF- - BENDS* 90° 60 FTe45° - 25 Fi 16' DR 18 FOR 1DIP. - PVC WL FOR I6' DIP @ 3.11% PLUGS TEES AND VALVES - 97 FFT T, BENDS* 90° - 233 FT, 23 - 9] FT (DLEN-4]FT EACH -D3 FT 595 595 (*LENGTH ON EACH SIDE OF BEND) j o 35 01' J (5' MIN) a e 590 30.75' 590 m PROP 60 30 5T S STORM ry 29 66' I 19.93' PROP 24' STOft 585 M_ _ _ __- _ _ - _ _ _ _ _ _ 585_ _ m e 3.52' v 580_--(2' MINI _ _ 580__ 3 00' (2' MIN) 25 LF 1NBBNWG 16" DIP WL EXISTING UTILITIES IN THIS AREA. ONTRACTOR HALL FIELD VERIFY n - - - 98.21% @ \ \ LOCATION OF ALL OFCONS MONAUTILITIESE WITH LO THE PROVIDER PRIOR EXISTING THE START 575 - -- -_-- IN 185NDSHALL LF12 THICK 3'0'@STEEL CASING 265% \ - �- ------ ------ ---------------------- ---------- ------------_5]5IMMEDIATELY NOTIFY THE ENGINEER OF G ANY CONFLICTS DISCOVERED. PIPE BY OTHER THAN OPEN CUT CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILRY RELOCATION WHERE NECESSARYAND PROTECTING EXISTING UTILITIES (SHOWN AND NOT 570 570 SHOWN). IFANY EXISTING UnLMEES ARE DAMAGED. THE CONTRACTOR SHALL PROP 20" REPLACE THEM AT THEIR OWN EXPENSE. HIGH-PRESSURE GAS 3 ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE 565 565 INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL c EXISTING UTILITIES. 560 560-- aox81073axc ....� y io rvd2in QO 2 2� W n �)S :I E��Wi CEN`� 2� y nlDOvj 2 m Nm 2 O 11 .........ygaV`� sss �_ �W ^, �m o� Trv`o sss IM7"" _ r h - Al _ _ N. o nW II n II RN 211 f T rf tl `�oza e _@sos+oo 6+0o FZTo Nzmozio]+oo �p�3w~ �zv~ �vo u�o a+oo 9+0 woo sso��®Texas Deportmento ronspo 0 on wwm� ° zo �w�o van v�o 2024 9+50 ISSUE RECORD NO. DESCRIPTION DATE ��� a SEC-500-DB-LR-33364.dgn D A6EDFDaCDxSR RIOx D6DTaD2 NY„'n"` NEEDS SPC SOUTHEAST CONNECTOR PROJECTW„„ " "� "„`,.ioz,6;sT"D azo "l SOUTH POINT RELEASE FOR UTILITIES RFe.�^;, 7E" � aax NI WATER LINE RELOCATION 1112 D6.112.24 xAs Fr woaTx o CONSTRUCTORS CONSTRUCTION PROFILE -STA 6+00.00 TO STA 9+26.46 I9 or bo aPP acK 000a SE 3�ox ae T 1500-UT-33364 I DETAIL A SURFACE RESTORATION BY OTHERS III + + + + + + + ++++++++ r� —I + +++++++++++= FINAL BACKFILL Imo+ ++95R COMPACTION+++ + + < 15' UNDER PAVEMENT — * 2% TO +5% OF OPTIMUM + J - �- ALL DEPTHS FOR RV+ MOISTURE CONTENT NON -PAVED AREAS r ACCEPTABLE II- ACCEPTABLE BACKFILL MATERIAL — + + = BACKFILL MATERIAL IN ACCORDANCE OATH * IN ACCORDANCE WITH SECTION 33 05 10 Ih — SECTION 33 05 10 —I +++++++++++++%%% ••III I�++++++++++++++++++++++++++-1 — + i+++i++ ++ l l_ 6" MIN. AND At MIN. AND 12" MAX. J V III 12" MAX. INITIAL BACKFILL INITIAL BACKFILL FAH GEOTEXTILEBR C -I I UTILITY SAND PER - — O RCK SECTION 33 05 10 1ry p? SECTIONCRUSHED33O05 10R 6" MIN. AND = I 6" MIN. AND 12" MAX. — 12" MAX. BEDDING _ - - - BEDDING 1=III—III-1 I Irtl I I=1 I I—� I I I I 6" IN. TRENCH WALL CLEARANCE (TYP ) NO GROUND I GROUND WATER WATER PRESENT PRESENT WATER LINE TRENCH REPAIR (UP TO 12") NOT TO SCALE ISSUE RECORD I NO, DESCRIPTION DATE I 0 ��FLEASED FOR CONSTRUCTION OW07/2024 I DETAIL B SURFACE RESTORATION BY OTHERS 1- +.11= }+*+*+*+*+* *+ FINAL BACKFILL COMPACTION++* * < 15' UNDER PAVEMENT + 2% TO +5% OF OPTIMUM * * - �- ALL DEPTHS FOR + MOISTURE CONTENT + -I NON -PAVED AREAS JIB+++* + *+ERLOVAP+( XTILE +F(�9gIC+2V"M�N. 11= ++ ++I r 6 Opp' GEOTEXTILE AROUND CRUSHED ROCK PER SECTION 33 05 10 12" MIN. TRENCH WALL CLEARANCE (TYP.) WATER LINE TRENCH REPAIR (16" TO 2411) NOT TO SCALE NEEDS SPC SOUTHEAST CONNECTOR PROJECT I5E�A06U8- 333fi8.dOx SOUTH RELEASE FOR UTILITIES pFe CONSTRUCTORS CONSTRUCTION DETAILS TRENCH REPAIR A & B ""l.OF6. ...... T\\nI l .......K,NwG .! �ho:,� 030T3 oiW� ICENSE:2-^ 1'IA s'ONAI Eas �eTexas Deportment of Transportaflon / © 2024 urtw'R K ouo rEUE F-2022(fiT3lrxo x16820v No ao� T I S00-UT-33365 RVPRGK 00D8 sE 3iox 217 t I DETAIL C DETAIL D SURFACE RESTORATION BY OTHERS SURFACE RESTORATION BY OTHERS IIh ++ * * 957 COMPACTION}. - +}- Yll FFINAL BACKFILLTO +5R OF OPTIMUM95R COMPACTION+ < 15' UNDER PAVEMENT ACCEPTABLE BACKFILL I : + + MOISTURE CONTENT* + -1 BACKFILL -1 * } 2R TO +5R OF OPTIMUM * * 11 �- ALL DEPTHS FOR MATERIAL IN ACCORDANCE -1 + I_ 5 MOISTURE CONTENT NON -PAVED AREAS WITH SECTION 33 05 10 _ ++*+++ +T+T+T+T+T+*+ + IJ + -I I: * +*I ++ BACKFILL WITH CSS OR NOTE: SELECT BACKFILL IN + + +++++++++++++++ I BACKFILL FOR TOTAL ACCEPTABLE I- ACCORDANCE WITH+*+*+*+++++++++ (11� FINAL BACKFILL DEPTH BACKFILL MATERIAL - * - SECTION 33 OS 10 -i\ O ` -� .� -d -� I GREATER THAN 15'AS DEEP IN ACCORDANCE WITH *+ a O O O gBR COMPACTIONFOR PAVED AREAS SECTION 33 OS 10 h +}-I'0000000 -2R TO +5R OF FINAL FINAL -I+ 0000000 OPT MUM- BACKFILL MOISTURE VARIES IIh+ 11I II:I 0000000 = CONTENT' II +*+*+++++++++++++*+*+mil 11' 0000000 VVVVVV vvvvvv ° vvvvvv F_I 1�:IvvvIV,vvvv'vv'vvvvvv°, 1 vvv ° vv vim- -rvvv ° vvv 1- 11%vv vvv 1I 1Vv vvv - III o° o`I Ilfoo ool� �v CLSM EMBEDMENT IN -I v° JPpp v CLSM EMBEDMENT IN vr_ ACCORDANCE WITH 1_v v v v - ACCORDANCE WITH -I v v v v SECTION 03 34 13 v v v . SECTION 03 34 13 FROM BOTTOM AND -Iv v v v v - FROM BOTTOM AND Iv v v v�+- LIMITS OF LAUNCH I:' v v v v v v� LIMITS OF LAUNCH OR RECEIVING vvvvv vvvvv°15- Ov v v v 6"ABOVE PIT _Ivvvvv vo TO vvvv I- OR 6"ABOVE PIT v v v v v o v v v v v v v v v v v v v v v v v v v v� CASING PIPE OR I I CASING ABOVE G PIPE OR �-III-I I 1I I Ii TUNNEL LINER PLATE _'�1 I- TUNNEL LINER PLATE TO PROTECT END — — — — — — — TO PROTECT END SEAL (SEE D-108) SEAL (SEE D-108) WATER LINE TRENCH REPAIR WITHIN BORE PIT LIMITS NOT TO SCALE WATER LINE DEEP TRENCH REPAIR WITHIN BORE PIT LIMITS NOT TO SCALE ISSUE RECORD ff SOUTHEAST CONNECTOR PROJECT xk NO. DE�SCRIPTION DATE rcu n,�s SEC-S00-DB-1rt-33366.dgn 0 ��F­SED FOR CONSTRUC'iIOG O6/OTRD29 l NEEDS S PC SOUTH"POINT RELEASE FOR UTILITIES oFP1 CONSTRUCTORS CONSTRUCTION DETAILS Ds,°z'1OF60 TRENCH REPAIR C & D u�y tE OF T�101 l ICENSE:+-^ IIIA S'ONAI Eas ��®Texas Deportment of Tronsportotlon u�RGKx oivfiuo rEUE F-2022(675)rxo x16810v " TES oWO ARMN N. ao� T I SOO-UT-33366 avrRGK 0008 se 3iox 35,e DETAIL E DETAIL F ASPHALT TO FULL DEPTH SAWCUT BE PLACED IN (TYP,) TWO LIFTS FULL DEPTH SAWCUT TRENCH REPAIR LIMITS EXISTING TREATED I I EXISTING CONSTRUCTION JOINT WITH (TYPO SUBGRADE (IF ANY) TRENCH REPAIR LIMITS HMAC SILICONE JOINT SEALANT JOINTING SHALL MATCH SEE NOTE #4 CONCRETE BASE MATERIAL FPAVEMENT PER 32 13 13-D51B TYP. CLASS 'H' CONCRETE (TYP.) EXISTING LOCATIONS / FOR TRENCH REPAIR PER PAVING PER SECTION 32 AND TYPES AS EXISTING TACK COAT SECTION 03 34 16 CONCRETE EXISTING TREATED 13 IG OR D ON IF CLOSELY AS POSSIBLE PAVEMENT SUBGRADE (IF ANY) DESIGNATED ON DRAWINGS SEE NOTE g2 t / NOTE TO DESIGNER / (N / 5• } FOR CONCRETE STREETS < 10 r �� SEE NOTE YEARS OLD OR PCI < 85, _ y T III-1 I , PUNDISTURBED SHALL EXTEND TO END OF II + �++ IIPANEL. OTHERWISE "X" SHALL PROVIDE DENSITY AND TT — BE 12" THICKNESS TESTINGPER SECTION 32 12 16 *+— STRENGTH AND -PART 3.6 —I+ +, I I- UNDISTURBED THICKNESS TESTING — * I 4.*, SUBGRADE SHALL BE PERFORMED ++� SUBGRADE ++ PER SECTION 32 13 13 I h - -I+ +++*+*+*+++ FINAL BACKFILL —I+ }+++++%+++ IF FINAL BACKFILL I++ ++95% COMPACTION+++ < 15' UNDER PAVEMENT I -++ ++95% COMPACTION +++ — < 15' UNDER PAVEMENT — * } 2R TO +5R OF OPTIMUM+* - �- ALL DEPTHS FOR — * ; 2R TO +5% OF OPTIMUM++, I �- ALL DEPTHS FOR II� + MOISTURE CONTENT i� NON -PAVED AREAS + MOISTURE CONTENT —� NON -PAVED AREAS ACCEPTABLE f*+ � _ BACKFILL MATERIAL — + ++ - IN ACCORDANCE OATH++ — SECTION 33 OS 10 II++++++++++*+*+*++++++++•1 -_II+ ++++t+++ 6" MIN. AND At, * +. . . ' 12" MAX. J .. INITIAL BACKFILL ~ TR FAH GEOTEXTILEBR C UTILITY SAND PER — CRUSHED ROCK O � SECTION 33 05 10 try Q? SECTION3305 1R 0 III �*" III -1 6" MIN. AND � 12" MAX. — BEDDING _ _ _ - - —_ III—III=T IrtIMI II=1I 6" MIN. TRENCH WALL CLEARANCE (TYP.) NO GROUND I GROUND WATER WATER PRESENT PRESENT WATER LINE TRENCH REPAIR UNDER ASPHALT ROAD (UP TO 12") NOT TO SCALE ACCEPTABLE BACKFILL MATERIAL- IN ACCORDANCE WITH h —I SECTION 33 05 10 —+++++++++++ + +++++ Ih+++++++++++++++++++++ `I _I+ + +t+t II_ 6" MIN. AND J + + + + + vvv + — 12" MAX INITIAL BACKFILL — TREN GEOTEXTILE III CH FABUTILITY SAND PER SECTION 33 OS 10 CRUSHED ROCK PER SECTION 33 OS 10 try I�I �Py III 6" MIN. AND -1 12" MAX. BEDDING I=1 I I=1 I I=1 I Irtl I I=1 I I— I I I I 11 6" MIN. TRENCH WALL CLEARANCE (TYP.) NO GROUND GROUND WATER WATER PRESENT PRESENT WATER LINE TRENCH REPAIR UNDER CONCRETE ROAD (UP TO 1211) 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 p4 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 A4XI8" 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 SPE.IFICATIONS. �ho:,� R3D73 oiW� (IIA s'ONAI Eas ��®Texas Deportment of Tronsportotlon ©°2024 ry1I ISSUE RECORD I •��• 1`ff SOUTHEAST CONNECTOR PROJECT "k ° I " o �L' NO. D�_�j�RIPTION DATE ■u� SEC-500-DB-lfr-3336T.dgn °L�acc ""ER' FE°Exu D22(6lEcrxo 'Ho^ n l 0 RELEASED FOR CONSTRUCTIO�J DW07RD24 l NEEDS S PC �, �,�Wx s � °,S.RF��Dz�,6T of -DZD SOUTH"POINT RELEASE FOR UTILITIES aEC„ TEwS F.WDRH TARaAN "° CONSTRUCTORS CONSTRUCTION DETAILS ""22 OF6. RGK o08 3'°" se TRENCH REPAIR E & F T I SOO-UT-33367 I I� KI FULL DEPTH SAWCUT (TYP.) EXISTING TREATED - SUBGRADE (IF ANY) DETAIL G TRENCH REPAIR LIMITS CONCRETE BASE MATERIAL FOR TRENCH REPAIR PER TACK COAT — SECTION 03 34 16 PROVIDE DENSITY AND TT THICKNESS TESTING I I + PER SECTION 32 12 16 PART 3.6 I I Ih++++++++++++++++++++++ • l l -1+ +'+.+'+'+' � '+_ I I� ++95R COMPACTION+++ + 1 —I *+ } 2R TO +5R OF OPTIMUM+A I - rjJ + MOISTURE CONTENT I ++77 I ACCEPTABLE —h +}+;+++ BACKFILL MATERIAL ++WERLAP*" XTILE IN ACCORDANCE W1TH - +++FP9RIC+74YA N. SECTION 33 05 10 —I ++++++++++ + •III I.+++++++ + —I _I+ *+AI- 6" MIN. AND/ ++ + ++ + + + + 12" MAX. II INITIAL BACKFILL / `St' �V I BEDDING DETAIL H ASPHALT TO BE PLACED IN TWO LIFTS TRENCH REPAIR LIMITS FULL DEPTH SAWCUT EXISTING HMAC PAVEMENT CONSTRUCTION JOINT WITH SILICONE JOINT SEALANT PER 32 13 PER (TYP.) JOINTING SHALL MATCH CLASS 'H' CONCRETE EXISTING LOCATIONS PAVING PER SECTION 32 AND TYPES AS (TYPO SEE NOTE #4 EXISTING CONCRETE EXISTING TREATED SUBGRADE (IF ANY) 13 13 OR 'HES' IF CLOSELY AS POSSIBLE DESIGNATED ON DRAWINGS SEE NOTE #2 PAVEMENT / („ A NOTE TO DESIGNER: y; } 1�((N :/ FOR CONCRETE STREETS < 10 YEARS OLD OR PCI < 85, "X" SEE NOTE III —I I / ����i C'•..