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Home My WebLink AboutContract 61700Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTH'POINT CONSTRUCTORS CSC No. 61700 Southeast Connector Proms DB CONTRACTOR -MANAGED UTILITY ASSEMBLY: SEC-U-0520-07 Relocation ID #'s: 3107, 3108, 3110A & 3110B City of Fort Worth 200 Texas St. Fort Worth, Texas 76102 (817) 392-8480 South -Point Constructors, a Joint Venture Texas Department of Transportation OFFICIAL RECORD 2050 Roanoke Road, Suite 100 CITY SECRETARY Westlake, Texas 76262 FT. WORTH, TX Phone: (682) 362-6000 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 DOCUMENTATION OF REQUIRED INTERNAL APPROVALS DocuSiggn1edd by: �FanonFor��rn Gz Tom Grim DocuSigne�dAby':��i1A , n�z��n�nznnn� Kevin McMinniman Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 UAAA-07 — SEC-U-0520-07 CSJ: R-0008-13-242; C-0008-13-125 PROJECT NAME: Southeast Connector ADDITIONAL ROUTING SIGNATURES CITY OF FORT WORTH Contract Compliance Manager: By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requ��igned by: J� In r. 6SAW& John R. Kasavich. P.E. / 7RRF3R9R9f1RRdFF Name of Employee/Signature Title: Engineering Manager Email: john.kasavich@fortworthtexas.gov APPROV615AgR.MMENDED: 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 AP7±22� 'Q FORM AND LEGALITY: BY..7 Douglas W. Black Senior Assistant City Attorney Email: douglas.black@fortworthtexas.gov BY: ATT A. ^^,jQ ftTY MANAGER SIGNATURE: pFot FOR�°4 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTH:POINT CONSTRUCTORS Utility Adiustment ALFreement Section 1. Transmittal Memo SEC-U-0520-07 Page 1 of 1 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTHYPOINT CONSTRUCTORS UTILITY ASSEMBLY TRANSMITTAL MEMORANDUM 07/02/2024 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-0520-07 RE: Transmittal Memo: Utility Adjustment Assembly, SEC-U-0520-07, 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-0520-07, 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 # 3107 (Utility ID #'s 31080. 31011 & 31012): One 10" DIP wastewater line running east/west under Craig St. on the east side of IH820 from approximately Craig St. Station 19+59 to approximately Craig St. Station 17+35, one 8" concrete wastewater line running along the east side of IH820 from Craig St. to Beaty St. from approximately IH820 FR Station 528+83 to approximately IH820 FR Station 535+97, and one 8" concrete wastewater line running west/east under Beaty St. on the east side of IH820 at approximately IH820 FR Station 535+97. Relocation ID # 3108 (Utility ID #'s 31018 & 31015): One 6" PVC wastewater line running under Rich St. on the west side of IH820 at approximately IH820 FR Station 526+24, and one 10" concrete wastewater line running along the west side of IH820 from Rich St. to Craig St. from approximately IH820 FR Station 526+08 to approximately IH820 FR Station 529+42. Relocation ID # 3110A (Utility ID # 31017): One 6" concrete wastewater line running west/east under Craig St. on the west side of IH820 from approximately Craig St. Station 7+85 to approximately Craig St. Station 13+18. Relocation ID # 3110B (Utility ID #'s 31016. 31013 & 31014): One 6" concrete wastewater line running along the west side of IH820 in between Craig St. and Beaty St. from approximately IH820 FR Station 529+42 to approximately IH820 FR Station 535+17, one 8" concrete wastewater line crossing IH820 at Beaty St. at approximately IH820 BL Station 536+00, and one 8" concrete wastewater line running along the west side of IH820 from Beaty St. to Van Natta Ln from approximately IH820 FR Station 536+20 to approximately IH820 FR Station 541+12. The estimated cost for this Utility Assembly is $2,455,396.74. 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). SOUTH -POINT CONSTRUCTORS • • ' 2050 Roanoke Road, Suite 100, Westlake, Texas 76262 • , . ; (682) 362 6000 ,+•,•'�.' •' •,. Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTHYPOINT CONSTRUCTORS UTILITY ASSEMBLY TRANSMITTAL MEMORANDUM Utility Assembly No.: SEC-U-0520-07 Halff Associates provided the plans on behalf of Owner, which were signed and sealed by Leah M. Hodge, P.E. These DB Contractor -Managed plans have been reviewed and approved for UAR compliance. South -Point will conduct the necessary pre -construction meeting to address safety and environmental issues prior to performing any adjustment related activities on the Project. All safety, traffic control, and environmental issues will be complied with during construction activities in the vicinity of the line to maintain the integrity of the Owner's facilities and to protect the traveling public. South -Point and the Owner have executed this Utility Assembly, and respectfully recommend that you approve this Utility Adjustment Assembly SEC-U-0520-07, as submitted. Please contact us if you have any questions or require additional information. Recommended for Approval: DocuSigned by: �. Signed WIAG ,,,�oQ��,Q Date 07/02/2024 Garrett Coffin, P.E. Utility Manager South -Point Constructors, a Joint Venture DocuSi�gnle1d,b�y: '^ Signed ansnrea�ansnn n Date 07/01/2024 Jeffrey Hunter, P.E. Utility Design Coordinator CSJ Engineering Associates, LLC SOUTH -POINT CONSTRUCTORS • • ' 2050 Roanoke Road, Suite 100, Westlake, Texas 76262 • , . ; (682) 362 6000 ,+•,•'�.' •' •,. Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 2. Table of Contents SEC-U-0520-07 Page 1 of 1 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTH : POINT CONSTRUCTORS Table of Contents Utility Adjustment Assembly, SEC-U-0520-07 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-0520-07 Page 1 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTH:POINT CONSTRUCTORS Utility Adjustment Agreement Section 3. Utility Adjustment Checklist SEC-U-0520-07 Page 1 of 1 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 AF— a�1 n�o 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-0520-07 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 3,533 LF of wastewater 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 25'. 2024 December 16'i'. 2024 $2.455.396.74 $0.00 0% $0.00 $0.00 $0.00 $2.455.396.74 100% Page 1 of 7 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 AF— a�1 n�o 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: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 AF— a�1 n�o 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: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 AF— a�1 n�o 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: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 AF— a�1 n�o 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: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 AF— a�1 n�o 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: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 AF— a�1 n�o Texas Department of Transportation Form DB-ROW-U-AdjCheck REV 07/2018 R.O.W. MAPS 36. Approved and current ROW Maps on file with project office? /1 No ❑ N/A ❑ 37. Have the existing and proposed utility facilities been plotted on the ROW map and attached to this assembly? Yes ® No ❑ N/A ❑ COMMENTS: AA11 DocuSigned by: V Prepared by: rFR7Qn,4n4I Utility Design Coordinator Recommended for Approval by: Approved by: FA DocuSigned by: lift TUV44's d7S9QAP'Ar.FFRdF7 Quality Control DocuSigned by:aawvff �. ( � `/,�j v, Utility Manager 07/01/2024 Date 07/01/2024 Date 07/02/2024 Date Page 7 of 7 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 4. Utility Agreement SEC-U-0520-07 Page 1 of 1 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 AF Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 1 of 9 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. 07 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: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 AF— Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 2 of 9 REV 07/2018 NOW, THEREFORE, in consideration of the agreements contained herein, the parties hereto agree as follows: Amendment. The Original Agreement is hereby amended as follows: 1.1 Plans. (a) The description of the Owner Utilities and the proposed Adjustment of the Owner Utilities in the Original Agreement is hereby amended to add the following Utility facility(ies) ("Additional Owner Utilities") and proposed Adjustment(s) to the Owner Utilities described in the Original Agreement: Relocation ID # 3107 (Utility ID #'s 31080, 31011 & 31012): One 10" DIP wastewater line running east/west under Craig St. on the east side of IH820 from approximately Craig St. Station 19+59 to approximately Craig St. Station 17+35, one 8" concrete wastewater line running along the east side of IH820 from Craig St. to Beaty St. from approximately IH820 FR Station 528+83 to approximately IH820 FR Station 535+97, and one 8" concrete wastewater line running west/east under Beaty St. on the east side of IH820 at approximately IH820 FR Station 535+97. Relocation ID # 3108 (Utility ID #'s 31018 & 31015): One 6" PVC wastewater line running under Rich St. on the west side of IH820 at approximately IH820 FR Station 526+24, and one 10" concrete wastewater line running along the west side of IH820 from Rich St. to Craig St. from approximately IH820 FR Station 526+08 to approximately IH820 FR Station 529+42. Relocation ID # 3110A (Utility ID # 31017): One 6" concrete wastewater line running west/east under Craig St. on the west side of IH820 from approximately Craig St. Station 7+85 to approximately Craig St. Station 13+18. Relocation ID # 3110B (Utility ID #'s 31016, 31013 & 31014): One 6" concrete wastewater line running along the west side of IH820 in between Craig St. and Beaty St. from approximately IH820 FR Station 529+42 to approximately IH820 FR Station 535+17, one 8" concrete wastewater line crossing IH820 at Beaty St. at approximately IH820 BL Station 536+00, and one 8" concrete wastewater line running along the west side of IH820 from Beaty St. to Van Natta Ln from approximately IH820 FR Station 536+20 to approximately IH820 FR Station 541+12. (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 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 AF Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 3 of 9 REV 07/2018 Agreement. If the Owner claims an Existing Utility Property Interest for any of the Additional Owner Utilities, documentation with respect to such claim shall be submitted to TxDOT as part of this Amendment and the attached Plans, in accordance with Paragraph 15(a) of the Original Agreement. 1.2 Reimbursement of Owner's Indirect Costs. For purposes of Paragraph 6 of the Original Agreement, the following terms apply to the Additional Owner Utilities and proposed Adjustment: (a) DB Contractor agrees to reimburse the Owner its share of the Owner's indirect costs (e.g., engineering, inspection, testing, ROW) as identified in Exhibit A. When requested by the Owner, monthly progress payments will be made. The monthly payment will not exceed 90% of the estimated indirect work done to date. Once the indirect work is complete, final payment of the eligible indirect costs will be made. Intermediate payments shall not be construed as final payment for any items included in the intermediate payment. (b) The Owner's indirect costs associated with Adjustment of the Owner Utilities shall be developed pursuant to the method checked and described below [check only one (1) hox]: ® (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. Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 AF— Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 4 of 9 REV 07/2018 ❑ The Adjustment of the Owner's Utilities does require advancement of funds and the terms agreed to between the DB Contractor and Owner are listed below. [Insert terms of advance funding to be agreed between DB Contractor and Owner.] (b) Adjustment Based on Actual Costs or Agreed Sum. [Check the one (1) appropriate provision, if advancement of funds is required]: ❑ The Owner is responsible for its share of the DB Contractor Actual Cost for the Adjustment, including the identified Betterment. Accordingly, upon completion of all Adjustment work to be performed by both parties pursuant to this Amendment: (i) The Owner shall pay to the DB Contractor the amount, if any, by which the Actual Cost of the Betterment (as determined in Paragraph 9(b)) plus the Actual Cost of Owner's share of the Adjustment (based on the allocation set forth in Exhibit A) exceeds the estimated cost advanced by the Owner; or (ii) The DB Contractor shall refund to the Owner the amount, if any, by which such advance exceeds such Actual Cost, as applicable. ❑ The Agreed Sum is the agreed and final amount due for the Adjustment, including any Betterment, under this Amendment. Accordingly, no 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]: Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 AF Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 5 of 9 REV 07/2018 ® The Adjustment of the Additional Owner Utilities, pursuant to the Plans as amended herein, does not include any Betterment. ❑ The Adjustment of the Additional Owner Utilities, pursuant to the Plans as amended herein, includes Betterment to the Additional Owner Utilities by reason of [insert explanation, e.g. "replacing 12 "pipe with 24 "pipe]: The DB Contractor has provided to the Owner comparative estimates for (i) all work to be performed by the DB Contractor pursuant to this Amendment, including work attributable to the Betterment, and (ii) the cost to perform such work without the Betterment, which estimates are hereby approved by the Owner. The estimated cost of the DB Contractor work under this Amendment which is attributable to Betterment is $ , calculated by subtracting (ii) from (i). The percentage of the total cost of the DB Contractor work under this Amendment which is attributable to Betterment is %, calculated by subtracting (ii) from (i), which remainder is divided by (i). (b) If the above Paragraph 1.5(a) identifies Betterment, the Owner shall advance to the DB Contractor, at least 14 Business Days prior to the date scheduled for commencement of construction for Adjustment of the Additional Owner Utilities, one-half of the estimated cost attributable to Betterment as set forth in Paragraph 1.5(a) of this Amendment. If the Owner fails to advance payment to the DB Contractor on or before the foregoing deadline, the DB Contractor shall have the option of commencing and completing (without delay) the Adjustment work without installation of the applicable Betterment. The second half of the payment less 5% retainage will be due to DB Contractor when the Utility that is the subject of the Betterment is put into service. The retainage will be paid when as -built and close-out documents are provided to the Owner. [Check the one (1) appropriate provision]: ❑ 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 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 AF— Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 6 of 9 REV 07/2018 multiplying (i) the Betterment percentage stated in Paragraph 1.5(a) of this Amendment, by (ii) the Actual Cost of all work performed by the DB Contractor pursuant to this Amendment (including work attributable to the Betterment), as invoiced by the DB Contractor to the Owner. (c) The determinations and calculations of Betterment described in this Amendment shall exclude right of way acquisition costs. Betterment in connection with right of way acquisition is addressed in Paragraph 15 of the Original Agreement. 1.6 Miscellaneous. (a) The Owner and the DB Contractor agree to refer to this Amendment, designated by the "Amendment No." and "Agreement Number" indicated on page 1 above, on all future correspondence regarding the Adjustment work that is the subject of this Amendment and to track separately all costs relating to this Amendment and the Adjustment work described herein. (b) [Include any other proposed amendments allowed by applicable Law.] TDB Contractor may place meters and meter boxes affected by this UAAA as prescribed in UAR 21.40 (c) 5(B).; provided, however that DB Contractor shall acquire a permanent access easement, for Owner's exclusive use, as to each meter placed outside of the ROW. Owner will coordinate and approve easement acquisition with DB Contractor. Said easement(s) shall be of sufficient size (i.e., in accordance with "Table 3.2 Easement Widths for Facilities and Appurtenances" as said Table is listed in and referenced by Section 3.8.9.1 of the City of Fort Worth Water Department Installation Policy and Design Criteria) to allow for future maintenance and shall inure for the benefit of and be filed in the name of the Owner. (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. Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 AF— Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 7 of 9 REV 07/2018 (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: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 AF— Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 8 of 9 REV 07/2018 APPROVED BY: TEXAS DEPARTMENT OF TRANSPORTATION By: David M. Salazar, P.E. Authorized Signature District Engineer (or designee) Date: OWNER By: Citv of Fort Worth DocuSigned by: C U By: 655F7B68652A454 Fernando Costa Assistant Citv Manaaer 07/15/2024 Date: I njmdod for Approval r,IA,V'lS hrjtr Chris Harder, P.E. Title: Director, Water Department Approved as to Form and Legality: DocuSigned by: 064 66& 39Rf:69QA966R4R7 Douglas W. Black Sr. Assistant City Attorney M&C No. Date: ffw"wded by: 9a au& Jannette S. Goodall City Secretary pd4vonnq °* FORTO9Ad -a ovao oid darn nEX A?a4p OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 AF Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 9 of 9 REV 07/2018 DB CONTRACTOR By: Jav Knez ^gD,00cuSignd by: By: J Fncn4r.�x�� zod�d Duly Authorized Representative Proiect Director South -Point Constructors, a Joint Venture Date: 07/09/2024 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTH:POINT CONSTRUCTORS Utility Adi ustment Aureement Section 5. Plans and Specifications SEC-U-0520-07 Page 1 of 1 F 0 STATE OF TEXAS DEPARTMENT OF TRANS]PORTATION 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-8201NTERCHANGE 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 SANITARY SEWER RELOCATION: 3107, 3108, & 3110 240517 S00 UT R COFW-PK07 (X-28218) UcRGKu OIV: NO: FEDERAL AID PROJECT N0. H�14 ti DRAWN 6 F-30321675) n'I-830 q IR0 TATE DISTRICT TOUR SNOET J< "LMH TEXAS Fr._NTry APPROVED CONTROL 5E°TI°" — S00-UT-33306 RGK D 8 13 us,ec 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. - ).. �:. > O NOIRES: 1 SPECIFICATIONS ADOPTED BY THE TEXAS DEPARTMENT OF REVIEWED AND APPROVED BY: 'I'' W1f RN'A++" 07/10/2024 - TRANSPORTATION, NOVEMBER 2014 AND SPECIFICATION ITEMS LISTED 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 AGREEMENTENTS CITY OF FORT WORTH SEGMENTIN t�pSE,:,Toll INCLIUDINGNED GALIL THE TECHNICAL DOCUMENTS ANDDOC THE TECHNICAL d, 9*11// REQUIREMENTS. SEGMENTlS •,�/ 2. TDLR INSPECTION REQUIRED. REVIEWED AND APPROVED BY: 07n0/2e24ENGINEERING r� R EP JOHN R. KASAVICH, P.E. DATE sEGMENr 15 303 /I11,111j\�oNAi Eo � RWORTHER CWATETMENT ITY Am*- Texas Department of Transportation REVIEWEDANDAPPROVED BY: q�1 p /-N FEOMENT3©2024 j (I�jS aslnzna PROJECT MANAGER it RONALD G. ING, P.E. 05/17rz024 DATE `.. HALFF ASSOCIATES ,,, re sEGMENT4 �� SEGMENTS SEGMENT 28 SEGMENT4 CONSTRUCTORS I SEGMENTS SEGMENT8 ' pK5 Kiewit i8 28 TBPE REGISTRATION N0. F 6649 a (M(M PROJECT LOCATION MAP AECOM Technical Services, Inc: F-3580 N.T.S. END 11- 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 * S00-UT-33306 TITLE SHEET - SEC-U-0520 05/17/2024 0 *�"i00-UT-33307 INDEX OF SHEETS - SEC-U-0520 05/17/2024 ` S00-UT-33308 GENERAL NOTES - SEC-0-0520 05/17/2024 0 -.i3309 OVERALI PaMF['r Maa_ cI cr rnuranl jW&j 05/17/2024 * SOO-UT-33310 PROJECT KEYMAP - SEC-U-0520, SEGMENT 1N 0511712024 0 05/172024 * SOO-UT-33312 PROPOSED SANITARY SEWER SYSTEM LAYOUT 05/17/2024 0 051172024 * SOO-UT-33314 SANITARY SEWER RELOCATION 3107, PLAN & PROFILE - STA 0199.79 TO STA 4+50.00 05/17/2024 0 05117120 ` S00-UT-33316 SANITARY SEWER RELOCATION 3108, PLAN 6 PROFILE - STA 0+92 09 TO STA 4+50 00 05/17/2024 0 -33-1 05/172024 * S00-UT-33318 SANITARY SEWER RELOCATION 311 OA, PLAN 6 PROFILE - STA 1+00 00 TO STA 3+73 48 0511712024 0 05/1 ]J2024 * SOO-UT-33320 SANITARY SEWER RELOCATION 311 OR, PLAN Cv PROFILE -STA 4+0000 TO STA 8+0000 0511712024 0 05/172024 * SOO-UT-33322 SANITARY SEWER RELOCATION 31108, PLAN Cv PROFILE - STA 32+00.00 TO STA 13+99.99 05/17/2024 0 05/172024 * SOO-UT-33324 DETAILS, TRENCH REPAIR C 6 D 05/17/2024 0 0511720 ` S00-UT-33326 DETAILS, TRENCH REPAIR G, H, 61 0511712024 0 05/17/20 8 DETAILS, D010 6 D012 0511712024 0 =00 0 DETAILS, D2076 D204 05/17/2024 0 J * SOO-UT-33332 DETAILS, 0210 6 D214 05/17/2024 0 ^y * SOO-UT-33334 DETAILS, D219 05/17/2024 0 y� * S00-UT-33336 DETAILS, D546 & PAVE SECTION 05117/2024 0 k 3 3 it * INCLUDED IN THIS PACKAGE i i �PS� Tek9S�l1 . ... :..............:..� • RONnLo G. qNG • % o "'*-rc EN 5E0`=�^i X s'ONAI Eas �eTexas Deportment of Transportation 2024 o I ISSUE RECORD NO. DESCRIPTION DATE SEC-500-D'I-Ur-33307.dgn D NSEOFOROONSR CIION D511-21 1 M. SOUTHEAST CONNECTOR PROJECT W " "� "„`,-ioz,6;sT"D azo NEEDS SPC ol=.aIR �o_ =„E, " SOUTHCPOINT RELEASE FOR UTILITIES RFC. �„' T ARRAN N. INDEX OF SHEETS Dslvlzoz4 exas Fr. womR CONSTRUCTORS CONSTRUCTION 7D33 aGK o08 30� $eT I S00-UT-33307 I GENERAL NOTES DIVISION O1 - GENERAL REQUIREMENTS GENERAL: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTIL 2. GENERAL NOTES GENERAL NOTES N N X 2. EXISTING VERTICAL DEFLECTIONS AND PIPE SLOPES SHOWN ON THE PLANS WERE OBTAINED FROM WATER: RECORD DRAWINGS AND HAVE NOT BEEN FIELD VERIFIED. SOME PIPELINE SLOPES WEREADIUSMQ TO MATCH SURVEYED MANHOLE FLOW LINES. RIM ELEVATIONS, FLOW LINES, AND HORIZONTAL 1 PROVIDE THRUST RESTRAINT BY MEANS OF RESTRAINING 101NIS AT FITTINGS AND CONCRETE BLOCKING. WHEN SPECIFICALLY INDICATED ON THE DRAWINGS, PROVIDE THRUST RESTRAINT AT LOCATIONS OF EXISTING