� / SHALL EXTEND TO END OF �IrI //III PANEL, OTHERWISE "X" SHALL �� I BE 12" STRENGTH AND UNDISTURBED THICKNESS TESTING — * I UNDISTURBED SUBGRADE SHALL BE PERFORMED Ih ++� SUBGRADE PER SECTION 32 13 13 + + + + + + FINAL BACKFILL — + +++++++++++ I FINAL BACKFILL < 15 UNDER PAVEMENT I1-++ ++958 COMPACTION+++ — < 15' UNDER PAVEMENT �- ALL DEPTHS FOR —�*+j ; 2R TO +SR OF OPTIMUM +* , I �- ALL DEPTHS FOR NON -PAVED AREAS / + MOISTURE CONTENT _I NON -PAVED AREAS 1= ACCEPTABLE BACKFILL MATERIAL * ++OVERLAP+ - ;.XTILE IN ACCORDANCE WITH SECTION 33 05 10 I1- 6" MIN. AND C 12" MAX. INITIAL BACKFILL -TRENCH GEOTEXTILE I III TRENCH GEAROUND FABRIC AROUND BEDDING —I, I BEDDING CRUSHED ROCK PER CRUSHED ROCK PER SECTION 33 05 10 I: SECTION 33 05 10 6" MIN. AND I 12" MAX. I it BEDDING — 12" MIN. TRENCH WALL CLEARANCE (TYP.) WATER LINE TRENCH REPAIR UNDER ASPHALT ROAD (16" TO 24") NOT TO SCALE 12" MIN. TRENCH WALL CLEARANCE (TYP.) WATER LINE TRENCH REPAIR UNDER CONCRETE ROAD (1611 TO 2411) 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 p4 BARS AT 18" O.GE.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 #'4XI8" 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 JF FORT WORTH STANDARD SPE.IFICATIONS. �P ��T\Efslll f',RONA o �."'"....... �ho:,< D3DT3 oiW� ICEN5r.:2-^ (IIM�ONAI Eas ��®Texas Deportment of Tronsportotlon iQ ISSUE RECORD I , O ° 024 'p`I NO. D�_�j�RIPTION DATE ��� SEC-500-DB-Ur-33368.dgn D ��FLEASEDfORCON6TRUCTIO D6,DAT I NEEDS SPC SOUTHEAST CONNECTOR PROJECT "„° °"6"° ;-ioz,6;s;T"° azD SOUTH"POINT RELEASE FOR UTILITIES a3 _'IRL_ I T_ °'_O ARMN N. DETAILS 06/0T202a 'ems W0 o� 11 CONSTRUCTORS CONSTRUCTION TRENCH REPAIR G&H z3 OFaD pvPRGK 0008 SE 31°° aeT I S00-UT-33368 C KI DETAIL I SURFACE RESTORATION BY OTHERS —I+ - FINAL BACKFILL Imo+ ++95% COMPACTION+++ C < 15' UNDER PAVEMENT TO +SR OF OPTIMUM+* �- A MOILL DEPTHS FOR IIJ + SNRE CONTENT �� NON -PAVED AREAS ACCEPTABLE BACKFILL MATERIAL — +* I_ IN ACCORDANCE OATH h SECTION 33 05 10 _I+I I I I I I I I + Tr! 6" MIN . AND 12" MAX. + — INITIAL BACKFILL UTILITY SAND PER SECTION 33 05 10 6" MIN. AND 12" MAX. INITIAL BACKFILL 6" MIN. TRENCH WALL CLEARANCE IT .) WATER LINE TRENCH REPAIR FOR CASING INSTALLED BY OPEN CUT NOT TO SCALE DETAIL J SURFACE RESTORATION BY OTHERS F- —1 * ; 2R TO OF OPTIMUM FINAL BACKFILL < 15' UNDER PAVEMENT ALL DEPTHS FOR ALL +5% T17. + MOISTURE CONTENT ++ 1= / - NON -PAVED AREAS ACCEPTABLE BACKFILL MATERIAL I .I — + - IN ACCORDANCE WITH SECTION 33 05 10 h —_I+++++++++++ +*+++++++++ JI- + + + + + + + + + + II- + —(I 1" MIN. I F �. UTILITY SAND PER pF�PP' SECTION 33 05 10 O I 1" MIN. I _I WATER SERVICE TRENCH REPAIR NOT TO SCALE ISSUE RECORD ff SOUTHEAST CONNECTOR PROJECT xk NO. D_ RECOR DATE SEC-S00-DB-1rt-33369.d9n D �e�eAseDroncoxsTRucnG D6,D�aD34 I � NEEDS SPC UTILITIES SOUTH rPOINT RELEASE FOR o` CONSTRUCTORS N �T+7� CT 7� CONSTRUCTION DETAILS Dfimz¢G11. I �.AOlV S 1 I�UI"+ 1 OILS TRENCH REPAIR I& J ell 311 ' RONALD G KING . % 83073 a W, / ICENSE:2-^ �'11X s'ONAI Eas ��®Texas Deportment of Tronsportotlon © zoza u_RGKx WA oivfiuo rEUE F-202i(fi)Slrxo x16NH 810v FANT o aa SOO-UT-33369 avrRGK 0008 se 3iox 35,e I DETAIL K SURFACE RESTORATION BY OTHERS DETAIL L SURFACE RESTORATION BY OTHERS -I 1- -IEE', -vvvvvvvvvvvvvvv�f I-OOOpOoOOOpOoOOOC 77,v444vvv4444vvvv=100000000 II:;, v 444 v v v 444 v v vvvvvvvvvvvvvvvvvv*I lI OOOOOOOOOOOOOOOC —(vvvvvvvvvvvvvvv'- -OOOOOOOOOOOOOOOC _j�7 v v v v v v v v v v v v v v v O O O O O O o —=- vvvvvvvvvvvvvvv,I �X O_ r,vvvvvvvvv v v v vvv�DO pOO�O pOO�p pOO Dp pOOO -p pOOO -p pOOO p vvvvvvvvvvvvvvvvv vvvCSS BACKFlLL IN v v v v v v v v IV WITH >gvvvvvvvvvvvv° OOOO v444vvv4444vv°v�OpOO Ca FlNAL SECTION 330510—OOOOOpOpOp OpOpO Ilill` v v 4 4 4 v v v 4 4 4 v v v 4 BACKFlLL O O O O O O O v 444 v v v 44v v v v v 4� VARIES CLSM IN ACCORDANCE -//_ v v 4 4 v v v v 4 v 4 v v v v_ — I O D O, O o D O c) O 0 0 0 WITH SECTION 03 34 13, --�vvvvvvv vvvVVVVVVVVVv vvvov-, o0o 0pOOOp OpOOO pC BACKFlLL IN ACCORDANCE WITH SECTION 33 05 10 —vvvvvvvvvvvovvvv- — IIvvvvvvvvvvvvvvv� pOO�O�O�O�O�C vvvvvvvvvvvvvvv Ti- vvvvvvvvvvvvvvvly_ — O00`00'00000000000E �vvvvvvvvvvvvOvv, vv444vvv444vvv4=I O OOOOOOOOOOOOOoc -vv 444 v v v 4444vv44 - 0 0-0- O_O_O_O_O 6" MIN. AND .. I� 6" MIN. AND —__ O O O O 0 12" MAX. — v v v�v�v�v�v�v�v v v v v v 4 12" MAX. O O O O�OOOOOOC INITIAL BACKFlLL - 4 4 v v v 4 INITIAL BACKFlLL = vvv v vvvv _ p p OOOOC Ia v v o v vy- SELECT BACKFlLLS N OR LI'° 00 o G -I � ACCORDANCE pO C , v ]� SECTION 33 055 10 10 - `� O C 4 ' 4Z- CLSM EMBEDMENT IN I la ° 4 ` ACCORDANCE WITH O v v , II 7�vvvvv 'vv�rI 0 0 O O O dSECTION 03 34 13 I � o0 c - vv—000 OOO Oc6"MIN. ANDvv�vIL 6"MIN. ANDOC12"MAX. a v v v v v v v vvvvv12" MAX, OO ING OO OBEDD,�, BEDDING 12" MIN. TRENCH WALL CLEARANCE (TYP.) WATER LINE CLSM TRENCH REPAIR FOR PROP. STORM CROSSINGS NOT TO SCALE FINAL BACKFlLL V IMES DETAIL M SIDEWALK SURFACE RESTORATION (D546) ip ++++++++4 i++95% COMPACTION+++ - �/+ -2R TO +5R OF OPTIMUM + + MOISTURE CONTENT ACCEPTABLE II- BACKFILL MATERIAL - IN ACCORDANCE WITH �+ SECTION 33 OS 10 I I-+++++++++++ ++ ++ + + ++++++ . 6" MIN. AND 12" MAX. l INITIAL BACKFlLL _ II III UTILITY SAND PER 1— SECTION 33 05 1ryP ) 1 I_ 6" MIN. AND - ) 1BEDD NG�. 12" MIN. TRENCH WALL CLEARANCE (TYP.) WATER LINE CSS TRENCH REPAIR FOR PROP. UTILITY CROSSINGS Nor TO SCALE FINAL BACKFILL < 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.) NO GROUND GROUND WATER WATER PRESENT PRESENT WATER LINE TRENCH REPAIR UNDER SIDEWALK (UP TO 12") NOT TO SCALE u�y tE OF T�101 ICENSE:2-^ IIIA S'ONAI Eas ��®Texas Deportmentof Tronsportotlon ISSUE RECORD , O ° 024 'p`I NO. D_ RIPTION DATE ��� SK-500-DB-Ur-3 .ADn D �pE­SEDFGR "NSTR_6 D6,DARD3a 4 NEEDS SPC SOUTHEAST CONNECTOR PROJECT "„„ ""6"° "°`;-ioz,6;s;T"° azD SOUTH"POINT RELEASE FOR UTILITIES aF 7E °''^'� aaFAN N. DETAILS OsiDZlmza 'ems W0 T-3 o CONSTRUCTORS CONSTRUCTION TRENCH REPAIR K, L, & M zs or a0 pvPRGK 0008 SE 3�ox zs e T I S00-UT-33370 C KI UTILITY COLOR TABLE _ C P UTILITY COLOR U POTABLE /� 1 WATER BLUER T P RECLAIMED PURPLE U I E WATER SANITARY T I L L SEWER GREEN I I I STORM RED N DRAIN O y E 221- POSTCAPWITH COLOR AS N WARNING LABEL ON BOTH SIDES - Foe_ T�W■o (817) 1. DE NEFLEC—\ COLOR PLEA:E ULL 392-4477 A A UTILITY s PER COLOR TABLE FOR LINE (817) T" APART S"""' 8" BELOW CAP vItASEuu 392-8296 - 4 RN UTILITY WARNING LABEL N.T.S. �PIPE TO eI ABANDDNEo `PLUG EXISTING PIPE BULKHEAD TO —12 TYP SECTOR 03PER 13 RETAIN CLEM NOTES: 1. MARKERS SHALL BE REWIRED FOR ALL POTABLE WATER, RECLAIMED WATER. AND SANITARY SEWER LINES GREATER THAN R2' (FOR` T WORTH /\\ 2. MARKERS SH ALL BE REµ IRM PM STORM GRAINS WHEry 1 .� 3. AT RA OR U11LSTY CRDSS GSGH S INDICATED WAY CROSSING NTEAND DR_NGS U L N AS OICAIE AIN FOR�TWORTH I CITY OF FORT WORTH, TEXAS REVISED 31-2D12 UTILITY MARKER POLE 33 05 26-DO16 NOTE SURFACE REPAIRHSHALLEBEEPERESECT— S2 O1 17, 32 01 N OR N 14 16 DEPENDING ON 3. A WATER PRESSURE PLUG PER 02 41 14-D123 SHALL BE AN ACCEPTABLE ALTERNATIVE WHERE APPLICABLE CITY OF FORT WORTH, TEXAS I REVISED: 08-31-2112 PIPE ABANDONMENT PLUG 02 41 14-DO07 ��®Texas Deportmentof Tronsportoflon �I 024 ISSUE RECORD I o aLl' NO. DESCRIPTION DATE ■■■Fu1 4{f, SOUTHEAST CONNECTOR PROJECT SEC-S00-DB-1R-333T1gg„ ° O°� FEDE0.9LP1D °ROIE`Ta° 'Ho° D LEASED FOR CONSTRUCTION OB/OT2024 T••• NEEDS SPC 1s: "^"^" 1 srATe °ISTaF-2022(fiT5010� I-020 SOUTHApOINT RELEASE FOR UTILITIES "``. TE%AB FT.WORTH TARRAN ° CONSTRUCTORS CONSTRUCTION DETAILS ""2AOF4. RISK o08 3'°" 2s D016 & D007 T I S00-UT-33371 I I� KI CMI BN ON PE PIPE SIZE xl/ERE HIS. O DRATER IPIPE Bfi 2D• I -_ I I _ NOTE PEPS SHALL BE CEI— - EPA. GS ERv.TSE IN CASING SPACERS PER - s 2+ _ DUCTILE IRONE-DN PIPE D d0 SMALLER THAN 48" WITH ez- +ssz- so STEEL CASING - CONCRETE PRESSURE ENDS OF CASIH D""'AT PIPE BELL aTSIOE G DIAMETER "...., ;: cAVNO wPE scHDDUEs - c«+cRBTs PRBswRE/sTE¢ PIPE E RRI c sNc niR MCNTAR BAND PIPE PIPE SIZE W (F501J "STEEL I ODR(C- O3� MSTEEL TE¢ TOO MIN. 2- CU B L42_E �"SP75' PIPERas is.7s- s+- oR 1.Nc scios (No caouT BaTrcN I +r sas- so- +r I Bo' ^2,Ts' aa' ANC. IRON A Mm) NOTE uB 74"-47" CONCRETE AND1. _ STEEL PRESSURE PIPE WITH STEEL CASING - xSTnu"nn�N�•lo-AE�wANCEsvA°�Rue uwRFOR RT WORT ( CITY OF FORT WORTH, TEXAS I REV ISED:11-11-2015 WATER CARRIER PIPE INSTALLATION IN I[ STEEL CASING 33 05 24-D106 PIPE jr \ PER —1- INDICATED ON 1HE DRA'A1 •' AL IINDICATEDD ONDRIE As 1l ET11L E N"EN PLATEDO AS RG R A MN� CARPoER EN6'LA BE RESTRAINED PER TAB-£ Oi 'z MAx (.w.) Y DRECK.NC IT ':ITT' A' CASNG RIER SPACER AND BNAU AR uNER MATE TO PROTECT END SEAL DESIPlm BY ENONFdt az¢ -C-j 1�.X. --D FORNGS pt"XSrx. A'MxTs AIrvTS PIPE - .oxTs .rovers N N N NOTE oiL" SIAC AND LIN' PRIOR mSACK" AND8 CASIND DMENT SI I 1 COUART, PERE_TOR . OS 10/-CONTACT D DAT OF BT CASING / EECT CN55 OB23 IF ON 55 05 "' TO PIPKOC"IES ON 53 OS 10 E%TENDTOUNDISTORBED EARTH IN PLAN A —A ALL THE BOTTOM OF TIE`czConv ION 10 FORH I CITY OF FORT WORTH, TEXAS REVISED:OBJt-20i2 l� DUCTILE IRON PIPE AND STEEL PIPE CASING 8T TUNNEL LINER PLATE PROFILE 33 05 24-D108 ��®Texas Deportment of Tronsportotlon ©x2024 ryII ISSUE RECORD 1`ff SOUTHEAST CONNECTOR PRO ECT DM x ° o ELF' NO. D�_�j�RIPTION DATE r���cu Tuner SEC-500-DB-UT-333Tx.dgn "L�FOR "" FEOExunlo vxolEcrxo IHo^ J. D kPLEASED FOR CONSTRUC'iIDJJ DW07RD24 l NEEDS SPC °°°: "'""x =r�,E ol=TRE�2D22(B,ol -D2D SOUTHCPOINT RELEASE FOR UTILITIES RFe: 1-1 I TE ARRAN DETAILS 0R/DAZOZC xas Pr womN o CONSTRUCTORS CONSTRUCTION D106 & D108 27.11D AllF.IEDRCK DOOR sE 31Dx 2s e T I S00-UT-33372 I PUSTC OR CONCRETE - B R EIEA BOX PER 33 12 o- II /D„6 TR1, P/ w 1 // * FOR 3/a X�BrER usE / 6 ABDVEGRO CURB uxD I R ]/x' REWCFR ME i6lx/ix// PA�Nwr� I Nur /I I— ON IRON MAY BE TAPPED DIRECTLY) / i wATER uNx BEHIND cups "OA D Ix NON -PAVED MDS. BE STllDMD CORPORATION 2 BE USED 1. PAYED MUSS Br FW 1..E.RM 3. PIACED IN oR(✓ AYB'S° oARRfWlLr a.FOR RE°RCUINFL wiEn°METTERS. IE VA CIE 1I OFF— sne �— — — — — — - — TAPPING —DU (ONLLYY — — - UC AT RON I• �EERNCCEPIPER 0 DIRECTLY) —AR -N IN OTREET ORT WORT I CITY OF FORT WORTH, TEXAS i REVISED. 11-07-2016 1-INCH WATER SERVICE 3312 10-13111 PUS71C OR CONCRETEPER f yg J3 ] TERBi0 2 BD[WUKI _UY BAP OR PLUG PNZE1.E,W6NABOVEE(R3CUND „" \VX\ "-- w"cENsExivLUENAroR-- NDN -_ OPPOSDE sDE AxcLE sroP w FURE cDNxEniDx (MGLE KEY FUNGE — — — — CCPPEftOOfIARE NUN T PiNG BAD— (CRI / / / M1 — — ����LY DUCTILE MAv BE / / FURS i TAPPED ._RI TAPPEDiRq! 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RGK u ua 3'°" s R D 111 & D112 T I S00-UT-33373 I I� KI 1/2- REBAR (2) PICK HOIE POCKET 3' x 9/180 TiRU HOLE WITH 3/16 30155 RGO O ;T±rsrnTlrI SNAP LOCK POCKET. SEE ^ 1 NOTE M M 18-1/e" 8' I I_ —I 18" ID. WORK AREA MIN. 31r WP 4-un NOTE i _EN..NGEARs/eoxR rv.M oN-PAem AREAS arvlr. 3/' 1 A. ENS LOCH POCKET N1LL RECEIVE AMB/* DEVICE_/ ALLOW FOO"TR ( A MO. FORCE INSTALL POCKET HEIGHT IS 3/8' FOR MIN 1/8AIR GAP. mI oWo°T°T°o ol-o°o°T°o�o°0°0�6 �T°oio col o3ooaoToo�000ua6 OTgT°° y�ry le ID WORK AREA MIN.- 28I.D. WORK AREA MIN FOR T WORTH I CITY OF FORT WORTH, TEXAS ( REVISED 01142017 1-INCH STANDARD PLASTIC METER BOX �— (3/4 & 1-INCH METERS) (CLASS A) 33 12 10-D113 POCKET. SNM LOCK SEE NOTE M Li 0 1/2- REBAR (2) 1 ' PICK HOLE POCKET 9/18' — 3/180 3G<55 R00 ypyp ^pN yNNNppy tlN pIU 3/8' WALL U LL� NOTE: 1. USE THIS METER BOX IN NON-- AREAS ONLY. 2. OIMENIIONS 1 1/8' O.N.o. 3. _ THICKNESS: 3/1 A o PLOOKPOCKET WLL RECEIVE AMRSLOT IS/ANI ! 01 TO MCE END SNAP ALLOW HEIGHT A FINL-KGER FORCE 7 /9 015— POCK H T 15 31W FOR MIN 1/8"CAP FOR I CITY OF FORT WORTH, TEXAS REVISED 07-04-2017 2-INCH STANDARD PLASTIC METER BOX (1-�2 & 2-INCH METERS) (CLASS C) 33 12 10-D114 ISSUE RECORD QA� 1`ff SOUTHEAST CONNECTOR PROJECT DM NO. DfSFRIPTION DATE rcuTn n��� I (SEC-S00-DB-LR-333iH.d9n D VtFLEA5F0 FGR CONSTRUCTIO O6/OTR029 l NEEDS S PC l M1� SOUTH"POINT RELEASE FOR UTILITIES oFP1 CONSTRUCTORS CONSTRUCTION DETAILS Ost°z'OOOF60 I D113 & D114 ��®Texas Deportment of Tronsportotton © ._ FOR u�oivfiuo rEUE F-2022(675)rxo NI6820r IRL TSKAS olwo ARRAN o T I S00-UT-33374 avrRGK 0008 sE 3iox 25, of I 1 /2' REBAR (2) r PICK HOU TIRUT Hq£ —I�///// WITI 3/160 J0155 R00 SNAP 1 O 111T-T-8 1T1 I�Tir ' 1-}/y � 1 -IT-I/81 I POCKE,LSEE NOTE # M 1.USE THIS METER BOX IN PAVED AREAS ONLY. 2. SNAP LOCK POCKET MILL RECEIVE AMR/AMI DENCE ENDPOINT SNAP LOCK SLOT IS 1-]/8" ! O18' TO ALLOW FOR A FINGER FORCE INSTALL POCKET HEIGHT IS 3/8" FOR MIN 1/8" AIR GAP, FORT WORTH I CITY OF FORT WORTH, TEXAS I REVISED 01-04-2017 1-INCH STANDARD CONCRETE METER BOX (3/4 & 1—INCH METERS) (CLASS A) 33 12 10—D116 26 7/6' 25 3/4' 26-1/2' 1 D WORK AREA MIN EfEIEF.-94X USE THIS METER BOX IN PAYED AREAS ONLY 2. SNAP LOCK POCKET MILL RECEIVE AMR/AMI 1E)B EN0015 "ALLOWTro FOR A FINGER FORCE N5— POCKET HEGHT 15 3/8' FOR MIN 1/8" AIR GAP SNAP LOCK IPrrOCKET, SEE NOTE 12 W 3/6' `In• REBAR (2) PICK HOIE POCKET B/16' YATH 3/160 3M58 ROB n WORN AREA MIN. > P{ib. CITY OF FORT WORTH, TEXAS REVISED. 01-04-2017 Al %b 2—INCH STANDARD CONCRETE METER BOX (1%2 & 2-INCH METERS) (CLASS C) 33 12 10—D117 ��®Texas Deportment of Tronsportotton ISSUE RECORD I , O R 024 'p`I NO. D�_�j�RIPTION DATE ��� SEC-S00-DB-LR-333TS.dOn D ��FLEASEDFDRDDNSTRDCTIO D6,DAT I NEEDS SPC SOUTHEAST CONNECTOR PROJECT 1 "„„ ""6"° ;-ioz2,6;s;T"° azD SOUTH"POINT RELEASE FOR UTILITIES aFD„ ;E'E °"E aaRANN. DETAILS Dsro]tmza '�5 W0 sH-3 o� 11 CONSTRUCTORS CONSTRUCTION D116&D117 30 OF1. AVPRCK 0008 SE 3NN 2$eT I S00-UT-33375 I DIANDER ` OTHERESURFACE WATER MAIN PLAN VIEW HORIZONTAL "" NO PER 33 11 OD-D110 BACKFlLL SAME AS WATER MAIN PER SECTION 33 03 1D STMG OR PflOPOSED CURB PAVEMENT OR 01HER SURFACE EXISIING OR SIDEWALK PROPOSED — CURB W y y W BD.TTW HORIZONTAL RIRUST FIRE BLOCKING PER HDRANT 3] 11 W-0130 HER ITMOR\ TN, y; BLOCKING PER T1a 33 11 00-D130 j HYDRANT LEAD WATER MAIN LINE I(PVC OR DIP) TEE OR SANG EMBEDMENT PER NJMANCHOR COUPLING 7 ON 33 06 10 6R NJ GATE VALVE CLAMP ERCTI P ) 12 20-DIGS NO E` ELEVATION VIEW 1. DO NOT LOCATE FIRE HYDRANT IN SIDEWALK. 2 PRONGE FOUR (4) FOOT CLEARANCE AROUND FIRE HYDRANT. 3 EXTENSION SECTIONS MAY BE USED AS REWIRED ND NSTALLE AS PER MANUFACTURER E ENES PRESSURE PIPE OR BURIED STEEL I —ION KIT AND WA PETROLATUM TAPE COATING PER SECTION 33 04 10 OF CUR(M BOM BACK B A SET FIRE HYDRANT PLUMB BREAKER RIND W3BREAKER STEP J.Ax T'-V MAX NINIMUM 0.3 C.Y. CRUSHED .�. ROCK PROPORTIONALLY AROUND RASE. DO NOT COVER WEEP HOLE, FOR Z33OU11 as -olio C CONCRETE REST 13'R12'.6" HORIZONTALw"'YR L� SfIIS� H INONTAL��' i jy 111 BUTT STRAP, BUTT FLANGED END B O PER / ' \\� WELD, JOINT HARNESS OR G'U BLOCKING PER 33Lt100D1. WIVALENT PER SECTION II 00-D13DPEDD FL 11 ITTnCADm 33 I1 13 OR 33 11 T CPP. STEEL PIPE AND CPP AND STEEL DIP FLANGED END PLUG PLAIN END TEPRESSURE PLUG PRESSURE PLUG NOS: 1ALL ABANDONMENT SHALL BE PER SECTON 02 41 14. 2 SURFACE REPAIR SHALL BE PER SECTIONS 32 01 17. 32 F E MI 3z +a SI DEPENDING ON EXlsnrvc I FOR I CITY OF FORT WORTH, TEXAS REVISED: 0&31-2012 SURFACE AND AS DESIGNATED IN WE PLANS P 1 CDAST-IN-PLACE CONCRETE SHALL BE PER SECDOry A3 OW CONCRETE BLOCKING TO CURE FOR 24 HOURS PVC, DUCTILE IRON, CONCRETE PRESSURE 024114 -D123 PRIOR TO PRESS.-ING WATER LINE AND BURIED STEEL PIPE PRESSURE PLUGS FOR�H I CITY OF FORT WORTH, TEXAS REVISED 11212111 STANDARD FIRE HYDRANT (STRAIGHT) 33 12 40-D120 ISSUE IRIPTI 0 I ��15] �F SOUTHEAST CONNECTOR PROJECT RM NO RELEASED FOR COUBTRUCl— RIPTION 0MV20024 SEC-S00-DB-LR-333T6.dgn NEEDS RELEASE FPOINSOUTHSPOC R UTILITIES o`e CONSTRUCTORS DETAILS CONSTRUCTION D120 & D123 D"S1OF4. • RONALD G. KING • % yq., BLDT3 s'GAU L EWs ®Texas Deportment of Tronsportotlon / © 2024 Pcv�xcu orvfiu° rEPE F-2022(fiTB)rxo I x116620Y KPH OooB SE 31Px I is, ec I S00-UT-33376 RGK CONCRETE CONCRETE COMA (pSPHALTI mxluPRnKn --1 i32'-0- 3. g1AMFOR (T-)—/ .•'f. SURFA IM�PROQUVED CWCREIE Co (gEg a rn wAaR - u I I nra M1j1 PAVED AREA UNPAVED AREAS NOTE IA. VALVES SHALL BE A:° CHAMFER (TYP.) ESIDENT SEATED. 2. PROM RONOE 3° D OF COVER B" ttP. -( ROVER REINFORCEMENT IN ALL DIRECTIONS 3 COLLARS SHALL BE 4,000 PSI CONCRETE PER SECTION IF VALVE OPERATING NUT IS 03 W 00. MORE THAN 3' BELOW PAVEMENT SURFACE. PRDAM VALVE BO. IXt EXTENSION S1DA TO 1' BELOW APPROVED EQUAL PAVEMENT SURFACE. USE RETAINER GLANDS FOR VALVE RESTRAINT 157x45' CHAMFER 3' SOIUARE STOCK 4I—� •�N _ W I DRILLED TIRWCH ROUND STOCK VAES 2° SQUARE STOCK m/iLED DiRARauCM O , r 2•.e TBIN SQUARE 1 1 NTHICKWWALL TIT NO E I t° ROUND SOU S BAR SQUARE A-10 PER ASTM A-t08-Bi. SAE 1020. 2 2-14" SQUARE NBNGIPER AS. A-512-79, SAE 1020, COLD DRAWN OR BETTER. 3 ALL Wi]DS SHALL COMPLY WTN A.W.S. CODE FOR PROCEDURE, APPEARANCE ANDDUAUTT OF WEIRS FOR I CITY OF FORT WORTH, TEXAS I REVISED 13-2078 WATER DISTRIBUTION GATE VALVE &BOX �� � I[ (12" AND SMALLER) 33 12 20-D126 za �DIMF,ENSION TABLE '((III "MINUlB"R oE'��Ga INAG [R G T DP Gi i''' — A SiNrviNfiss ITI I I HVE uY N I i I ELEYODE x N FORT WORTH I CITY OF FORT WORTH, TEXAS WATER TRANSMISSION GATE VALVE & VAULT (16" - 36") REVISED: OB-31-2012 33 12 20-D127 u\\\ tE OF T\�111 f.,RONALD .:KIN.....! ICENSE:2-^ Or.N A L�EgWs O ��®Texas Deportment of Tronsportotlon © °2024 ry(I ISSUERECORD1`ff SOUTHEAST CONNECTOR PROJECT "M ° " NO. DESCRIPTION DATE r•■•cuT„i n�r SEC-500-DB-UT-333TT.tlgn RGK "" FE°Exu AI°vxolEcrxo IHo^ D RELEASED FOR CONSTRUCTION DW07/2024 ••• l NEEDS S PC N, �,wwx s � °ISrAF�2D22,5T of -D2D SOUTH"POINT RELEASE FOR UTILITIES aF`„ TE%A5 F.WDRH TARRAN "° CONSTRUCTORS CONSTRUCTION 26&D1DETAILS °`i°3a OF6. RISK u08 3'°" 1, D 126 & D127 T I S00-UT-33377 I I� KI BLDOONG SHALL TO UNDISTURBED ALL DUCTIE IRON P-I SHALL BE WRAPPED IN REETRANEG POLYETHYLENE PER 6 PLUG RTEE SECTION 33 II11 / � CO Sh..,.,......�... ._ UNDISTURBED EARTH PROFILE VIEW CONCRE`E CRADLE TABLE a I 'HORIZONTAL THRUST BLOCKING TABLE P1FwE5x BEN054SN 5' BENDS It 2+5' BENDS "A,. �H JSZE 0' BENLS 45 BENDS 2M.5- BENDS 11.25- BENDS X" DEADENDS DIT••,MON (If IN A L S (((Ix(SF� a MIN(SF)La Mln(Slll MIN(SF) (9) SF)) iSF) (SG) {.� 400•� � 900" -4 0R)ta fill B" 1-By. 800 4.33 4W 4.00• 5.85 8.00 4.3E 4.0G• 4 W" ID - 8.84 12.50 6.]8 4.00" 9.W" 12 12.]2 11.99 971 4.96 400+ 10' 1'-8 12.50 6.]6 4.00" 4.00" 1]99 9]4 4.98 4A0+ - - 3 IS" 22.82 31.99 17.31 883 4.4E - Z= 24" E 5089 ]99] 3&95 19.88 99B +MINIMUM THRUST BLOCKING SURFACE AREA SHALL BE 4 SWARE fEEi. +•DIMENSION "X" TO BE A MINIMUM OF OIE FWT AND SIX INCHES BUT 5 10 BE INCREASED WHERE NECESSARY TO PRONOE BEARING AGAINST UNG STURBED TRENCH WALL. NOTE. THRUST-11 ARE BASED ON NO 11 1.2. 4998 2].05 3l9 8.93 120 2--0" i 124' 2'-0" f�� "MINIMUM MIL BLOCKING YJRFACE �EAISHALL dE 4 SQUARE EET. ••DIMENSON "X" TO BE A MINIMUM OF ONE FOOT AND SIX INCHES. BUT u5 TONE INCREASED WERE NECESSANY N PHONDE BEARING AGAINST RBEO THEN. BOTTOM. ES THRUST BLOCKING AREAS SHOW ARE BASED ON: 225 PSI TEST PRESSURE 3,GOO PSF NORIZMTAL OR LATAAL BEARING PRESSURE FOR ACCEPTABLE SOILS 3 as _ E Y TESTDRPRE0NS4J�Al RE� 1.2 IZ HAT NAL BEARING PRESSURE FOR ACCEPTABLE 1.3 MINIMUM OF 42" i A SAFETY FACTOR OF 15. 2. 4 THE ENGINEER SHALL PROMDE A SEPARATE BLOCKING TABLE MEN THE CONGTONS THHENOT CONTREACT 1E ABOEYE ASSUMPTIONS. 3 WIRED TO PROMOS THRUST RESTRAINT BT MEANS OF THEUVAft OL�S ITEMS oALL PIPES. THIS ITEM SHALL BE CONSIDERED SUBSIDIARY i0 ALL ADDITIONALLYMTR MJ FOTNGS SHALL BE RESTRAINED RETNNER (%ANDS. I.J. 1 2. J 5 8 MINIMUM COVER OF 42" A SAFETY FACTOR OF 1.5. 4 THE ENGINEER SHALL PROMDE A SEPARATE BLOCKING TABLE WHEN THE CONDITIONS DO NOT MSEI THE ABOVE ASSUMPTIONS. THE CONTRACTI S REQUIRED TO PROMDE THRUST RESTRAINT BY MEANS OF THRUST BLM KINFIG FOR ALL PIPES. THIS ITEM SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS ITEALL NJ RTTNGS SHALL BE ADDITIONALLY RESTRAINED W1IH RETAINER GLANDS. CRADLES FOR WA1ER LINES LARGER THAN 24" SHALL BE DESIGNED FOR THE SPECIFIC LOCATION AND SHOWN ON THE DRALWNGS. ALL DUCTLE IRON FITTINGS SHALL BE WRAPPED IN POLTEIHYLENE ENCASEMENT PRIOR TO 3 3 5. SLREOCgNG FOR WATER LINES LARGER THAN 24 ABE DESKnED FOR THE C LOCATION ANDJG 8. ALL DUCTILE IRON FITTINGS SHAH BE WRAPPED INPOLTETHTLENE ENCASEMENT PRIOR TO PLACING OF BLOCKING. ]. CONCRETE MATERIAL SHALL CONFORM TO SECTON 03 30 00. ] PLACING OF BLOCKING, CONCRETE MATERIAL SHALL CONFORM TO SECTION 03 JO OIL 1V a v >? - CITY OF FORT WORTH, TEXAS REVISED 1230-2016 FORT WORTH FORT WOR T CITY OF FORT WORTH, TEXAS REVISED 72-3a-2o76 3 0 HORIZONTAL THRUST BLOCKING 33 11 00-D130 CONCRETE CRADLE 3311 00-D131 �I NO. ISSUE RECORD ff D71CRIPTION DATE NM I SFC-S00-DB-Ui-333]B.d9n SOUTHEAST CONNECTOR PROJECT D jr rcu na,s ItFLEASED FOR CONSTRUCTID OB/0]12D34 l SOUTH"POINT NEEDS S PC RELEASE FOR l N1� UTILITIES oFP1 o CONSTRUCTORS CONSTRUCTION DETAILS "e I D130 & D131 6. I3 OZF RONALD .:KIN.....!91073 ICENSE:2-^ �II�A s�'l�OLNAL EWs �eTexas Deportment of Transportatlon / © 2024 u�RGKx oivB rEUE F-2022(6]5)rxo NI6820Y �ncIRu I�HRAsry TE%oWOARNT s3x SOO-UT-33378 0RGK 008 21,e I ON TABLI FEN BE V MA' SHALL O6 OCR Eu ION SHALL BE r N FOR 2 BAR APPMICATONS. O1NERlNSE 6' MN 6' MIN .. . BLOCKING SHALL '. " NO A SHALL PIPE BACKDLL PER"•"�'-'''.• DRAWINGS AN. ""' U IS EARETH (MI) SECn SECTION 33 05 10 XOOK TE DONN AL BARS INTO BLOCKING SHALL MIN*O`CIN; PER ORAWtNGSMANO ,' SECTION 33 OS 10 UBE E AGAINST TURBED M TYP EARN GC VERTICAL TIE —DOWN BLOCKING TABLET • r. Fri SIZE 90' BENDS 45' BErvOs 22 5' BENDS 11.25' BENDS uIN REINFORCING MAT, 14 BARS 0 6' OCEW -''�' VOLUME y6 VOLUMEI �¢ VOLUME (CF) BARS (CF)1BAflS (CF) pI BARS ALL A.