MANHOLES WERE DETERMINED FROM FIELD SURVEY HOWEVER, IF CONFLICTS WITH PAVING, ADDITIONAL FILL, STORM SEWER, DRAINAGE HEADWALLS, INLETS, BRIDGE DESIGNATED DINTS BEYOND THE FITTINGS EACH METHOD SHALL BE CAPABLE OF THRUST RESTRAINT I DEPENDENT OF THE OTHER SYSTEM. THE CONTRACTOR SHALL REFER TO CITY PIERS, EMBANKMENTS, MSE WALLS, RETAINING WALLS, ABOVE GROUND STRUCTURES, FRANCHISE STANDARD DETAILS FOR AREA REQUIRED TO INSTALL CONCRETE BLOCKING UTILITIES, ETC. HAVE BEEN IDENTIFIED, THE UTILITIES IN CONFLICT SHALL BE LOCATED AND POTHOLED USING VACUUM EXCAVATION METHOD PER SECTION 33 05 30 PRIOR TO CONSTRUCTION 2. ALL DUCTILE IRON MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED TO PIPE USING RETAINER GLANDS OF THE MAIN. CONTRACTOR SHALL PROVIDE ALL POTHOLE DATA AND OTHER DOCUMENTATION OF THESE CONFLICTS (PLANS, SHOP DRAWINGS, SURVEY DATA, ETC) TO THE CT' INSPECTOR, WATER 3. ALL WATER SERVICES SHALL BE INSTALLED ABOVE STORM SEWERS, EXCEPT WHERE SHOWN OTHERWISE IN THE DRAWINGS. ENGINEERING, WATER FIELD OPERATIONS, AS PLANS SHALL BE REVISED AND SUBMITTED FOR REVIEW BY ME CITY IN ORDER TO AVOID A CONFLICT. 4. ELEVATION ADJUSTMENT AT CONNECTIONS MAY BE MADE WITH BENDS, OFFSETS, OR /DINT DEFLECTIONS. JOINT DEFLECTIONS SHALL NOT BEFIFTY PERCENT (50%) OF MANUFACTURER'S 3. MAINTAIN ALL EXISTING WATER AND SEWER CONNECTIONS TO CUSTOMERS IN WORKING ORDER AT ALL TIMES, EXCEPT FOR BRIEF INTERRUPTIONS IN SERVICE FOR WATER AND SEWER SERVICES TO BE RECOMMENDATIONS. 5 12-INCH DIAMETER AND SMALLER WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 4 REINSTATED. IN NO CASE SHALL SERVICES BE ALLOWED TO REMAIN OUT OF SERVICE OVERNIGHT. PRO VIDE AND FOLLOW APPROVED CONFINED SPACE ENTRY PROGRAM IN ACCORDANCE WITH OSHA 48-INCHES AND 16-INCH AND LARGER WATER MAINS SHALL BE INSTALLED A MINIMUM COVER OF 60- INCHES,MEASURED FROM TOP OF SURFACE (EXISTING AND PROPOSED) EXCEPT WHERE SHOWN REQUIREMENTS. CONFINED SPACES SHALL INCLUDE MANHOLES AND ALL OTHER CONFINED SPACES IN ACCORDANCE WITH OSHA'S PERMIT REQUIRED FOR CONFINED SPACES OTHERWISE IN THESE PLANS. 6 VALVES SHALL BE INSTALLED WHERE DESIGNATED ON THESE PLANS IN ACCORDANCE AND SHOP 5. ONLYCIYPREQUALIFIED CONTRACTORS, BYAPPROPR/ATE WATER DEPARTMENT WORK CATEGORY, SHALL BEALLO WED TO ADJUST VALVE BOXES, MANHOLES, RING & COVERS, ETC DRAWINGS PROVIDED TO THE CITY INSPECTOR FOR REVIEW PER SECTION 331220. VAULTSSHALL BE INSTALLED ON ALL MAINS 16-INCH DIAMETER AND LARGER PER SECTIONS 3312 20,33 0516, 6. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY. THE CONTRACTOR SHALL CONSTRUCT THE PROPOSED WORK UTILIZING A TRENCH SAFETY PLAN PREPARED BY A LICENSED PROFESSIONAL AND 03 30 00. ] FIRE HYDRANTS SHALL BE A MINIMUM OF 3 FT BEHIND THE BACK OF CURB (MAXIMUM 9 FT) AND IN ENGINEER IN THE STATE OF TEXAS, FOR THIS PROTECT IN ACCORDANCE WITH OSHA EXCAVATION SAFETY STANDARDS, FEDERAL AND STATE REQUIREMENTS, PER SECTION 33 05 10. ATRENCH LINE WITH THE PROPERTY/LOT LINES EXCEPT WHERE SHOWN OTHERWISE IN THESE PLANS. CONSTRUCTION AND SHOP DRAWING SUBMITTALS TO THE CITY INSPECTOR PER SECTION 33 12 40 SAFETY PLAN SHALL BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. THIS WOULD ALSO INCLUDE A GROUND WATER CONTROL PLAN IF CONDITIONS MEETING CRITERIA OUTLINED IN 8. CONTRACTOR SHALL PROVIDE A CLEANING PLAN AND DISINFECTION PLAN FOR 24-INCH AND LARGER WATER MAINS, PRIOR TO CONSTRUCTION IN ACCORDANCE WITH SECT/ON 33 04 40, PART 1.5, T SECTION 33 0510 EXIST. ALL EMBEDMENT AND BACKFILL SHALL BE IN ACCORDANCE WITH TXDOT ITEM 400. SUBMITTALS. INSERT CLEANING PIG IN WATER MAIN WHERE DIRECTED. CLEANING PIG SHALL BE PROVIDED BYCONTRACTOR IN ACCORDANCE WITH SECTION 33 04 40 FLUSHING IS ONLY 8. EXISTING UTILITY INFORMATION IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELYAS POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT ME CITYAND THE PERMITTED WHEN SPECIALLY DESIGNATED IN THE DRAWINGS, AND THE CONTRACTOR SHALL PROVIDETHE PLAN SUBMDTALS TO THE CITYINSPECTOR, CRY PRO ECT MANAGER, WATER FIELD 9 ENGINEER NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF ME DATA EXISTING UTILITY CROSSINGS SHOWN ON THE PROFILE ARE FROM REFERENCE PLANS, AND FROM OPERATIONS AND WATER ENGINEERING FOR REVIEW Ai LEAST EK PRIOR TO START OF CONSTRUCTION INFORMATION OBTAINED FROM THE UTILITY COMPANIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF THE EXISTING 9 INSTALL CHLORINATION AND SAMPLING POINTS AT DESIGNATED LOCATIONS PER SECTION 33 04 40 10. CORPORATION STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. 10. UTILITIES CITY INSPECTOR SHALL BE GIVEN ADVANCED NOTIFICATION AND BE ON SITE FOR ALL MANHOLE AND CONSTRUCTION AND SHOP DRAWING SUBMITTALS PER SECTION 33 1210 11. ALL WATER MAWS CROSSING BELOW STORM SEWER LINES SHALL BE DUCTILE IRON PIPE PER VALVE CONCRETE COLLAR INSTALLATION. REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AS SPECIFIED ON PLANS. SECTION 3311 10 AND BACKFILLED WITH CLSM PER SECTION 03 34 13, UNLESS NOTED OTHERWISE. 12. CONTRACTOR SHALL PROVIDE PIPE SHOP DRAWINGS IN ACCORDANCE WITH THE SPECIFICATIONS. 11. IF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION, TRENCH WATER STOPS SHOULD BE INSTALLED AT 500-FOOT MINIMUM INTREVALS TO PREVENT MIGRATION OF WATER WITHIN THE WATER DETAILED PIPE SHOP DRAWINGSILAY SCHEDULE WATER MAINS 16-INCH DIAMETER AND LARGER, SIGNED AND SEALED BYA LICENSED PROFESSIONAL ENGINEER IN TEXAS FOR DUCTILE IRON PIPE, SANITARY OR WASTEWATER TRENCH. SEWER: CONCRETE, AND STEEL PIPE ARE REQUIRED SUBMITTALS BEFORE START OF CONSTRUCTION. ELEVATION ADJUSTMENTAT CONNECTIONS MAYBE MADE WITH BENDS, OFFSETS, OR JOINT DEFLECTIONS (FOR EXAMPLE, PVC (DINT DEFLECTIONS NOT TO EXCEED 50% OF THE 1. VERIFY THATALL CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE FOR SANITARY SEWER ONLY. NOTIFY CITYOF ANY DISCOVERED ILLICITCONNECTIONS MANUFACTURER'S RECOMMENDA ONS PER SECTION 33 11 12). REFERENCE DUCTILE IRON, CONCRETE, AND STEEL PIPE PER SECTIONS 33 11 10, 33 IT 13, 3311 1. FOR THE DEFLECTION 2. THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGES TO PROPERTIES, HOMES, AND BASEMENTS FROM BACKUP, WHICH MAY RESULT DURING THE INSTALLATION OF NEW PIPE AND/OR REQUIREMENTS. PRIOR TO SCHEDULING THE PRO ECi FINAL, THE CONTRACTOR SHALL PROVIDE REDLINES, CUT SHEETS, FINAL APPROVED PIPES OP DRAWINGS, ETC, PIPE REPORTAND SERVILE ABANDONMENT OF EXISTING PIPE. THE CONTRACTOR WILL BE ALLOWED TO OPEN CLEAN OUTS WHERE AVAILABLE THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN UPASSOCATEO WITH REPORT PER SECTIONS 01 7219, 01 28 39, AND 33 0131 TO THE CRY FOR REVIEW, REVISIONS, AND FINAL ACCEPTANCE. 3 OPENING CLEAN OUT. FOR ALL SANITARY SEWER SERVICE CONNECTIONS AT MANHOLES, PROVIDE A HYDRAULIC SLIDE IN 13. ALL NON-STANDARD BENDS SHALL BE MADE BY USING THE CLOSEST STANDARD MI FI171NG5 OR FITTINGS WITH THE REOUIREDJOINi DEFLECTIONS JOINT DEFLECTIONS AND ASSUCATED SHOP 3. HOURS PRIOR TOME START OF ANY EXCAVATION ((��OHN KASAVICH: 812-392-8480) THE LOCATION OF ALL DRIVEWAYS, RETAINING WALLS, STRUCTURES, ETC WHICH MAY BE SHOWN ON ACCORDANCE WITH THE DETAILS. 4 THE PROPOSED SANITARY SEWER LINES AT TIMES WILL BE LAID CLOSE TO OTHER EXISTING UTILITIES DRAWING SUBMITTALS, SHALL BE IN ACCORDANCE ITH SECTIONS 3311 10,33 11 11, 331113, AND 33 11 14 THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ME EXACT SIZE, LOCATION, ELEVATION, AND CONFIGURATION OF ALL STRUCTURES PRIOR TO CONSTRUCTION. AND STRUCTURES BOTH ABOVE AND BELOW GROUND. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS FOR THE SUPPORTAND PROTECTION OF ALL UTILITY POLES, GAS MAINS, TELEPHONE 14. ALL EXISTING Y INCH WATER SERVICE LINES SHALL BE REPLACED WITH I -INCH TYPE K COPPER SERVICE LINES (PER ASTM B88), WITH 1-INCH CORPORATION STOPS AND IF REQUIRED 14NCH 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE GENERAL SAFETY ATAND AD/AGENT TO THE PRO CTAREA, INCLUDING THE PERSONAL SAFETYOF PUBLICAND PRIVATE PROPERTY CABLES, SANITARY SEWER MAINS, WATER MANS, DRAINAGE PIPES, UTILITY SERVICES, AND ALL OTHER UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW GROUND DURING CONSTRUCTION. TAPPINGSADDLE AND I-INCHX%-INCH REDUCER ATTHE Va INCH CURB STOP AS DIRECTED BY THE ENGINEER SHOP DRAWINGS SHALL INDICATE FLARED COPPER TUBING WITH THREAD DIMENSIONS CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY SEWER FACILITIES TO AFFECTED PROPERTY OWNERS, IF NECESSARY PER SECTION Ol 50 00 TEMPORARY FACILITIES AND CONTROLS CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AT THE PRE -CONSTRUCTION MEETING PER SECTION 01 33 00 FOR SUPPORTFPROTECTION OF LARGE DIAMETER WATER MAINS (164NCH AND LARGER) PER AW WA C800 AND SERVICE SADDLES SHALL BE DOUBLE STRAP PER SECTION 3312 30. 15. IF AN EXISTING WATER METER IS REMOVED AND REPLACED IN A DIFFERENT LOCATION, THE PRIVATE 5. CONTRACTOR'S PERSONNEL SHALL HAVE IDENTIFYING CLOTHING, HATS OR BADGES ATALL TIMES WHICH IDENTIFY THE CONTRACTOR'S NAME, LOGO OR COMPANY. THE CONTRACTOR SHALLALSO AND SANITARY SEWER MAINS (15-INCH AND LARGER) FOR REVIEW BY CRY INSPECTOR, WATER ENGINEERING, AND WATER FIELD OPERATIONS PRIOR TO CONSTRUCTION IN THESE AREAS IN SERVICE LINE BEHIND THE WATER METER MAY ALSO NEED TO BE RELOCATED. A LICENSED PLUMBER IS REQUIRED TO RELOCTE THE PRIVATE SERVICE 6. HAVE IDENTIFICATION ON ALL VEHICLES. THE CONTRACTOR SHALL DISTRIBUTE NOTICES (DOOR HANGER) TO ALL AFFECTED PROPERTY ADDITION, THE CONTRACTOR SHALL SUBMIT A CONTINGENCY PLAN AND EMERGENCY PLAN TO THE SAME PERSONNEL WHICH INCLUDES ACCEPTABLE PIPE MATERIALS ON -SITE FOR REPAIRS. THE 16. ALL EXISTING WATER METERS SHALL BE RELOCATED 3 FT. BEHIND THE CURB OR AS SHOWN ON THE PLANS (SECTION 33 12 10) I OWNERS PRIOR TO BEGINNING WORK ON EACH PROPERTY PER SECTION Ol 3513. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY INSPECTOR, CITY PROJECT MANAGER AT THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO EXISTING WATER AND SANITARY SEWER MAINS AS A RESULT OF THE CONTRACTOR'S OPERATIONS. 17. THE CONTRACTOR SHALL INSTALL A2-INCH TEMPORARY WATER SERVICE MAIN PER SECTION 33 04 30 LARGE DOMESTIC SERVICES (3-INCH AND LARGER) AND FIRE LINES SHALL REQUIREA LARGER PRE -CONSTRUCTION MEETING FOR REVIEW. ANY CONSTRUCTION ACTIVITY, MATERIALS, ETC. THAT ARE IDENTIFIED BY THE CITYAS NONCOMPLIANTWITH THE STANDARD DETAILS AND SPECIFICATIONS 5. CONTRACTORSHALL CONDUCT A PRE -CONSTRUCTION TELEVISION INSPECTION(CCN) OFALL EXISTING SANITARY SEWER LINES, WHICH ARE TO BE ABANDONED, TO VERIFY LOCATIONS OF ALL MAIN FOR TEMPORARY WATER SERVICE DURING CONSTRUCTION. 