- S" BENDS 46 69 1 16656 2 4413 12 4] I 211> I I ESb&95 I- )p•" �SHALL BE IJ525 3 TRAINEL1 2 J;y4.�6y4 1 1 38475 3 196 25 SES OF t PITS 512E FOCI 3 NJH.iS A, _.,✓ NOTES: VERTICAL TE—DOWN BLOCKING VOLUMES 225 S TEST PRESSURE U ( s6s 60 Ksl p6 REINFORCEMENT BARS �,•✓� 1 SHOVM ARE BASED ON: H2 T50 PCF CONCRETE DENSITY SAFETY FACTOR M 1 5 2. BAR OUANTFES ARE BASED ON: 21 302 2 A FACTOR OF SAFETY OF I S 2.3 SHALL OF BAR L' BE A MINIMUM 18' 3. THE ENGINEER SHALL PROVIDE A SEPARATE WHEN THE CONDTONS 00 NOT MEET 4. THE CONTRACTOR IS REQUIRED TO PROVIDE VERTICAL TE—OOWN BLOCKING FOR ALL SUBSIDARY TO THE VARIOUS ITEMS BIO. VERTICAL TIE—OOVM BLOCKING TABLE THE ABOVE ASSUMPTIONS THRUST RESTRAINT BY MEANS OF PIPES THIS ITEM SHALL BE CONSIDERED 5. ALL MJ FITTINGS SHALL. BE ADDITONALLY RESTRAINED WITH RETAINER GLANDS 6 —S. LENGTHS AND DEPTHS MAY VARY BUT SATISFACTION OF ABOVE MINIMUM VOLUMES MUST BE DEMONSTRATED. KEEP CONCRETE CLEAR OF PIPE IOINTS AND BOLTS e. VERTICAL TE-OBWN BLOCKING FOR MINES 16' AND LARGER SHALL BE DESIGNED FOR THE SPEDRIC LOCATION AND SHOWN ON THE DRAINGS ALL DUCTLE IRON FITTINGS SHALL BE WRAPPED IN POLYETHAENE ENCASEMENT PRIOR TO PLACING OF BLOCKING. 90 CONCRETE MATERIAL SHALL CONFORM TO SECTION 03 30 00 %' CURB STOP PER SECTION 3.5 12 10 2 GALVANIZED PIPE / EXISTING SERVICE LINE 3/4' TUBING ADAPT AS REQUIRED \\\` TE TING O 'HOUSE ORABUUE NGCE NOTES 1 CONTRACTOR SHALL E REWIRED TO COVER E_ VAULT WITH PROTECTIVE GUARD. 2 METER SHALL BE REMOVED BY THE OUNTRACLOR CONNECTION FROM BY-PASS TO PRIVATE SERVICE SHALL BE MADE BY CONTRACTOR AA0—" T. IA UE ORT WORTH I CITY OF FORT WORTH, TEXAS I REVI8EII:12J0-2016 TORTWORTH I CITY OF FORT WORTH, TEXAS I REVISED: aR-31- 12 VERTICAL TIE -DOWN BLOCKING I[ 33 11 00-D132 1 TEMPORARY SERVICE CONNECTION I[ 33 04 30-D133 ISSUE RECORD ff SOUTHEAST CONNECTOR PROJECT DM NO. D�5(:RIPTION DATE rwocu nays I SEC-S00-De-UT-333]9.dgn 0 ��FLEASED FOR CDNSTRUC'iIDG O6/0]R024 l NEEDS S PC l Mt� SOUTH"POINT RELEASE FOR UTILITIES oFP1 CONSTRUCTION DETAILS ETAILS 061Dsu OF4. D1& D133 f.RONALD �:KI�N�....! ........... o.1 e3D]3 �II�A s'ONAI Eas O �eTexas Deportment of Transportatlon © 2024 RGK u�x oivfiuo rEPE F-2022(675)1xo HI6820Y " EKTAS olwoRR H AAN o T I SOO-UT-33379 PePRGK 0008 se 3i0x 217 0, 1 JG' MIN, ASPHALT COVER - VANIZED EASTING iPIPE PAVEMENT 15/ ROWING FELT 2-STANDARD rXV BOARDS FOR I CITY OF FORT WORTH, TEXAS REVISED 3L2D12 �— INTERSECTION &DRIVEWAY APPROACH CROSSING FOR TEMPORARY WATER SERVICE 33 04 30-D134 • 3' Nx BELOW++ FINISHED R + UPON COMPLETON+OF + REMOV • RESTRAING ED SPOOL PIECE ER AER PROVIDE E14 PLUG EMBEDMENT AROUND +PER SECTION 33 04 40. NnSE0'ON1 J3 GS 10 +e+++ a.+E• ••++ +•2' MIN. RGLAANNOS +y}^ + ys + r e a DUCTILE IRON ✓ L MJ GATE VALVE MJ W1E CsyF> Pm PER as Ix Gl— .... .......... i++........... +3MIN. BELOW FINISHED ++ GRADE . . r+UPON +COMPLETION OF • CLEANING, REMOVE RESTRAINED SPOOL PIECE AND PROVDE RESTRAINED Md EMBEDMENT AROUND •+PLUG PER SECTIO,H 33 04 ENTIRETY OF WK PER + GEOTON 3J OS 10 + RETNNER GLAND .F� r + ♦ ._.� � �N:.;r +++ FORT WORTH I CITY OF FORT WORTH, TEXAS ' STANDARD OF WYE FOR WATER i DISTRIBUTION PIPE (12.1 AND SMALLER) REVISED: 05-0R-2013 33 04 40-D135 ISSUE RECORD ff SOUTHEAST CONNECTOR PROJECT RM NO. D_ RECOR DATE SEC-S00-DB-Uf-333BO.dOn D �ELEASEDFoncoxsTRucnD DG,DTa024 NEEDS SPC UTILITIES aM SOUTHrPOINT RELEASE FOR CONSTRUCTORS CONSTRUCTION D 134 & D135 jr DETAILS "'llOF40 �eTexas Deportment of Transportatlon © 2024 u�RGKx oivfiuo rEUE F-2D22(GTGlrxo x16820Y " E%HB olwo ARl"T o I S00-UT-33380 PePRGK DOD. sF 3iox 2E,e UPCN ANYION OF CL ANI G. 1111EFOANCE 11 WOO ENTIRP R GICTION . 050 0 FOR �IIICTLE"IRON�WYE"YPERYCPtt1 200 Ja0LUG IEAN G WYE SPACING TABLE NO F DMENSON ONLY E N UWHEREDATE 11— x yyK INTERNAL PLUD 1^3 efl IAN�iR ADJWAC Ni PESIM�E— NEA TOx��"l PER LL BE s"Airo Ma P t c _ BE REstreuNED" 0. ALL NFAPPED IN POL1ETxW-ENE TLE °ENCASEMENT PER SECRON 33 II tt CHALL ONLY BE LOCATED WHERE INDICATED ON ORAWN FORTWORTH I CITY OF FORT WORTH, TEXAS REVISED OS-31-2011 i STANDARD CLEANING WYE FOR WATER TRANSMISSION PIPE (16" AND LARGER) 33 04 40-D136 ISSUE RECORD I NO. Df. RIPTION DATE 0 � FLEASED FOR CONSTRUCTIO)J OW07/2024 4m RMOPLAS H� TA LESSExcL ( i scRBEx PER 14R01 TO BE SECT 55 lAlH`LE " AWE All.CA NINCURB NIETA ON C. \\ EL=J�C c"LwA'T'.io+7APRL°ncm INS"c \ ?±1\1T.'«S'`t•' }SK,GE R B EAakp FILE .. / . ♦ -r/ LEWAIH LOCATED IN sDC NOT GROUND LET12L FL AT TOP P`KE S`T m MANNOUE PER DETAIL SJ 39 \ : PPE SEE NOTE 0PIPING SHAI-L BE /20 ORV �, WENT PPE .T.xY,t },E /`4' WIN 11 11 AND WS WITH -LT i'- , ', SEE NOTE a 'Y'nk � a- / / 33 1 10 AND 33 11 11 OR STAINLESS BRA W �: /- APPRoeED"ca°Ai % RSNG GRADE — MIN / () �tv:y AIRt A a A— N S Y COMER-ON1 OLE ACCESS DETAILS yE OEaaxvNOSPNH THE $ e ®® ) 5 .\ L MHEREYEttTCN-RN1Y SEC FlEO �NG SHANNBE AS '4,�CA.FAJ I T ; ,�' sr �' ¢, �R REDUREMEITS Pn[YENT THE USE OF TOP RG \ \\ • - '�. A VAUIULRS EHµAU- ONLY K PEALLn T 1ANL- N . i,/i, 6. A� S STNNLESS S1EEL BRACTtET BY GRUELLAOR AvvROVID UNDISNRBED 6FA55 L Nrv. EGUAL OOMPACTED EARTT __ _ 1 UNgSNRBEO CR VALNE SHALL BE CDVTFED N VAULT TiREG NO LEAD COMPACTED EARTH 2 �PLE PBEA 9HOM NTIrO Y VAULT WAIL SHALL BE SEALED —R4•� a.9II2l MANHOIE ,HREADm xo-LEA A " Roman FuncE vnTM THREADED BRASS P BASE SHALL BE a oaNNEAD TG 4• DNGTLE i - iT T PER FORCm MM �B NO LEAD BRA$$ PIPING. 2 z' MP E UNIONS. AND I S OgiP-"M STOP 'CC / L EMLSHED TORONN BARS O fi' OZW (ttP) 9 ELNp FLANGE WATT R' TTFEADEO iAP. T1REA0) PER SE.. 55 12 50 "- 1 s[cTON 53 OS 10 F EMBRMRi ALONG %PEUxE IS SAND. PROWGE A FlL1ER TAPPINGLE (C.0 READ) EMBEDMENT UNDER AIR EVALYE VAULT. STiEAM OF ROCK SEE NOT: BASE, FOR. I CITY OF FORT WORTH, TEXAS I[ I REVISED:O6-10-2022 POTABLE COMBINATION AIR VALVE ASSEMBLY - 2-INCH VALVE 33 12 30-DI38 .PS..� r\. 11,� !NN.. . ' RONALD G KING .1073 ((�X s'ONAI Eas " `. 1-21 :�MWTexas Deportment of Transportatlon © 2024 "'Fu�'1 4fF SOUTHEAST CONNECTOR PROJECT °"° °E 2D2(6D7E=i"° HI WAY SEC-S00-DB-LR-333Bl.dgn RGK ° 6 F-202R(fiT5) IGNH NEEDS SPC SOUTH RELEASE FOR UTILITIES aF „ a ;E °"'^'paN %AB FT WORTH CONSTRUCTION DETAILS oB1OTlzoza I S00-UT-33381 CONSTRUCTORS D136 & D138 3a OF eD RGK U 08 3°N I 12157PD,I I ■ I ASSEMBLY-3 TO 8-INCH VALVES 1 JJ Ic ov-v IJD PER "'I s-LAN -� ,ES IRON LID MARKED RDNCRz zo° 4 'ca i�y°r" uo IAnDRAD ED D i FINr.L cxwE PER E L RNAL GRADE rERMI ---L LOxLRfiE O TERMINAL PPNEL. SEE OETNL -A- CONCRETE vALv£ fix, _ 'CONIC D t2 P J' OF CRUSHED ROCK 0.35Y . Iz PER SECIIDHS 330050 0 (INSI DIMENSIONS) PER SECTION JJ OS 10 (INSIDE DIMENSIONS) ID 1£ICONDUC RSW RIE SING COND C�LCR TxERMTE BRA2EDTM LONN[CSONSS iW INSNunON Tv IxSuuilOx FW' INSUIpiIpN WIRE PON I DaR10 0l. —IND PIPE A PROTECTED PIPELINE NO A D rERN NAB CONNECTOR 0 N AND HE% 00 — ,ERNINAL DDARD /ID Awc wxRE BB CO pt�z l— -- (PxOT DTID /cre Aw v wN C LLow ("O ELT" (reI s l l l l l J CDETAIL TERMINALPANEL ORT WORT I CITY OF FORT WORTH, TEXAS FLUSH MOUNTED CASED CROSSING TEST STATION FlUy MOUNTVSEO CROS r TEST STA-10F plce 5lze WL-1112 2+31.41 6954915.37 2360585.76 16' WL-1112 6+84.67 6954924.03 2361039.02 16' WL-1106A 1+80.24 6954574.21 2361217.51 8- WL-1106A 2+56.29 6954498.19 2361215.53 8- WL-1106A 15+63.39 6953294.84 2361382.40 8- WL-1106A 16+22.16 6953262.32 2361430.67 8- —A"' tE OF nAtil f',...... KI........ rho:, .1073 oiW� IIIMl�s�('IYOwL�NAL EMs REVISED: 1-1-1112 33 04 11-D1 S1 ��®Texas Deportment of Tronsportotlon iQ © 2024 �I ISSUE RECORD 1`ff SOUTHEAST CONNECTOR PRO ECT "M ° ° o FLI' NO. DESCRIPTION DATE r•■•cuT„i n��r SEC-500-DB-UF-333Bx.dgn °L�RCK v" FE°Exunl°vxolEcrxo IHo^ ^; D VtELEASEDFOR CONSTRUCTION O6/0]I2D24 ••• l NEEDS SPC M, s� °ISrRE�zDz�,R,ol-DZD SOUTH"POINT RELEASE FOR UTILITIES "``5 TExAR F.WDRH TARRAN ° CONSTRUCTORS CONSTRUCTION 39&D1DETAILS 06/O;I; oF1. RISK o08 31°" sR D139 & D151 T 1500-UT-33382 I= I CONCRETE/STEEL PIPE ISSUE RECORD I NO. Df. RIPTION DATE 0 kFLEASED FOR CONSTRUCTIOG OW0TI2024 BLOn-OF= SONG SEE DETAIL &14p I CITY OF FORT WORTH, TEXAS I REVISED: 11-01-2016 STANDARD BLOW -OFF ASSEMBLY 1 3312 60-D105 \F4 NEEDS SPC SOUTH"POINT RELEASE FOR CONSTRUCTORS CONSTRUCTION IN K SSHA LL BE N EH— OR lR NDCATIxONS W 'ffR�gt�SANITART SEMAS `S OESIGNAIED PLONG SHALL.... NE A WANANGHTUAMENThAFY FO FRAMES SHALL ALL MINIMUM 30-MCH OPENING, "T"FEOUIR D"FOR Al SANITARYSEM:R MANHOIES MTN A RIM BEVATION DO NOT MPE JOINTS Ofl GRADE PIN CS MTI GROUT• MORTAR OR — Vl#kJMETf __'7I2211 �� �F FORT AIs REPAIR RNE MANXO RAaiArr!ol`' oNCEwwe TRAFT� c FRA.EHINGE r 81— MANHOLE A.N. >% A RY CIR.— Few. 30• aEAn uIN AlE STANDARD FRAME AND (:OVFR FORT WORTH CITY OF FORT WORTH, TEXAS I REVISED: 12-01-2021 � SANITARY SEWER MANHOLE FRAME, ��— COVER AND GRADE RINGS I[ 33 05 13-13219 M" tE OF T\111) f2,...... KI........ rho:, .10/3 oiW� ICENSE:2-^ IIIA S'ONAI Eas �5iiillllleTexas Deportment of Transportatlon © 2024 SOUTHEAST CONNECTOR PROJECT Isec-S00-DB-U 33383.dgn ° W ! °� RGK O1 6 ° 11.1—Al.—JE11N° F-2022(675)-820 °" UTILITIES "`°_. LRU ,E °"'^'R aaN N.%A5 DETAILS -0-0. LwH °N.R° RVPRGK c0008 FF. WDRTH I—N °R T I SOO-UT-33383 D105 & D219 38 OF 40 13 25, PR, I NOTES. 1, UNLESS OTHERNISE INDICATED IN THE DRAMINGS. 4. LL 0 1. MANHOLE TOP SHABE PER MANHOLE FRANE, CC— AND MANHOLES SHAH BE USED FOR 21' AND SMALLER GRADE RING DETAIL AS INDICATED IN T1£ DR— CS. p- BE USED 2 BEFORE BAGAF. NO ARWND E"UCNRES. CURE OR T1REE OA15 ?' UP 38"RSANITARYNSEWER LINES LLS 3. IF SOIL CONDITIONS OR GROUND WATER PREVENT USE OF B. 6'o STANDARD MANHOES SHALL BE REWIRED FOR 90' COARSE AGGREGATE BASE A 2-INCH MUD SLAB MAY BE BENDS ON 3B" SANITARY SEWER LINES. SUBSTTUTED 9. SAAAST IRON NSHING MANHOLNSLL BE REGO REDDFOR VAnONLL 4. CAST -IN -PLACE CONCRETE SHALL BE PER SECTION 03 30 GREATER THAN 12-INCHES AB01£ NAn1RAL GRWND GO 6. PRE -CASs JOINTS SHALL CONFORM RI ASTM C4'l8, DO O NOT CEMENT JOINTS OR GRADE RINGS — GROUT, MORTARREFER TO MANHOLE FRAME COVER AND GRADE RING DETAIL c E PRE —CAST X1 CAST —IN —PLACE «e« rt REFER TO PAVEMENT ` «REPAIR ROUND + N8' MIN. ++MANHOLE DETAIL M +pon"nR°Nc+irimRNu — DANCE NTH a+ASIM 04258 D ACCEITAB"BACNFILL AR.NO r ' AY I r+D4259 MANHOLE (TYP.) PER `rti sECnGN J3 OS 1C.r I RAUBBER OGOAESN STS JOINTB I 5' MIN. FOR 61, I w MIN. + Y W1 SIN. FOR .' IN. FOR 8.I A44''. 5' OR B' 0N INDICATED THE ORAIMNCS APPLY INTE IOR. N, NEO'C (TYP.) PER PIPE CONNECTION+INtr I SECTION 33 39 8G AccoRDANCE KITH+ + I SECnoN u 3B 20+a ++++i S— E.G. IPIP+++`r+++++`r+ EMBEDMENT SNALL BE ` t + DOWNSTREAM I ACCORDANCE 1Mlo SAME ASSEC ON 0 10 + �.' I i' SEGTIONN3] 38 10NECTON N PER +'. R' DIRECTION GROUT'« I ARDONG1 DEPTH 11 PENEIRATON \\\ tl_ I D r ,(1 I1 - — AFSETOTPEW/CFTMACNN Ro'ALNE AS NEEDED v N" 8' MIN. S.B" MIN. EANOOITSTURBED ANHOLE BASE (TYP.) PER SECTION 33 05 10 ORTWORT CITY OF FORT WORTH, TEXAS I REVISED 12-01-2021 STANDARD SANITARY SEWER MANHOLE 33 39 10/20-D208 w rosa�roan°�4swm a. maa w 01 klyl� ir J la '�w� rw� xrn >e Mn• l v Ww ��P9 ORT WORT CITY OF FORT WORTH, TEXAS STANDARD CURB AND GUTTER REVISED: 03-10-2022 32 16 13-D534 r\�`fiA1 RDNALD LNG y9.. BLDT3 �111X AONAL Eas ` —1-21 O A�Texas Deportment of Transportatlon 2024 N I ISSUE RECORD NO. DESCRIPTION DATE SEC-B00-DB-LR-333BH.d9n D�—A—PDRCONSTRUGTION _2024 u SOUTHEAST CONNECTOR PROJECT W„„ " "�,.z26;sTND 11YNEEDS SPC ol=TRIR DD SOUTH RELEASE FOR UTILITIES R`e jML TE ARRAN "° DETAILS 06/OTR024 xas Fr womH CONSTRUCTORS CONSTRUCTION D208 & D534 9G14D a�K o oa 3NN s QT I SOO-UT-33384 I �EXPANSION .I��OIN }}�� r-arF sat oc � SECTON N un omm smewALK ADancEN SECTCN N ouarnr SIOEIYALEw ORT WORT .) u. y Rkm SEcnOx w �wAl K AnurFNT Tn cl IRR wrH RFTAININr. wAl i 1. Sl SIDEWALK PAID PER SQUARE FOOTAGE OF WALK- 2 RETAINING EDGE PAID PER SQUARE FOOTAGE OF WALL FACE a. AR EDP IDE AND _ R RETNxwD WAu Is SURROIARY TO RIOEWAIN AND WAIL REGPECnVELY. CITY OF FORT WORTH, TEXAS SIDEWALK DETAILS (SHEET 1 OF 2) REVISED 6-10-22 32 13 20-D546 I rAv uults-aoewxn I . rTAW�ED I Ilt�ik-�Il�f ' ( IIf�il�ik�li I I Ik�iC iL li �o L� - aws • rf oFxan SECTION VIEW SIDFWAIK WITH A/ON01 ITHIC. f.IIRR WAI T I .AY uulTs - aoEx.lx I T a � a E uAX P B.w s tN eAx q. TCPsaL 1 ,.� sups tr Ii�l �1��1 1{ >w I �1�11 x Lolln ,tJ mar �rcyiGiC .E' 70 uocaw� �� SECTION VIEW SIDFWAIK AD.IA(`.FNT TQ (`.IIRR WITH MDNDI ITHIf`. f.11R9 WALL NOTE5_ 1. SIDEWALK AND CURB WALL TO BE PAID WITH SEPARATE BID ITEMS: SDEWALK - SQUARE FOOT CURBWAU- - LINEAR FOOT 2. FOR CONTINUOUS WALL LENGTH THAT TRANSITIONS TO MORE THAN 12" HEIGHT, USE RETAINING WALL DETAIL FOR ENTIRE LENGTH. ORT WORT .I CITY OF FORT WORTH, TEXAS SIDEWALK DETAILS (SHEET 2 OF 2) 0,,nAts tE OF .. f',...... .......... .. —73 oiW� ICENSE:2-^ IIIA S'ONAI Eas REVISED 6-10-22 32 13 20-D546 ��®Texas Deportment of Tronsportotlon a / © 2024 ISSUE RECORD ^k"""° °""'"`° oiv°iP°o reoexeLAlo vxorecrxo H16eo AY NO. DESCRIPTION DATE r■■■F 4{ft SOUTHEAST CONNECTOR PROJECT SEC-S00-DB-W333BO.dgn R.K Nl 0 RELEASED FOR CONSTRURION O6/OT/202A '•• u�rvx srnre olsTaF�202i(fiT5010-D10 NEEDS SPC SOUTH"POINT RELEASE FOR UTILITIES ^"t TEXAS NDRTM TARRAN „ CONSTRUCTORS CONSTRUCTION DETAILS os%QooFaD All-E 00B Sox $e D54I T I S00-UT-33385 RGKI Docusign Envelope ID: 47F8E4FE-549F-4AF1 -A4C7-E94D1 D3793DE SOUTHCPOINT I IH820 Southeast Connector Project CONSTRUCTORS I IQP-XX2 QA Review Rev: 2.0 1 Rev Date: Dec 2022 SEC-SUBD-0654 RFC City of Fort Worth Water Package 08 Submittal Date: 06-12-2024 Package Description: Reviewer: John K Kiser Closeout Date: 06-14-2024 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: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE SQUTHAPQINT I IH820 Southeast Connector Project CONSTRUCTORS I IQP-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. 2024.06.14 06 / 14 05:59:53-05'00' PSQAM or Qualified Representative Date 2024 IQP-XX2 QA Review Revision Number: 2.0 Revison Date: Dec 2022 Page 2 Docusign Envelope ID: 47F8E4FE-549F-4AF1 -A4C7-E94D1 D3793DE IH 820 SE Connector Project Design Package Title: SEC-SUBD-0654 RFC City of Fort Worth Water Package 08 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 F IRFC I Date: 6-14-2024 South -Point Constructors Reviewer Disposition Response Comment / Resolution Page No: I omment Incorp. SOUTHCPOINT CONSTRUCTORS Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE SOUTHAPOINT Southeast Connector Project CONSTRUCTORS IIQP-XX1 QA Verification Rev: 1.0 1 Rev Date: May 2022 Package Description: SEC-SUBD-0654 RFC City of Fort Worth Water Package 08 Professional Services Quality Assurance Manager (PSQAM) Verification: PSQAM has verified that documentation for this package as presented by the PSQCM, has followed design QC procedures as described in the PSQMP. This packag is I a ed o€ rev�R�o�r�ent. 2024.06.14 6 / 14 / 2024 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. 2024.06.14 6 14 2024 n6,oO-4a-n.9'nn' P AM or Qualified Representative Date IQP-XX1 QA Verification Revision Number: 1.0 Revision Date: May 2022 Page 1 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE SOUTH:POINT CONSTRUCTORS Utility Adi ustment Aureement Section 6. Cost Estimates SEC-U-0520-08 Page 1 of 1 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE City of Fort Worth (Relocations 1106, 1108 & 1112) Eligibility Ratio of 100% (Total Construction Cost 1 $1,731,061.501 Total Indirect Costs to SPC 1 $684,542.261 Total Indirect Costs to City of Fort Worth 1 $147,200.001 (Easement Costs 1 $122,625.001 (Total Cost for Utility Relocation 1 $2,685,428.761 (Salvage Value 1 $1.001 (Estimated Amount to Ultimately be Paid by SPC 1 $2,685,427.761 (Estimated Amount to Ultimately be Paid by City of Fort Worth 1 $0.001 Eligibility Ratio 100% Docusign Envelope ID. 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE Southeast Connector Project South -Point Constructors, l.V. Ut,hty Adjustment Cost Estimate Utility Owner: City of Fort Worth IU-Number: SEC-U-0520-08 Relocation ID's 1106, 1108 & 1112 tility Type: Water iEUligibihty Ratio: 100% )Date Prepared: 6/14/2024 ) Prepared By. I Brock Howerton I 1 x 8" DIP WL (BY OPEN CUT) IF $ 240.00 64 $ 15,360.00 2 x 8" DIP WL W. 3/8" THICK 20" STEEL CASING (BY OPEN CUT) LF $ 560.00 180 $ 100,800.00 3 8" DR 14 PVC WL (BY OPEN CUT) LF $ 215.00 1363 $ 293,045.00 4 x INSTALL FLUSH MOUNTED CASED CROSSING STATION EA $ 3,500.00 2 $ 7,000.00 5 z VAULT EA $ - I $ - 6 z 8" BEND EA $ - 17 $ - 7 x 8" CLEANING WYE EA $ - 2 $ - 8 z 8" GATE VALVE EA $ 3,900.00 4 $ 15,600.00 1106 9 x 8" X 8" TEE EA $ - 2 $ - 10 z INSTALL 2" POTABLE COMBINATION VALVE EA $ 25,000.00 1 $ 25,000.00 11 x INSTALL 1" WATER SERVICE W/ BOX EA $ 8,500.00 1 $ 8,500.00 12 INSTALL ABOVE GROUND MARKER EA $ 150.00 4 $ 600.00 13 CONNECTTO EXIST. 8" PVC WL EA $ 8,200.00 1 $ 8,200.00 14 CONNECTTO EXIST. 1"WATER SERVICE EA $ 1,500.00 1 $ 1,500.00 15 ABND EXIST. 8 CI WL W. GROUT LF $ 24.00 1693 $ 40,632.00 16 CUT & PLUG EXIST. 8" Cl WL EA $ 2,000.00 2 $ 4,000.00 17 REMOVE &SALVAGE EXIST. 8" GATE VALVE EA $ 900.00 2 $ 1,800.00 RELOCATION CONSTRUCTION SUBTOTAL I I SUBTOTALS: I IT 522,037.00 1 16" DR 18 PVC WL (BY OPEN CUT) LF $ 305.00 452 $ 137,860.00 2 x 16" GATE VALVE EA $ 35,000.00 2 $ 70,000.00 3 x 16" BEND EA $ - 4 $ - 4 z 16" CLEANING WYE EA $ - 1 $ - 5 x 6" STANDARD BLOW -OFF ASSEMBLY EA $ 35,000.00 1 $ 35,000.00 6 x 16"X6"ANCHOR TEE EA $ - 1 $ - 7 x 16" X 8" TEE EA $ - 1 $ - 8 z INSTALL 2" POTABLE COMBINATION AIR VALVE EA $ 25,000.00 1 $ 25,000.00 9 x INSTALL FH ASSEMBLY EA 5 10,000.00 1 $ 10,000.00 1108 10 CONNECTTO EXIST. 8" Cl WL EA $ 8,200.00 1 $ 8,200.00 11 INSTALL ABOVE GROUND MARKER EA $ 150.00 1 $ 150.00 12 ABND EXIST. 8" Cl WL W. GROUT LF $ 24.00 1228 $ 29,472.00 13 CUT & PLUG EXIST. 16" Cl WL EA $ 5,000.00 1 $ 5,000.00 14 REMOVE & SALVAGE EXIST. 16" GATE VALVE EA $ 1,500.00 3 $ 4,500.00 15 REMOVE & SALVAGE EXIST. 8" GATE VALVE EA $ 900.00 3 $ 2,700.00 16 REMOVE & SALVAGE EXIST. 6" GATE VALVE EA $ 900.00 1 $ 900.00 17 REMOVE & SALVAGE EXIST. ARV EA $ 3,000.00 1 $ 3,000.00 18 REMOVE & SALVAGE EXIST. FH EA $ 1,000.00 1 $ 1,000.00 2 x 16 DIP WL W. 3/8" THICK/30" STEEL CASING (BY BORE) LF $ 1,020.00 454 $ 463,080.00 3 x 16" DIP WL (BY OPEN CUT) LF $ 325.00 54 $ 17,550.00 4 z 16" GATE VALVE EA $ 35,000.00 2 $ 70,000.00 5 x 16" BEND EA $ - 10 $ - 6 INSTALL ABOVE GROUND MARKER EA $ 150.00 7 $ 1,050.00 7 x 16"X16" TEE EA $ - 1 $ - 1112 8 x 16" CLEANING WYE EA $ - 1 $ - 9 z 3" POTABLE COMBINATION AIR VALVE ASSEMBLY EA $ 35,000.00 2 $ 70,000.00 10 x FLUSH MOUNTED CASED CROSSING STATION EA $ 3,500.00 2 $ 7,000.00 11 x 6" STANDARD BLOW -OFF ASSEMBLY EA $ 35,000.00 1 $ 35,000.00 12 x V DIAMETER MANHOLE EA $ 15,000.00 1 $ 15,000.00 13 ABND EXIST. 8" Cl WL W. GROUT LF $ 24.00 414 $ 9,936.00 14 CUT & PLUG EXIST. 16" Cl WL EA $ 5,000.00 1 $ 5,000.00 15 16" PRESSURE PLUG (D123) EA $ 2,500.00 1 $ 2,500.00 RELOCATION CONSTRUCTION SUBTOTAL SUBTOTALS: $ 793,411.00 1 MOBILIZATION $ L731.061.50 0.05 1 5 82,431.50 DB CONTRACTOR CONSTRUCTION SUBTOTAL $ 1,731,061.51 DB CONTRACTOR PROFESSIONAL SERVICES 1 DESIGN AND AS-BUILTS WATER (HALFF) LF $ 54.61 2,886 $ 157,604.46 2 DB CONTRACTOR RELOCATION RELATED COST* % 27.9% $ 1,888,665.96 $ 526,937.80 DB CONTRACTOR PROFESSIONAL SERVICES SUBTOTAL SUBTOTALS: $ 684,542.26 EASEMENT COSTS 1 PARCEL 485-Easement Costs SF $ 5.00 6,706 $ 33,530.00 2 PARCEL 488-Easement Costs SF $ 5.00 9,988 $ 49,940.00 OWNER PROFESSIONAL SERVICES 1 UTILITY OWNER PLAN REVIEW 2 UTILITY OWNER INSPECTION 3 UTILITY OWNER POST-RELO& FINAL GRADE ADJUSTMENT O W N ER PROFESSIONAL SERVICES SUBTOTAL NOTES SECTION "DB Contractor Relocation Related Cost" subtotal is a percentage of the sum of construction subtotal plus design HRS HRS HRS $ 320.00 $ 320.00 20 $ 3.00 80 300 80 $ 25,600.00 $ 96,000.00 $ 25,600.00 $ 147,200.00 Grand Total: $ 2,685,428.76 Less Salvage Credit: $ 1.00 Less Betterment $ - Adjusted Grand Total: $ 2,685,427.76 Elig. Ratio (%SPC Pays) 100.00% SPC Subtotal: $ 2,695,427.76 Utility Owner Subtotal: $ - Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 7. TxDOT U-48 Form SEC-U-0520-08 Page 1 of 1 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement TxDOT U-48 Form N/A SEC-U-0520-08 Page 1 of 1 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 8. Utility Joint Use Agreement Form SEC-U-0520-08 Page 1 of 1 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Utility Joint Use Agreement Form N/A SEC-U-0520-08 Page 1 of 1 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 9. Affidavit of Property Interests SEC-U-0520-08 Page 1 of 1 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Affidavit of Property Interests N/A SEC-U-0520-08 Page 1 of 1 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 10. Utility No Conflict Sign -off Forms SEC-U-0520-08 Page 1 of 1 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1 D3793DE �r AF= 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: Garrett Coffin, P.E. Date plans received: 06/07/24 Utility Company: Citv of Fort Worth Assembly "U" number: SEC-U-0520-08 Type of Utilities: Water Date on Utility's plans: 06/07/24 No. of sheets in Utility's plans: 40 I, Garrett Coffin, P.E., 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: DocuSigned by: 171R1AA1nF:.qA_rA1R amf- J. WV"07/03/2024 Utility Manager: (UM) Date Garrett Coffin, P.E. D DocuSigned by: f t14 1tr 07/02/2024 Utility Design A030C6B79D3D410 . Coordinator: Date (UDC) Jeffrev Hunter, P.E. Utility Coordination Firm: CSJ Enaineerins Associates, LLC This form must be completed/signed and included in each Utility Assembly submitted to the Texas Department of Transportation. Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1 D3793DE 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. 06/07/24 Citv of Fort Worth SEC-U-0520-08 Water 06/07/24 No. of sheets in Utility's plans: 40 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: Docu&ggneedby: Yffv�w Utility Design ansnc5a�gnsna�n Coordinator: (UDC) Jeffrev Hunter, P.E. Utility CSJ Enaineerina Associates, LLC Coordination Firm: 07/02/2024 Date This form must be completed/signed and included in each Utility Assembly submitted to the Texas Department of Transportation. Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 11. Abandonment Letter SEC-U-0520-08 Page 1 of 1 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1 D3793DE FORTWORTR', Attn: Mr. David M. Salazar, P.E. From: Chris Harder, P.E. Date: 07/10/2024 Subject: City of Fort Worth Water Facility Abandonment (See P&P Sheets) Relocation IDs 1106 [X-15340], 1108 [X-15340], 1112 [X-15340] Dear Mr. Salazar, The City of Fort Worth (the "City") recommends that portions of the waterlines 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 65 linear feet of existing 8" PVC water line (Relocation ID 1106, X-15340) and approximately 1,628 linear feet of existing 8" Cl water line (Relocation ID 1106, X-15340). The 8" PVC water line (Relocation ID 1106) will be abandoned in place on the east side of IH820 where it runs south/north under Louis St. on the north side of Lancaster Ave. at approximately Lancaster Ave. Station 26+58, and the 8" Cl water line (Relocation 1106) will be abandoned in place on the east side of IH820 where it runs east/west along the north side of Lancaster Ave. from approximately Lancaster Ave. Station 26+86 to approximately Lancaster Ave. Station 22+73 then turns north and runs south/north along the east side of IH820 from approximately IH820 FR Station 517+95 to approximately IH820 FR Station 529+32. The 8" PVC and Cl water pipes (Relocation ID 1106) are 64 years old. The City proposes to abandon in place and grout approximately 1,228 linear feet of existing 16" CI water line (Relocation ID 1108, X-15340). The 16" Cl water line (Relocation ID 1108) will be abandoned in place on the east side of IH820 where it runs east/west under Craig St. from approximately Craig St. Station 20+71 to approximately Craig St. Station 17+39 then turns north and runs south/north along the east side of IH820 from approximately IH820 FR Station 528+92 to approximately IH820 FR Station 537+85. The 16" Cl water pipe (Relocation ID 1108) is 64 years old. Fort Worth II s C" 11111.E 1%4 •1991. 21171 WATER DEPARTMENT THE CITY of FORT WORTH * 200 TEXAS STREET * FORT WORTH, TEXAS 7 1102 817-392-8240 * Fax 817-392-8195 tw Printed out recycled Pnp- Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1 D3793DE FORTWORTH. 4� The City proposes to abandon in place and grout approximately 414 linear feet of existing 16" Cl water line (Relocation ID 1112, X-15340). The 16" Cl water line (Relocation ID 1112) will be abandoned in place where it crosses IH820 at approximately IH820 BL Station 537+82. The 16" Cl water pipe (Relocation ID 1112) is 64 years old. The abandonment exhibit for these relocations is included in the associated plan set as sheet S00- UT-33351. 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). DocuFSigned by: I S 6qy��,� r 07/10/2024 Signed199APiASR7ArAF:A Date Chris Harder, P.E. Director, Water Department City of Fort Worth Fort Worth II s C" 11111.E 1%4 •1991. 21111 WATER DEPARTMENT THE CITY of FORT WORTH * 200 TExas STREET * FORT WORTH, Twas 7 1102 817-392-8240 * Fax 817-392-8195 tw Printed out recycl'd P.P_ Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 12. Quitclaim Deed SEC-U-0520-08 Page 1 of 1 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Quitclaim Deed N/A SEC-U-0520-08 Page 1 of 1 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 13. ROW Maps SEC-U-0520-08 Page 1 of 1 Docusign Enve ope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE PLAT TABLE D-03'0T48' (RT) TRACT ONNER RECORDING L-1,212.00' PU BLOCK I. D.S. HO5s ADDITION CAB. B. SL. 0P.R.T.C.T. j-820 R=22,918.it, (VARIABLE WIDTH R.O.W.) C4•NOrIO'51'E PL2 BLOCK 1, L.S. Ross a➢arlDN VOL- 31D. PG. rs P.R r c.r. N00'2TY03"w PROPOSED CENTERLINE 1-820 CD.L2N.86' --T — --------------- T -- ----- F'D`L70-- --- ------ — ------------- - —�7 '---,52A•DC TATE OF TEXAS ,.,.SPARCEL NO. 128 VOL. 3279. PG. 51 STATE OF TEXAS ---- a�o Z PARCEL No. VOL. 3235, PG, a EXISTING"ART o _---- ILY R.O.W. ONE NOO'14'4PW 464 70' ,,,- j2! ' cr i TAR OF r£%As 443.10' -- ..— _ o _— ��-(].-rz s I IVY. / VOL. o zns NPC I163 ,j '-, ,3 Ev - — ----- --'— EXISTING FORT WORTH (� PROPOSED / `_ --.. -'_-.- _ _ 1J - I / ��A TO BE ABRNOONED , 1/zrRr - -- .... va,RF A.D.L. LINE i -- - - -- .-...... _��., =—:::: PARtEe -- -- 7 � .. - - ,... ... -STAY£ OF TEXAS_.— ._ :_-- -.. ..—, , �• / sra 9� T R.O.W. JLlNE r 1 R P.0 e. / PARCEL NO 4 250 93 I � =�'R uz/xF W/YHt1QV CM lb V VOL. 3239, PG 303 /�� G5 L4 �y>y�,7 .9 A. 476AC •AREA sunver,Nc D.R.r c.r. (��� L III ss •" I PARCEL 4 � ecciu A,n.L. N PROPOSED EX�TING� 51P%.95 BLOT I- OCK D lo- z /%�—mI CiQ �� ❑ A. D_L LINE A. D.L LIVE LAKEVIEW ADDITON VOL. 386-54, PG. 41 fru // j 487 TEXAS �CTR1C LL_ P,R,T,C. T.Nfi9521W.63 I PROPOSESEPANY R.O.W. LINE VOL. I?66."A 358 Q REBEL REALTY. INC. Ea3vrsE.ae�j I / / 485 2�0� c� 0-B. D.R.T P,_ VOL. 4822, PG. 601 / M• i'No iro c ONCORKE f CTRIC D. R.T.C.T. ` f _ _ q, 5!7•sr.4z DELIVERY C04PANY, LLC) LLJ /// �/ PYRE DETAIL "A"'/T � � L12�wass£vow W / TEXAS ELECTRIC c� n n u n n A 1 C� C' Dt C�/ SEAVICE COMPANY �r•r4 RT " rRAcr •a Q Q SARA G. JEIV NI GJ JUl 1 V L 1 / / VOL. 3763, PG. 642 _ SrAnacE�Na Eia ..._ � � .�=r t7r_vt.n r_ _.._ � T T ,1 /� L,' p �/ - / D. R.T.C.T. — — — — —� �` — fvol S 4. RG, ss5 LOT ,� i 9. , B, — Q.S. ROSS AODlT1DN ABSTRACT 1V Q. UY3 / fNON KNOVIN AS �....._.Y.... IIyE �` b p LOT 1 / o.a.T.c.r. 1 .,•m VOL. 310. P6. 16 ELECTRIC 1 e.aLr%OEerT .3 R. T. C.T.ONCOR 2DEWERY COMPANY. LLC) kLLJ R• t. REOTIN0116I 0RTo"T I ti W CN7CLRO0z STR 516,27 TO 530,1 55l,ssar / ¢air zezn ti __J LINE TABLE i / / / �i c'u serf '�zqd� J LINE REARING DISTANCE LINE BEARING DISTANCE / l srraa.ro OW2 M, -1 I g'•o x� / i GW8 i / / SrAT£ 0P r£xAs c +vs. s•Rr 4 011d3 1 ¢No I io n (, LI N3303'30'W 28. 30' L14 SOD'18'24"E 16.6f, / P.e wac rx0 PARCEL N0 I32 / �. �, I (� / VOL 3406, PG. A42 L !-R LOT 3 w ~ L2 N00'39'55'W 5l.so, LI5 N6533'S7"W 99.10' �� D.RT.t.T. pF, LI OWIPLR I I I Q L3 S76.209% 10.30, L16 96533'57W 44.03' i � �� / / LI !7DEDKATEU FOR I I Q L4 N0924'57"W 81.63' LI7 N6533'571W 55.02, I / LOT I / I TIONAL STREET R,O.w. LOUISE STREET LS N00'24'57W 58.42' L18 S00781241E 52.09, ABWL KHALIL WAFAYEE f / S93.r I CAP. P, SL. I13 VOL. 13436. PG. 356 / _ PR.T.C.T. CVARIASLE WIDTH R.0-W.) L6 NOG'24'57"W 23.2r L19 S0918'24E Z.86, D.R.T.C.T. - I STATE OF rEXAS 486 L8 N68,081031W 25.L6' L2f N09024"W 20.30' HANDLEY ADDITION l vaLPO 9r.c i. �S6 3 e• ' I [ I I 3 L9 N5203'27'W 91,30' L22 NOO'18'24'W 13.63' cae_ B, .SL.C, zr30 1 / % LIO 500'18'24E 11.95, L23 NOO'I8'24"W 33. 95, a P. R. T. C, T. I/ / / LOT I I LOT 2 I LOT 3 I LOT 4 I LOT 5 cl�It 1 I I DI N65'26'06'W 104.71' L24 S00'1824E 28.68, EXISTING ly l I BLOCK 5 I o COT ! LOT 2 LOT 3 [LOT 9 L12 S09024"E 59.61, 1 ` A.D.L. LINE / / D.S. ROSS ADDITION BLOCK 2 I L13 500'18'24"E 4l. 37' / DETAIL_"A" VOL. 310, PG. 16 1n LE ND l l P.R.T.C.T,I = VOLROS0 AG. 16ON 1 P. R. T. C. T. O. 518" IRON Roo w/ VELsow PLASTIC CAP STAMPED I R.O.W. OWNERSHIP TABLE "SAM LLC" SET, Pk NAIL SET OR X-OUT SET W �. • 5/8" IRON ROD w/ PHx PLASTIC CAP STAMPED 7—T I TRACT OWNER RECORDING SURVEY WAY NT F MARKER RIGHT OAT THE END MONUMENT" SET. MAY I ON/ WILLIAW 0, 'NEST AND DANNA S. WEST VOL. 14600. PG, 155 D.R,T,C.T, �� � I z DREPLACED TYPE IE I E CONSTRUCTION I I I Q• 5)8" ALUMINUM CAP STAMPER "T%DOT ACCESS DENIAL" SET I OW2 WILLlAM M. WEST INST. N0. 021f30l579 O. P. R,T.C. T. Ir DB ' A. I — FOUND "AS NOTED" I OW3 DANNA S. WEST 1NST. NO, D213201382 O. P. R. T. C. T, L20 1!9 p— — — 4, I W I I ♦CALQRATED POINT I (� FEDI I OP R.TC T.- OFFICIAL PDGIUI RECORDS TARRANT CouNTY,Tx I GW4 ONCOR ELECTRIC DELIVERY COMPANY, LLC VOL. 3l84. PG. 5l6 D.R. T.C.T- 4t ni..... FECERAL No vRaeer N eEr No D,R,T.C,T.• DEED RECORDS T—T COUNTY, Tx, I OW5 JAMES K)RK LANCASTER VOL. 7015, PG. 874 D. R. T. C. T, I P R T C T. • PLAT RECORDS TARRANT COUNTY, TX 0 I sx 47 P.D.C.• POINT OF COMMENCING 50 D 25 50 190 I OW6 TIMOTHY SCOTT FREELS, ET UX. VOL. 736I, PG, 755 D.R,T,C.T. v P,0,9.• PANT OF BEG MIND STALE DSTRICT CODMt DW7 ONCOR ELECTRIC DELIVERY COMPANY, LLC VOL. 4184, PG. 297 D.R.T.C.T rL-PROPERTY LINE TX FT WORTHI ARRANT €- sux Ev LINE GRAPHIC SCALE I OWB ONCOR ELECTRIC DELIVERY COMPANY, LLC VOL. 4242, PC- !99 D.R-7". C. T. coN ec roe xwnr xM P• FEE HDDu SCALE: I" - 100' T. T c . —IIF—• PROPOSED DENIAL OF ACCESS LIVE iD-0 A.1 TARRANT COUNTY, TEXAS I OW9 - - CCSJ 0008 513 125 —III—• EXISITING DENIAL OF ACCESS LINE I0,O.AI NOT TO SCALE TX FIRM 110064300 1 x 1 0008 13 242 -820 Docusign Enve ope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE LECEND_. SARAH G. JEN INGS SURVEY = Q • 5l A IRON R00 Wx YELLOW PLASTIC CAR STAMPED ABSTRACT NO, �� ( I STATE OF TEXAS [ j J J AM LLC SET, PN NO1L SET OR x-CUT SET PARCEL NO. 316 I € ["-"------ 0. 5/9' IRON ROD Wi PIN% PLASTIC CAP STAMPED "TQCT -' VOL. 3260. PC. 386 _ _ _ 8 R/TYEY WARNER RIGHT OF WAY MONUMENT" SET, MAr 6. R. T.C.T. I I I- STATE OF TEXAS 8E �_o O REPLACER WPE II MONUMENT AT THE END OF - ---- '�1 PARCEL N0. 37 VV CONSTRUCTION __ NOD•20'03"W ----...�.. -STATE OF rExaS-.."_._L-_I.___.�._. Va.. 3272. Pc. 3TI I I 1VARI,ABLE WII TH P.O.W.) --`-'"-"- "- ----- PAIKEL�._ D. R.T.C. r, -- gffO OSEO CENTERLINE 1-820- I �. _ O VOL. 3244, PG, IS .._ �' - - - - � - - - - - - _ I - __�� tr.R. Y.C.Y. -T---S JREI xER FOUND RS NOTED" 50 0 25 50 10 • cnLcaLAreo POINT -CD^I.926.OX OD R.TXI.