18. ALL PVC WATER MAINS 12-INCH DIAMETER AND SMALLER SHALL BE DR14PER SECTION 33 11 12 SHALL BE REMOVED AND REPLACED WITH MATERIALS THAT CONFORM WITH THE STANDARD DETAILS AND SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE REFERENCE SECTION 0133 00 SUBMITTALS SANITARY SEWER SERVICE CONNECTIONS PRIOR TO CONSTRUCTION OF THE ENTIRE PROJ)ECT. FORMAT OF THE CCN VIDEO, PLAN EXHIBITS, AND REPORT SHALL BE IN ACCORDANCE WITH ALL DUCTILE IRON WATER MAINS SHALL BE POLY WRAPPED PER SECTION 3311 10, 33 11 11. CATHODIC PROTECTION STUDY IS REQUIRED ON ALL PIPES OTHER THAN PVC IN ACCORDANCE WITH B. AND SECTION 01 60 00 PRODUCT REQUIREMENTS, AND THE GENERAL CONDITIONS. PRIOR TO SCHEDULING THE PRO ECT FINAL, THE CONTRACTOR SHALL PROVIDE REDLINES, CUT SECTION 33 0131. REPORT SHALL CLEARLY IDENTIFY EXISTING SANITARY SEWER MA/NAATERAL NUMBER, MANHOLES, STATION NUMBER (FROM AND TO), STREET ADDRESS, PIPE SIZE, PIPE THE RECOMMENDATIONS FROM THE CATHODIC PROTECTION STUDY, THE DRAWINGS AND SPECIFICATIONS FOR CATHODIC PROTECTION SHALL APPLY. SHEETS, FINAL APPROVED PIPE HOP DRAWINGS, CCTV VIDEO/REPORTS, LINER RESULTS, ETC., PIPE REPoRTAND SERVICE REPORT PER SECTIONS 01 T] 19, 01 78 39, AND 33 0131 TO THE CITY FOR MATERIAL, SERVICE LOCATIONS, PIPE MATERIAL CHANGES, ETC. COPIES OF THE CCTV VIDEO, LAYOUT, MARKED UP PLANS SHOWING LIMITS, AND REPORT SHALL BE PROVIDED TO THE CITY INSPECTOR, 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 /DINTS TO CLEAR CURB INLETS. MINIMUM 9. REVIEW, REVISIONS, AND FINAL ACCEPTANCE. WHEN IT 15 REQUIRED THAT CONTRACTOR WORK OR ENTER PRIVATE PROPERTY, THE CONTRACTOR CITY PROTECT MANAGER, WATER ENGINEERING, AND WATER FIELD OPERATIONS, AS THE SCHEDULE SHALL ALLOW FOR A REVIEW TIME OF 2 WEEKS HORIZONTAL SEPARATION FROM OUTER WALL OF MAIN T6 OUTER WALL OF INLET SHALL BE 5 FEET. MINIMUM HORIZONTAL SEPARATION FROM OUTER WALL OF MAIN TO OUTER DIAMETER DRILLED SHALL CONTACT THE PROPERTY OWNER 48 HOURS PRIOR TO CONSTRUCTION PER SECTION 01 1100 DO NOT STORE EQUIPMENTOR MATERIAL ON PRIVATE PROPERTYUNLESS AND UNTIL THE SPECIFIED 6. CONTRACTOR SHALL ENSURE THAT ALL ACTIVE SERVICES CAN BE RECONNECTED AND/OR REROUTED TO THE NEW SANITARY SEWER MAINII-ATERAL PER SECTION 33 3150. CONTACTOR SHALL NOTIFY SHAFTS, AND OUTER WALL OF HEADWALLS SHALL BE 10 FT. 20. UNLESS OTHERWISE NOTED ON THE PLANS, THE GATE VALVES SHALL BE INSTALLED TO LINE UP WITH APPROVAL OF THE PROPERTY OWNER HAS BEEN SECURED /N WRITING BY THE CONTRACTOR AND A COPY FURNISHED TO THE CITY. THE CITY INSPECTOR, CRY PROJECT MANAGER, WATER ENGINEERING, AND WATER FIELD OPERATIONS OF ANY POTENTIAL CONFLICTS PRIOR TO CONSTRUCTION, SO MODIFICATIONS TO THE THE PROPERTI'/ROW LINE. 21. CONTRACTOR AND CITY INSPECTOR SHALL CONTACT WATER FIELD OPERATIONS PRIOR TO ALL ITEMS 10. ANY EXCESS MATERIAL FROM EXCAVATION SHALL BE PLACED AT A LOCATION DESIGNATED BY DESIGNBUILDCONTRACTOR THE LOCATION SHALL BE COORDINATED WITH THE DESIGNBUILD] PLANS CAN BE MADE IF NECESSARY. CONTRACTOR SHALL BYPASS PUMP SEWAGE AROUND SECTION OF PIPE PRIOR TO BEING REPLACED BEING REMOVED OR SALVAGED. CONTRACTOR SHALL PROVIDE THE DOCUMENTS TO THE CITY INSPECTOR FOR ALL ITEMS REMOVED AND SALVAGED TO WATER FIELD OPERATIONS WAREHOUSE. UTILITY COORDINATOR. SURPLUS MATERIALS FROM EXCAVATION INCLUDING DIRT, TRASH, ETC. SHALL BE PROPERLY DISPOSED OFAT A SITE ACCEPTABLE TO THE CITY'S FLOOD PLAIN OR REHABILITATED PER SECTION 33 03 10. 8 NEW MANHOLES SHALL BE CONSTRUCTED SUCH THAT THE MANHOLE COVER IS AT FINISHED CONTACT WAREHOUSE SUPERVISOR AND DELIVER ALL SALVAGED MATERIALS TO THE WAREHOUSE LOCATED AT 160811 TH AVE. FORT WORTH TX 76102 ADMINISTRATOR IF WITHIN THE CITY LIMITS. IF THE LOCATION IS NOT WITHIN THE CITY LIMITS, THE CONTRACTOR SHALL PROVIDE A LETTER STATING 50 SURPLUS MATERIAL MAY NOT BE PLACED /N SURFACE GRADE, OR AS NOTED ON THE PLANS. CONCRETE COLLARS PER SPECIFICATION 33 05 13 AND DETAIL SHALL BE INSTALLED WITH ALL NEW MANHOLES (INCLUDING MANHOLES OUTSIDE OF 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 NATURALDRAINAGE WAY WITHOUT WRITTEN PERMISSION FROM THE AFFECTED PROPERTY OWNER AND THE CITY'S FLOOD PLAIN ADMINISTRATOR IF THE CONTRACTOR PLACES EXCESS MATERIAL IN PAVEMENTAND/OR ON EASEMENTS), AS REQUIRED FOR THIS PROJECT CONCRETE COLLARS IDENTIFIED IN THE FIELD THATARE NOT IN COMPLIANCE WITH THE SPECIFICATIONS AND DETAILS (LE SPACE OUTSIDE OF PAVED AREAS. THE AREAS WITHOUT WRITTEN PERMISSION, CONTRACTOR SHALL RESPONSIBLE FOR ALL DAMAGE RESULTING FROM SUCH FILL AND SHALL REMOVE THE MATERIAL. INCORRECT COLLAR THICKNESS, NO STEEL REINFORCEMENT) SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 11 CONTRACTOR SHALL CONTACT LOCAL SCHOOLS PRIOR TO BEGINNING CONSTRUCTION TO INFORM PRINCIPALS AND ADMINISTRATORS OF CONSTRUCTION IN THEAREA. ANOTEONTHESCHOOL 9 SANITARY SEWER SERVICES LARGER THAN 6-INCH DIAMETER SHALL CONNECT TO A MANHOLE. FOR ALLSANRARY SEWER SERVICE CONNECTIONS AT THE MANHOLE, CONTRACTOR SHALL PROVIDER MARQUEE IS SUGGESTED TO INFORM PARENTS AND STUDENTS OF CONSTRUCTION, CONSTRUCTION HYDRAULIC SLIDE IN ACCORDANCE WITH SECTION 33 39 20 AND STANDARD DETAIL ••?9U DURATION, AND POSSIBLE ALTERNATIVE ROUTES AROUND CONSTRUCTION SITES. ONELANESHALL REMAIN OPEN ATALL TIMES, AND ALL LANES OF TRAFFIC SHALL REOPEN UP AT THE END OF EACH 30. SANITARY SEWER MANHOLES CALLED OUT FOR INTERIOR CORROSION PROTECTION SHALL CONFORM TO SECTION 33 39 60 LINER SYSTEM FOR SANITARY SEWER STRUCTURES THIS SHALL INCLUDE �'�P••�j WORKDAY. MANHOLES ON MAINS WITH 3%OR GREATER GRADE, ALL DROP MANHOLES, SIPHONS, 'UNCTION f DIVISION 03 - CONCRETE STRUCTURES ON LARGE COLLECTOR MAINS 15-INCH DIAMETER AND LARGER, AND OTHER MANHOLES WHERE TURBULENCE IS AN ISSUE. �• • • G.