•OID OFPUBLID COMMRE oll� IARC GRDS Tw2RANT COUNTv, ix .mm T STATE OF TEXAS .- 1 -r'- - PARCEL NO 27 78 D.R.T.L.7.�-Y�-�T�•PLATT RE CORDS TARRANT COUNTY. Tx. SCALE1SGEx0.5 -�----Y OLAT ZOFOX I VOL.3324T,NRO 3331 ITARRANT COUNTY,TP,0, D.• POINT OF BEGINNING s7are oP rExas�• PROPERTY LINE < SURVEY LINE -I�^ ti �I PARCEL NO 39 O`N• FEE ROOK oY STATE OF TEXAS - z ��„_-4� ..- PARCEL NO. 28vOt 3244 PG. K9 -_�--T• E%SITWGFROPOSE6DENIALL OF DENIA FACCESSSLNEEIDOA.11 "bW$q I.W N2_�cwi-_VOL D.R, Ic.r. 22 �1-- -_ __ORTCT--- owq I W i.---- Us --T_ �i �_ ¢M I� I _ OI- I' -NW y I• ._STATE OF TEXAS M STATE OF TEXAS - "� b ao Inad �' o -- - �W Ci PN:CfL H •`$5'' S - P L O 40 :'ao 77 VOL. 3139. PC 204 A-------f-- _J-__� _ XJJJ -- �...� EXISTING FORT WORTH plIRSELLEY AVE 15 S(, 64 �r P �� 9 PORSELIEY STREET EI1 BE ONE D - - W 'n- S ILY STREET TO BE ABANDONEO>5.5q. A.D.L. LINE VOR IiPJ T. uB 7 OL 388 N PG. 3B5 a VOL, 368 D. N. 543 I 3 I C s&9\- T u P. R.T.C.T. 1 - 3 END A.D.L. _ e ms N00'2a'57� 350.19' x FN»I p NOD'24 5 s�4 e4' 66.65 23 4r Px„czl Exrsrr R. LINE '.. _ - -�I - - - - -- - - - - I D•Of1526"2T) N00'OS'39'E 1j4. 49' gip., � NOO'05'39"E 292.65' '] L'126.l6' PAK. 4d9 L3 TEXAS ELECTRIC V 0� 6[G 45. B' 535 r4.m �\ 1 eEcw DL/OUTSIDE J 9 �' � DETAIL "0" R•5.749.58' PROPOSEDN,/I,q SERVICE COMPANY Row PROPOSED N20 Q CB=N(7(Y43'22'E A. D.L. LINE enszPr 0 VOL. 1805, PG. 259 5 ( . FL a 491 R.O.W. LINE D.R.T. C. T. 532b2.X1 TEXAS ELECTRIC I CO-126.Ib' sza i NOW KNOWN AS 489 ( .ranr SERVICE COMPANY € ONCOR ELECTRIC `� TEXAS ELECTRIC LL VOL, 1766. P6. 358 N PROPOSED 3o O o SERVICE COMPANY D.R.T.C. T. tTEXAS ELECTRIC R.O.W. LINE vL) DEL COMPANY, LLC) 2v�o VOL, 1792, PO. 247 0 i m0 NOO'24'S7'W LNOW KNOWN AS y r1 SER✓10E COMPANY .5�B I 3q 35/,64' ONCOR ELECTRIC VOL. T79S, PG, 443 35z m pt. z' D. R. T. C. T. o 338.4r ' DELIVERY COMPANY, LLCI £ I D. R.T.C.T. O i PROPOSED I ROq. SIOF (NOW KNOWN AS jG�'a� L4 L5 L2.i ' INOW KNOWN AS 490A A.O.L. LINE ONCOR ELECTRIC -►I•-17 - ---� I ONCOR ELECTRIC 4HH C'� DELVE RY C17MPMVV, CLCI x' cur W LOT 2 DELIVERY cam -ANY, LLC) ULl P°-a. 11 D c EEi Ov r RNJL ROSAS I 52B F3.39 P' u 2' MCELS 4W 1 i 4 LRVC 40H STAMPED PddL•EL 4VAilq W =� / 72♦c'lMri4 q Y Nr I `SCO FND +'x4GWlC Y0.Y 5 AVP£0 TESCO'FNfI r Ll..l U.Y,X.1.�.1. I - 'Y_• �595+BrH.41 NL9S519I.04 J .- •-• � NO(l'23'�5 197.$O' _ _ _ _ I �3&223.95 Ee2JE�221.65• - L _ _ - •0- U41= '- - S00'23'05'E • W Q 3'25.32 E ' c4 I - _ _ BLOCK ( PROPOSED FORT WORTH IT10N I ,',yI' I LOT 4 I I C7 DE �' �p RELOCATION 11061 PT' 108 ti� ° DOROThlY L. P.O, �C] NOT TO SCALE STA 516+27 TO 530+00 I tiN I I DAMS I I CBzffk� A U rtl 'pR 9 *,' SETAIL "C' mm 2h z LLJ LLJ ""' "' VOL. 16383. LOT SB LOT 5A _ LINE TABLE I I ti I �ti I Pc. 251 I I w O :1a.a'°x ;------ -- - ► -- z LOT 2 "T���z�� O,R,7',C.T.Ip I nan.L SOPl9' E 315.48' ._. SOQ'19'I9°E 3D3.68 `L25 J LINE BEARING DISTANCE I _ J LI 586'14'28"E 78. 43- I UPPALL 1. LLC ti i�ti I >n I I PL! N L17 zRr m~a No.O xM� h o_ '' �b 5.7' BLOCK 2 = L2 N89'34'08^E 26.4(' I OZS9174951 f 9'w I $=g I f 01 I owl iav � ADDITION ~ p y�N4 a.C. W� PROPOSED FORIWJ. LOT I u L3 N46-TO'34"E 77. 99' I O. P. R. T.C. T. I � I IQo I PAAC'Et R ID,I 2 RELOCATION 1108�1 PG. 543 BLOCK 1 LLI �o b.Rse3e 4 488A 490 A-11 sTA szB,za To s3z+n C, T. SCARBOROUGH-HANDLEY FIELD ~ L4 N00'24'S7'W 1(.77' I I I casErne.4R L15 t INSTRUMENT N0. D2)72)5310 I- "q Q • , • L20 2q• 3 LULS DAVID ORTEGA, Q 15 N00'24'S7°W 13. 23' SEE �� _ L12 f �L1fi� LEONARW OAV1D ORTEGA ANO O. P. R,T, C.T,R L6 N9G00'OO"E 198.44' I LOUISE STREET .o.a. JOvANNY A. ORTEGA MENDOZA _ (50'WIDE R.O,W.) DETAIL 'B,rMCEL+s'an v P�La2Au I' INST. NO, D219N9436 FORT WORTH INDEPENDENT �E- L7 SOD'23'05'E l2.7B' I 5/d +RF lrEAN1AL1 sr9-ar RT W O. P.R. T. C. T. SCHOOL DISTRICT LLf L8 N89.52')2^E 5.17' I RS � o VOL. 1777, PG, 487 m L9 SW)9'27"E 5.00, O, R. T. C. T. L10 S00'18'24°E 9.95, PAacEf 4aaa x�s,4aJq,zs LII 1/8972117"E l26.2(' I DETAIL "B" DETAIL ''C" Es.xJrezr 488A-UR ��o � CURVE TABLE L12 N0078'24"W 54.93' U I r - 3 ` I CURVE DELTA LENGTH RADIUS CHORD BEARING CHORD U3 N89'5T01"W I46.18' I ti •..rcnNr PON CI 03'IS'38" LRT) (3.78, 330,00• N853723"E 16.78' L14 N00'19'27"W 53.OT C2 0445'59^(LT) 63.07' 370.00, N88'52'33E 52.99' U5 N00'18'24°W 50,00' I rrKsruReED1 r _ _ _ _ _ _ _ I C3 03'28111"!RT) l9.98' 330.00 N88'59'25°E 19.98' L76 568'08'28'"W 0.49' C4 2335'&ILT) 73.02' 177.24' N08'21'47W 72,5(' L17 N00'19'19'W 8.78' I r- �" D,c, I L24 I p'8 I'� L22 J C5 92'4r19"(RT) 48-53' 30.00, N42'55'08^W 43.4r OR S89'3955'W 69. 99' I `, LL6 4P8Baa`e - - - p.o.a. - - - o- u_d6'_•L9Q u,77' �-E C6 OP29'21' (RT) .56. 24' 1 394.39' S89'59'33°W 36.24, LI9 N40'01'35'E 32,11- I �, • T ~ L P.o. e. 16.77' yr 1RF I PAPCEL 4ae SOO.19'27^E C7 68'3432• rLT) 02,13' 177, 24' N54'27'03"W 09,701 120 N05'34'21'W 25.69' I N szeSr.Jz -, - I +sJ.28.13' � C8 47'53'54'lRTJ 25.08' 30.00' N64'47'30"W 24.36' L21 S8952'07'W 14.97' I -' - I____ ______il_________________- C9 4956'0(RT) 21.43' 30.00, N201221261W 20.96, L22 500'23'05'E 26.)6' I NOT TO SCALE NOT TO SCALE SEE DETAIL "A" NOT TO SCALE L23 NOO'24'57^W 25,00' I 1 F„Eo.q F-- No AN-11 N EFT L24 N8952'07'E 70.35' I PLAT TABLE R.O.W. OWNERSHIP TABLE 6N 5N 49- L25 50079119"E /G. 25' I TRACT I OWNER I RECORDING TRACT OWNER RECORDING sTaTE QST.OT cD➢NT+ L26 SOO'19'19"E 315,46' I TX FT WORTH TARRANT I PLI ELLA T, GRAHA4f ADDITION, BLOCK I VOL, 388-H, PG- 1509 P,R,T,C.T, OW( DEBORAH L. DARDFN VOL. 13023, PG. 314 D,R T.0 T- I L27 S0079'19"E 30.3168, I c.NT. ECT OW2 ONE61M0 LOPEZ HERNANDEZ, ET X. HST. N0. D&4137632 O.P.R.T,C.T. L28 N165645E 1.18' I 0 ccsd 008 13 125 TX FIRM 110064300 0008 13 242-820 Docusign Enve ope ID: 47F8E4FE-549F-4AF1-A4C7-E94DlD3793DE LEGEND I LINE TABLE I I R.O.W. OWNERSHIP TABLE p- 58• IRON ROD WA YELLOW RLASTIC CAP STAMPED I LINE BEARING DISTANCE L4 N88'0!'22"W 41.33' I I TRACT OWNER RECORDING I ^sAM LLC" SET, Px NAIL SET OR -CUT SET I LI N68'25'25'W 12.35' L5 N2f54'59'E 14.70' []• 518" IRON ROD WL PIN% PLASTIC CAP STAMP 'TM007 I DWl CLARENCE G_ BOYO VOL. 12562• PG. 1859 D. R.T.C.T. I SuRvEY MMRER RIGHT OF WAY MONIALEm• SET, MAT I L2 N14'09'43"£ 116.77' L6 N68-5r5O•E 59.26' I OW_, JAMES RAND/ !SHAM AND MELOD/E A. ISHAM VOL. 8581. PG. 1120 D.R. T.C. T. I T£ REPGAcm w 'RE E MoNLwENT AT - END of I L3 NO(7Ni241 71.78' L7 S67.37'06E 86.07' calsra"Dnon I OW3 BEE REAL ESTATE INVESTMENT. LLC INST. NO. D216270704 O.P.R.T.C.T.I sAB• TRUCTION cIw srANPEO "TXDOr ACCESS DENIAL" SET L8 N88.0r221'Y 195. 88' - z � O• I OW4 PEDRO GARClA AND EDNA GARLVA INST. NO. D205344182 O.P,R.T,C.T.I •. MARKER FOUND 'AS NOTED" :.I I L9 N2r54'59"E U.56 OW5 JOSE MAVdO(JEZ AND MARIELV COREA BONSlGA INST. NO. D2XN03402 O.P.R, T,C.T.I �- CALCULATED PONT _ - O.P.R.T.0 T. - OFFICIAL PUBLIC RECORDS TARRANT COUNTY. TX JAVIER L. 'I I LKJ N9527'28'W 28.19' ORNALES AND 6/WHNI JUSTICE AND I 0W6 ARMANDO SALAZAR AND GABRlELA SACaZAR INST. N0. D2042952310.P.R, T.C.T.I 50 . . . 100 D.R.T.C,T.- DEED RECORDS TN+RANr coum.T%. NATHANIEL JUSTICE I !Jl S89'2r28°W 31.07' P.R.T.c.T-• PEAT RECORDS TARR"T COUNTY. TX. I SOMA I INST N0. D2/8025904 I ON7 E5TABAN SAENZ AND TOMA5A LORELX) INST. NO. D203066429 O. P.R.T.C.T.I - - - P,O,C.- POINT OF COMMENCING I IAUREOUI-GUZMANI I L12 N45'38'321N 15.04, P,O,D.-POINT OF emINNINc f INST. 'N0. I O. P. R. T. C. T. I ON8 RICHARD ANTHONr GARCIA )NS7. NO. D21"3285 O.F.R.T.C.T.I GRAPHIC SCALE �' PONT O v LINE ;I DA1 T ho4 I 03 N43'5L59•E 28. 14' SCALE= P' - too' S• SURVEY LINE O.P.R.T.C.T. LOT 64 D4 N89'3T41"E 147.66, I GN9 RAFAEL ESPARZA INST. NO. D203456193 O. P. R.T. C. TARRANT CODNITY• TEXAS `v• FEE xoory OW(0 MARTIN MUNOZ VOL. 15779, PG. J67 D.R.T,C.T. I -III• PROPOSED DENIM OF ACCESS LINE 16.0.4> V POLLARD £STATES LI5 57627'44E 0.92' I -IF-• EMSITINC DENIAL OF ACCESS LINE ID.OAJ 3 l `� LOT 65, I vOL, 388•K. PG. 579 1 L16 S89'30a2w 40.24' I owl? ALFONSO GAMEHO MIJARES INST, NO. D2n057719 O.P.R.T.C.T. c /�c / T�^ SURVEY ho P.R.T.C.T. I L17 N89.3U38'E 158.w I OYVI2 LINDAL CRUZ VOL. 6414, PG. a68 D.R,T.C.T. GLORG N. BUTTS JURy LY W t am --�� -- I L18 Nb737'Q6ly 82. 80' I OWl3 BILLY R_ LAMBERT INST. NO. D208G172573 O.P.R. T.C.T. ABSTRACT NO. 117 0-q �, �" 1 L19 N2f54'59•E 10. 0(Y JAM VOL. 87 D.R.T.C.T. �� sa. 5u• �- OWl4 ES RAND' !SHAM D7 PG K176 D R T C T / e33soas s I L20-WJ6138'W I58.14 OW15 FELICIA FIELDS INST. NO, D205315Z5 O.P,R,T.C,T. DETAIL "C" LOT, 2 - LOT 86 1 L21 SBY2r28'W 22.29' MELva �Lu w I L22 N892r28E 22.lr DETAIL_"A" DETAIL "B" m� d HANDLEY MEA" BROOK LIONS CLUB - - a MITCHELL GRAY � -CHARITABLE FOUNDATION. 1NC, 1 L23 N69'2r28"E 21. 92' Pa.a - EwNI LOT 4 INST. NO U- INST. N0.0207209427 0214224415 1 L24 N8937'41"E l7,96' 0 P, R. T. C. T. Z O.P. R.T.C.T. . LOT 5 ��� �• � I z � 125 N89'3T4!"E 13.08' �' Cl exa � O • }- L26 N8537'4rE 10, 96' sr.69 0 �� °� p'O° el I Cp BLOCK 13 I i - - - - - - - - - I L27 58g36'38 W 10.66' ` C2 ' e. 70.5 r CO WEST HANDLEY ' � O'.' - LOT 3 .�: a ,�. r7• � _ Ga is '. �• _.��. RTin P.O.& SCOUTS OF HANDLEr ` 5. ry ry Lu NOD'25'21"W 532.97' ; VOL. lQ5.:'RG. 60 :: r7 I o PADOEL 5As zss.avcr 1 b I ' LL sw� A.aL 3 JOHN BALCH SURVEY P.R. T.C. T, ` I. !ir "t 5NdF.f6 D.R,T.C.T '� 4L /3 Z' Lor 4 [1�AaL: O $ I; :ABSTRACT NO. 82 pA� Q' -BLOCK HK D ; - 'NLq'28'43'W \ 264.67' nj u I �( • ' �� N0P57'43' -E sErCN (p WEST HANDLEY P.wcii°s�A 57.43• lo.alr w. aJ.Tr �, ��, Lc) L • LOT 7..:. ' .,. VOL. KA6, PG. ise¢r9. .� �+w1 �tO 5.56' , -• P.R_T.C.T. i ,aw.3aGr�--S$4 I I i>°'-, 1I rxcOr TYPE uNaur4 N5 563'E - - I LOT 5 I I .� 538 q �' qj I m� . 17eRAss CAP Fero ` NO F TO SCALE I W W .' IE' I e _ ti I ARMANw SAIAZAR - - C COT 6 9gsrLr •�� ja ti I 1?u AND GABRIEL4 SALAZAk ACT TO SCALE NOT TO SCALE A E51 C� LOT 8 , OW13 545 A k \ � o Li __'' II ''; oI- �,-3 AST. No. D205359225 3 VOL D £ 123 Q omit ` v, +- � ti 6, LY' pas,""7 O. P. R. T. C. T. �o Po.c D.R. �, C.T. 'I Q .LOT 7' P.pc,` LOT I I,p " g I\ l�z cg2 i goo-�� sgl°w7xca c3 IP.D.o. p.� I' I O N I TrIRRY WRTI$RPLS-A-FORTINDEPENDENTLOT 16'R POC t- - - O,Wl4'• 'PARCEL ear ��xl� :'a Q. �ti POc = mE•swre.E9 WORTH PAAOEGs sv. 1 JI �� It I �W_o V > �� ... I A9r$.. PPUTFc s39 INSTU.GPR.D582. POLLARD ESTATES GLENAI S W PMCEG.SGx 33�3.L'T yz:'T� - .n, I ��- 1''Nr[.R3BOtw.n __-__ scLTLtlf. asrRICT CAB. A. 51. 7932 a BSON.J P.O,IC n 6- a . i . x -O. 3 ,O - tE z. s 53R'u �a s3s - NDO.22'19°YY W; �G. SMITH'S SUBDIVISION �T) 3B Bu --N'/ Hoeft sNSA 0 2• L� G1850N. JR. z _ C ROPEY ae .P - s �i: I �"-.� ' rc 9-- I 95 L ...�� -� x�rmE.w _ z�3 - W y_- 112.43' '-I�-..-- LOT 6� -VOL.I T hrSC.T. -.-- 1 ti iA .` VOL. 106, "PG. 60 F • O I '^a , 39, '�".I$ - -tnn, w I A _ OW9 I LQT R . LOT 8 I ,^A AND WIFE. ESBLOCKT.HA � A .+ $ a\� 2 ' � 54i I .I $. I 'I i OW7- 0- Ni PO a DTEc TATESIb jW. Pc. 23 �, I�r� �z._ uNDa HaRRIs - 2 J PARCEL 5115 O R • ED LOT 450. $ VOL.I1l, „ - WEST HAN Y EA7C0A9B.B� 8?sr' s, ae. VOL. 974, PG, 123 �. PG. 415 LOT 641 U P•R. T.C.Ti 7✓9 N APceG s9s m Q ;Nb OW6 I W . - LOT 9..; �. OJ7_T.C.Y. G Q 546 ` LOT 3 oc. 9 "S,g• Ri?.veLr(I. �a ) Wa i� GIY4 �I 53 NnI I W - 'OW8' `IC I ' orlK) I owl/ I OWIR I w on .= LU15 ALBERTO' I Q �, PARCEL 595 •�' F/ w -� m�� In ;wtil Y ":w 53 I~'' MIRELES SASAS. C 5p5.94 OWI \` r ' N aW �P,D B. 531 „g' rNSTr ND. L LII Ly�j IT PARCEL 5.7i " 11� PRa. 545 �o �"� . 536 b�P.O.a. O.P. R. T.BC�T., ,,I' I I I LOr Lor 4 0 ARCEL s9smROW2 a, z tiI �"`° !• 535 ro sss9s.e3 533 ! I I 53o I I` �. 0_ { J Uti�q 540 1400 ' ¢ c Lr 9e. L -?��G L 12 z 52,9 h PeiceL3zs _ z 4 v o.N. s �i a xor SET r- I s • "�� bI II PAIR. ''L 4 PARCEESTR $EE 22.3V 1624'W l87. I "i T C3 zs9.raer,'• ue•rE.R IDCrAIt 0 'f--_92.Or fiy, I N00'07'O13V 184.54' E -.L_ - LDT 2 �E9.5�•.. __ -^i•. `L i fir'- _:.-.._-`I I o 7i2r!'GT_J 70.ar 69.9.9 e7.Or T' •+l,\ __ - • 45.54 66.OV 66.W / • ti 57.45"""� 70.07 .-1 69-47'�-T_ 69.15' r �I 70.53 ' 70.00' 69.ar 56.44' `� R2.09' --LZ41-�pp 56.00Y �IZ6 • .-- *��-E fYL.00' : i K'77�': NaT57'43*E :- SEES = seRaF:. Buz Xm� _PPM�B7 V - TOLBEIA6 ABANDON D-�• �PTaea�_:VP LSm4x DET :. 'Rr P o a N00252f W' A 532. 'T - --:...... N00'05'57'E 336.00' �sr. E of TFx�s SEE r45.56 "DETAIL B" _.-_P.O-B. - �PPMCEY • _ - _- -- PAAYEL q. 2! ^_. _.. l-[_- -----..=- -._ ._-. rzR�- _.essm.a ••-.-u L g m s3s` A E e++4aGr vew.� AIL 'D = VOL. 32H6, PG. 332 DETAIL A -I- PROPOSED FOLIMP, T WORTH - A. y-,_��_--� 1 - I•.'., I. _ -- STR 532L90 LIMP ._ - PAAPEc33i rPwucr--.�z9D.rzu --. 534 z+a.sacr STATE OF TEXAS •'•--•-+•�--'---�-- I� �- •--�.G,-- T - - --- -� --- ISAAC CARODINE SURVEY .' EArJL-- PARCEL a. uEGNa.zz 312.PO ,225I --- STAoTE R -OF c TEXAS AS j O.R.rcT-.-4 :AEO Gj I �ABSTRACT N0. 357 VOL 3221,PG 459 ( CURVE TABLE I pl J •-k - gE �� I g ti TlAl -I � E� L. 1 CURVE oELrA LENGTH RADIU5 CHORD $EA lNG CHORD 1 -I fI STATE pf TEX , Q�o:ti •••�� ,PARCEL 7. 45B 45C & 450'.- ' I PARCEL NO 3s "" ww w �' voL 13462 Pc. zTo I �'' C1 09'ID'4r (LT) I N9.P' 743.95' NOB'5r46"E 119.04' 1 NGO'07'O!'W � 184.54' - - D'03 01'46YRT1 VOL, p q9T- . f $ "" I � `�o- I W W ci zi 4 . � R r c.7. I - I C2 0344'05' (LT) 48.4F 743, 95' NOf35'35EE 46.48' 1 �' I 7'00' SAL I a - I�ag - '� _ - -'--- .�-„ a I C3 OS•23'50'(LT) l81.80' 1.929.86' NO2.3637'E Of.7.? 1 R'22.9l8.3r '� - ...._ _...: � ' CB•NOf 1-820 C1.2671Y I nn PRaEcr xn I acn x0. �� CD'1T2J✓ 86' _ _ _ IVARIABLE W/DTH R.O.W.! 2YRT) FE�x9E L-1.745.04- I 6 50 = I -.-- '- 530.00- ---P��S£0 CEAEE_RLINE 1-820 "k%819.72' I "T rarc oLSTwcr caNrY b6.G0' J 7.ar • -TPT 53h39.56 NO2'4r45E CB=N1S'aTOrE 1 TX FT WORTHI TARRANT N00'22'195Y A7 ''� SARAH G. JENNINGS SURVEY - - - -- -•_- 5ss•Do-----` '------- cL><1,729.�, 386.07 A� ' ----, I CON secT. Oe .cxwnr x0. _ ABSTRACT ND. 843 �PE ss7•zs.lo ` - - -.7 GCS, 000a 13 125 NOT TO SCALE TX FIRM •10064300 ns, 0008 13 242 -820 Docusign Enve ope ID, 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE LEGEND R.O.W. OWNERSHIP TABLE Q • 5i8'• IRON ROD W/ YELLow PLASTIC CAP STAMPED I TRACT OWNER RECORDING 'SAM LLC" SET, Px NAIL SET OR X-CUT SET []. • Six° IRON Roo W/ FINx PLASTIC CAP STAMPED °TXDOT PLI F.E. & MAMIE WOLFE ADDITION, BLOCK 7 VOL. 386-4. PG- 359 P-R. T.C,T SURVEY MARKER RIGHT OF - MONUMENT" SET,MAY PL2 F.E. MAMIE WOLFE ADDITION. BLOCK 3 VOL. 388-1. PG. 335 P. R. T. C. T. 6E REPLACED WITYPE IMONUMENT AT THE END OF _ y CONSTRUCTIDN 0• s/s• uDMNUM CAP STAMPED ^TxooT Access DENIAL" SET A TEXAS ELECTRIC SERVICE COMPANY �• MAANER FOUND "AS NOTED" Ns a�Vg� \_ -_ \ g - \ �Pm - \ \ �/ 1I�'- VOL. 1773. PG. 115 �.- CALCULATED POINT \, -per 1,\ o o� z+j$fa" \ \ / E 1-82fl� �m o. R. T.C. r. STATE o£ Texas OR R,TC,T • OFFICIAL PUBLIC RECORDS TARRANT COUNTY. Tx, _� o m _ y "� p r+. TE(j�IN o'.i¢ INOW KNOWN AS DNCOR ELECTRIC 1cj p/0iL'EL 10. 81-A D R.T C T DEED RECORDS TARRANT COUNTY, T% p�i�� -- y'c� / o s. \ n A, rt \ p C� p ..� p DELIVERi L'DMPAW LLC) 6� VOL. 3312. PG. 598 P R,T c,T •PLAT RecDRDs TAaRANT couNrY, Tx, s• Xr pROPO� m P,O C. • POINT OF COMMENCING y� '� \ _ .- P 0 R. PONT•OF EEGNtBNG �'T•1' y\ _ •A \� �' P 5'� 4\_ - IL•PROPERTY LINE -/ / o \ \\ \�-6'()0 52 _ � �A �` _ - \D G6'�A'S'�"iRT) •SURVEY LINE _ _\ e� S / r`� - �� 2 ' STATE OF TEXAS 1. FEE HDOK \ �_-- 4 \ d.,•mo \_ / S r. . °.n \. R'.I.SQQ.72' \ _ PARCI:4 N0. 8f-g -III• PROPOSED DENIAL OF ACCESS LINE ID.O A.1 Y/ / . \'F \ A� z �- / / --p°T C" �j VOL. 3282, PG 661 GB°N25'38'43°E -III-• B-ITNG DENIAL OF ACCESS LINE ID 0 A / c1� m \ / --',STATE OF \ -a`� �-•: ��- As,vZn / / - PARL81NOT.E0 VOL. 3293 ALINE - SEE w7n 493 a.•r_ C3 .; DETAIL "E" LOT 6-A SEE aa3 NEW VICTORIOUS \ 571N5 R D' /, SEE DETAIL "0' 4 96 for 6 e \ eAPnsr CHURCH / PR(��• \ �r •• \ /� '\ - EN7-€X / 5 495 VOL 12754. PG. 16r PAR RTV OWI / k5� DETAIL PL2 /�\ DR.T.c.r. 3.�1R 05 34 5' 9, / 2 G" v.o.c. ,5j0' flA k• _i QO/ oYrT \ _-. '�'G. i -„"" - - sa • s. Rl D` L 277 G / "to OW2 • aArtcel .as p=2 745• Z� \ / 540' p M \ - za3 5r�l� g4,75 /� 1i Nrwv / \ {^' gl9' pP� Y \ A o _ \ \ �o St�yGE�IB 38_O O� C 2.8 54'17 \LPLI11 mss,ss. \ sx P . lei a• kl5 ///cax 3r2.+s LOT 7 R \ L8 GD 16 gff �HE EN c. BARBELL /A O SEE or O£ 0.0-w. \ z /-` VOL. 12493. PG./ \ DETAIL Cm OF FORT WORTH JAMES DANIEL FAUBUS l !L / LOT 8 R \ / `�..,� ` \_ , -E, "' /�� ✓ VOL. R�r.6. .lay INST. NO. D21N76987 REOUESr / / \ LL O.P.R.T.C.T, BLOCK 3 \ N \ \ rExas ELECTRIC zD2D. LLc gn o F. E. a MaMre \ /' / •mom / 1. qt . - - / MIST. NO. 6? \/ O1N 4ZI : ' 1� SERVICE COMPANY / / D218012855 Z WOLFE ADDITION �OZki-��`� \ r a \ �'Y+`'i /-„ 2A57 �'dZlR VOL. 1813. PG. 335 / / OP.R,1,C,I OCn VOL. 388-0. PG. 449 n a / 06 59 5 d' D.R.r.t.T. / /` `A \ \ o Ma\- / ��N 53 - i11� 538' 'iG� / G� LOT 1 / SO .P. R.T.C. T. .pr .. o , " n 53.; .. L dd. E rNow KNOWN as / \ / � In EXIST IRO 6RT WORTH `4., 1' ONCGR ELECTRIC / / ReF1NOONLo ' R° 3' / �-� / �'2- oµ65 66 DE()I COMPANY LLCJ / THE CITY OF FORT WORTH •J`� / \ --./ 'o LOT ¢R / - \ �EO�Sti�NE C�6ab3T / VOL. 1994, PG. 598 "KIM WASHINGTON V LOT 2 / •z� / / \, W \ . Q/ �- % 0• 0 / D.R.T.C.r. o� VOL. 12608. PG. 614 �`\ / / LOT 10-R .�' C-� _ 5Pa�N �� �551���:,'��opoSaE�o� Lo�lo /F. �&xM'aulE//LOT3 <( �+ pl. a 1SAAC CARODINE SURVEY OE"RsDETAIL "A" NOT TO SCALE WOLFE ADDITION tiP� R N+ I ----------------------------I � I LOT 9 VO - . 59 Noo24'S7w 1.o97.az I ABSTRACT NO. 357 L'P R i'c rG // // w / .�• LI 53r.59" z co, G6 'q L2 25.2s• 5cs'33' DETAIL "B" DETAIL "C" DETAIL 'D" CA L20 r.17 491_2 494 �3rrRF C� f N OA ❑ �� DETAIL IIEII S-SEE G6 r,RFQ �DETAIL "A :� zi ' i')I~--II� t� �L8sr`,aiPeo / u3/ C5 _ N ' y N A� ' I C7 � rrscv rNn �c ❑' , •, IS.oa. 39�=, 62 IS,.113 La� 505'34'21°E 25.69'' PARCEL IS, asx P.O.B.\ �. S• 598.OP.59 / `D V1 ' , �. �'� ` /BO.rs'AT . . N 4. pp � l 1 Mir rnT � f Psis sa rs' tvn I ---'�-'---'S-'---'" , N Q�p• rr Mb9552+3.55 PI6.3Y RT \ % �BP3Rr2a.0 _� NOT TO SCALE NOT TO SCALE NOT TO SCALE --- I \ '---------------------------- P.os r LINE TABLE R.O.W. OWNERSHIP TABLE I WEL Rs'R 54990.66 LINE BEARING DISTANCE LINE BEARING DISTANCE I m ees RT TRACT OWNER RECORDING � , D N00-24'57"W 23,4Y L13 A100*49'03"E d, 50, OW1 TEXAS ELECTRIC SERVICE COMPANY VOC. 1818, PG. 335 D.R.T.C.T. L2 N00'24'57"W l.85' L14 50619751E 803.75' OW2 JAMIE HERNANOEZ RICO lNST. N0. 02f9O656890. P. R. T. C.T. NOT TO SCALE L3 S0534'21"E 25.69' U5 SOO•r1Y3"E 5.4Y CW3 NEW VICTORIOUS BAPTIST CHURCH VDL. N957. P6. 1732 D.R.r-C.T. L4 S0534'21"E 2.12, L16 N8ff38'31"E I69. 24' v L5 N38'43'39°E 28.05' L17 58720'45W 127.78' CURVE TABLE FE�Rk NR L6 N.38'4339E 6.01' L16 N6523'D8'E 16. 55' CURVE DELTA LENGTH RADIUS CHORD REARING CHORD FeD.q o. o PRo�Ecr o L7 N38'4339E 34,06' Lr9 N89'20'45E 16. 68• CI 0334'51` (LT) 277.013' 2, 844.79 SI554'16% 11198, 6 I sxE S No. L8 NI4'30'19"E 66. 36' L20 N3375'32"E 0.58, C2 00'06'54°(LT) 5.71, 2,644.7 S18'45'11^W 5.7f STATE alsTRICr COUNT+ 50 0 25 50 100 L9 N46•r3'12"W 21,38' L2r 589'20'451W 133.02- C3 Or12'52"(LT) 60. 30' 2,C`44,79' SI9'25'02"W 50.30' TX FT WORTHI TARRANT LIO N69'36'3PE 165.08, L22 S89'20'45W 14.97- C4 00'52'39"(RT) 55. BZ 3,544.72' N2rO6'53"E 55.62' coN Ec �De xwAY xR. GRAPHIC SCALE LI! N8538'3PE 4.16' L23 N25'59'39"W I8.36' C5 06'28'52`(RTl 412.28' 3.544.72 1 N25'38'43'E 412. 06' c SCALE I" 100' acsd 0008 si3 125 x-820 TARRANT COUNTY,TEXAs L12 N89'S0'48"W l.85' L24 N00'24'S7"W 491.43' Tx FIRM •t006a300 Rcs� 0008 13 242 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 14. Utility Installation Request SEC-U-0520-08 Page 1 of 1 Docusign Envelope ID: 47F8E4FE-549F-4AF1 -A4C7-E94D1 D3793DE ..... ber:00002/20240625/195425/260234/1JP Date ofApprovat• 07-02-2024 UTILITY PERMIT APPROVAL ITO: IlKasavich John I IDate: II07-02-2024 I I1City of Fort Worth I Application/Permit 00002/20240625/195425/260234/UP 200 Texas St 200 Texas Street No.: (District: I1Fort Worth Fort Worth,76102 (Highway IlControl Section I1maintenance Section IlCounty I IIH0820-X: From milepost 30.296 To milepost 30.451 110008-13 II IlTarrant ISH0180-K: From milepost 624+1.662 To milepost 624+1.695 110008-06 II IlTarrant ISH0180-L: From milepost 5.735 To milepost 5.756 110008-06 II IlTarrant IIH0820-X: From milepost 30.235 To milepost 30.295 110008-13 II IlTarrant IIH0820-A: From milepost 30.084 To milepost 30.089 110008-13 II IlTarrant II1-10820-13: At milepost 30.221 110008-13 II IlTarrant IIH0820-K: At milepost 29+0.642 110008-13 II IlTarrant IIH0820-L: At milepost 30.32 110008-13 II IlTarrant I IIH0820-X: At milepost 30.236 110008-13 II IlTarrant IIH0820-Y. At milepost 30.287 110008-13 II IlTarrant I Schedule Dates: from 09/07/2024 to 11/20/2024 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. 00002/20240625/195425/260234/UP dated 07/02/2024 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 may take such action as it deems appropriate to compel compliance. 1/2 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE ber:00002/20240625/195425/260234/CTP Date ofApprovat- 07-02-2024 SME ATTACHMENTS: Included attachments: 2/2 Docusign Envelope ID: 47F8E4FE-549F-4AF1-A4C7-E94D1D3793DE SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 15. RFC Plans SEC-U-0520-08 (To Be Inserted By SPC After Assembly Is Fully Executed) Page 1 of 1