•UNG••••,/ I TAL BLOCKING FOR WATER LINES HAS BEEN OMITTED OR CLARITY. HOWEVER, BLOCKING 11 ODOR CONTROL IS REQUIRED FOR ALL SANITARY SEWER MANHOLES IN CRY PARKAREAS, PUBLIC TH RESIDENCES, OR OTHER AREAS AS DETERMINED BY E CITY ON MAINS IS -INCH ••RONALD Q e10 / /(A �•••(rOEN S�O:2•,,�� SHALL BE CITY INSPECTOR FOR REVIEW, CONSTRUCTED AND SHOP DRAWINGS SUBMITTED W, IN EO T DIAMETER AND LARGER •' •� ACCORDANCE WITH SECTION 03 30 00. �` S•"••••' �MswwONAL E�+s DIVISION 33 - UTILITIES GENERAL: 1. EISREQUIRED CONTRACTOR WORK VATE PROPERTYWITHIN UTILITY fMI� /NrL� EASE . THE EASEMENTS, THE CONTRACTOR SHALL CONTACT THE PROPERTY OWNER HOURS PRIOR TO HE PRO CONSTRUCTION. ONCE THE PIPE HAS BEEN THE CONTRACTOR SHALL 0 ATION SUOft CREHABILITATED, RESTORATIO IMMTHE OTTER' COMMENCE SURFACE RESTORATION SURFACE RESTORATION MUST AI COMPLETED TO THE OWNER'S SATISFACTION TEN DAYS. TORMENT MAINTTOFF , AS N ABOVE, N DEFEE TITHER PI COMPLETE SITE RESTORATION, AS NOTED ABOVE, MAY RESULT IN DEFERMENT OF FURTHER PIPE INSTALLATIONACTIVITIES. TBXGS DBPGIY/IIBHt Of TTDHSQGl1GIJOH © 2024 ISSUE RECORD ••� /GAL uca �xu oiv uo rEOExunio vxolEcrxo "quo av NO. DESCRIPTION DATE ,`1 ff r��curlucF"'"'•rTa„'n"' NEEDS SPC SOUTHEAST CONNECTOR PROJECT I SEC-600-DT-Ur-33306.d0n J WxK � 6 F-202i(fiT51 I-810 0 RELEASED FOR CONSTRUCTION OS/1)2024 SOUTH"POINT RELEASE FOR UTILITIES RFe. 7E Z JAL°"'^'� %AI FT WORTI aaN T N� CONSTRUCTORS CONSTRUCTION GENERAL NOTES Ds/v20z4 OF31 -E ooa RGK 3'°" I S00-UT-33308 se rvAI ISSUE RECORD NO. Df. GRIPTION n i 0 Vt -SED FOR CONSTRUCTIO o� yZB...'.SFGMENr3 1 PCM ,..., EMC 2B �. X=235321124 Y = 6938140.28 REM Z=623.41 EMG 2A W Y=6931430.20 v Z = 611.90 U S w w 2 MOSSON RD tiff My s:F<o ON 4C C yl2y Rq SCGMENTS SEGMENT4 DATE I 05/17/2024 0 OINTNAME GRD�ffi f( J{jF(ING Gljy(Id ()f„�5'(IjJG E6EUA610N 1000813250-02 6961394.838 2362920.060 639.216 �000813250-03 6954597.905 2360342.554 590,966 �000813250-d 6954597.905 2361433.302 598.022 �000813125-03 6944416.533 2360685.012 558.174 6949388.975 2362754.296 572.529 1000813125-04 EMC IA 6947196.429 2360311.514 590.986 EMC 16 6947040.263 2360626.258 588.022 EMC 2A 6939262.697 2353214.522 611.904 EMC 28 6938972 655 2353493.626 623.412 EMC 3A 6928991110 2358839.961 574.673 EMC 38 6929702.274 2358518.305 566.912 SUN VALLEY DRIVE Pc EMC 36 x = 23..... 31 6EGMENT 4 SEGMENT 6/ Y = 69266]0 Al Z = 566.91 2 �P ° 0 PCM FMC3A® %-235A606.93 cc - Y-692A166.33 Z = 514 6/ MIFF. _'k NEEDS SPC SOUTHEAST CONNECTOR PROJECT I E�_soo-D1�33309.d9x SOUTH"POINT RELEASE FOR UTILITIES RFc CONSTRUCTORS CONSTRUCTION OVERALL PROJECT MAP Rs/1'/u oF31 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. !.. / . R-A c.Klee.....% rho:, 91073 oiW� ('�A s'ONAI Eas �eTexas Deportment of Transportatlon © 2024 urtw'rrxcu oivfiuo rEUE F-2022(6151rxo x16820v IR jTE E oSTaWOR as N o AS FT. RTH ao� I SOO-UT-33309 RVPRGK Roo. sE 3iox 25,e I N N X ISSUE RECORD I NO. Df- RIPTION DATE 0 kFLEASED FOR CONSTRUCiIO�J 05/17/2024 N N x 2 0 200 i000 SCALE IN FEET _ SS-3110A 500-UT-33319 SS-3110B — S00-UT-33319 THRU SOO-UT-33322 9 Z � P MIFF. _'k NEEDS SPC SOUTHEAST CONNECTOR PROJECT I'E�_soo-RY-�-33310.d, SOUTH"POINT RELEASE FOR UTILITIES RFO CONSTRUCTORS CONSTRUCTION PROJECT SEGGMEMEENTNTSEC-U-0520 Rs/1i/s oF31 S1N u�y el OF T�101 �ho:,� 810�3 oiW� IO EN SE:2-^ IIIA S'ONAI Eas ��®Texas Deportment of Tronsportotlon urewerrxcu oivfiuo rEUE F-2022(8)5)r xo x16820v a j °o;B ao TE%HS w „. -UT-33310P3ox I S00 RGK 0008 217 R, I SEE CO FW-PKIOB FOR ABANDONMENT I GREENLEE ST O K CUT & PLUG EXIST. Z r� 8" CONC. SS AT > tq STA 60194.01 M-187 (/VAN NATTA LN SS-3110B (UT-310141 ABANDON 492 OF EXIST. I 8" CONIC. M-167 WITH GROUT I I�llf / REMOVE & SALVAGE MH FRAME & COVER - AT STA 56+0710 M-187 RIM = 620.00 (APPROX.) _ BEATY ST ABANDON EXIST MH PER NOTE 1 55-31308 (UT-31016) ' 1yll ;f IIq ABANDON 573 LF EXIST 6" CONIC. L-03197 WITH GROUT �C\\ - 5NDONA(UT-3301T jam K ABANDON 5 I LF EXIST. 6" CONIC L-03201 WITH GROUT I' CUT & PLUG EXIST SS -- _ ^�� jI AT STA 5+33CONIC53N L 032(T'77 v CRAIG ST L-03201 / i v td l� � P A,�Ni �=Q �b3Zao CUT & PLUG EXIST, 6' PVC SS AT STA 0+9311 L-03200 SS-3108 (UT 31018) /I '/ ABANDON I8 LF EXIST. 6" PVC L-03200 WITH GROUT ✓� �l I f ,,e; N�gSrFa \li' g1iF (� 1 1i ogC�q'SgIiF ?ENSIGN/DR _ f I � I I EEN10 sl GR SS-3110H (UT-31013) 1 ABANDON 41J LF EXIST 8' CONIC. M-1117 WITH GROUT REMOVE & SALVAGE 4 MH FRAME & COVER AT STA 52+60 ]0 M-18] RIM = 613.76 (APPROX.) ABANDON EXIST. MH PER NOTE 1 REMOVE & SALVAGE MH FRAME & COVER ATSTA 51+89.30 M-18J RIM = 613.00 (APPROX.) ABANDON EXIST. MH PER NOTE 1 SS-33071(UT-33012) lu ABANDON 251 LF EXIST. 8' CONIC. L-04976 WITH GROUT �, 76"� R --_- BEATYST-_-- 1� Xzay�6 'I 1 CUi & PLUG EXIST STA 22+14934o. SSL-04976 SS-3107 (UT-31011) ABANDON 714 LF EXIST 8- CONC. M-187 WITH GROUT W SS-3107 (UT-31080) ABANDON 220 LF EXIST 10" DIP M-_7 WITH GROUT REMOVE &SALVAGE " MH FRAME & COVER Il.c X n AT STA 45+37.58 M-187 - RIM = 607 61 (APPROX) ABANDON EXIST. MH PER NOTE I CRAIG Sr M- 87 (X 2i�B45,L CUT & PLUG EXIST. 10" PVC SS AT _r ST, 44+13.45 M-18J REMOVE & SALVAGE REMOVE &SALVAGE MH FRAME & COVER MH FRAME & COVER AT STA 46+28.97 M-187 AT STA 0+00.00 L-03201 RIM = 601. 62 (APB PER & STA Id+2520 L-03197 ABANDON EXI XIST MH PER NQE 1 RIM = 615.30 (APPROX.) ABANDON EXIST MH PER NOTE 1 SS-3108 (UT-33015) ABAND338 LF EXIST. 30" CONICON M-265 WITH GROUT p li " REMOVE & SALVAGE ^q FRE &COVER e AT ST AT A 3AM9+05.20 M-265 RIM = 615.50 (APPROX.) j ABANDON EXIST MH PER NOTE 1 _ REMOVE &SALVAGE _ MH FRAME &COVER -J AT STA 38+J0.80M-26511 --- RIM = 615.50 (APPROX.) ABANDON EXIST MH PER NOTE 1 T , i/ - J 21 UT & PLUG EXIST O'CONC. SS AT `�� F4I38+474%M-2665 ®' III III II I III �\ IIII VI N I \ �- J��I!�j� c l "- ISSUE RECORD I �.. `1ff SOUTHEAST CONNECTOR PROJECT xk NO. D_ RIPTION E r curTC n"" I SEC-S00-DT-1rt-3331R.tl9n n 0 ��ESEDFOROOR UC'iIO�J D5/1]RDAT024 I l NEEDS S P C l SOUTH"POINT RELEASE FOR UTILITIES aF°" CONSTRUCTORS CONSTRUCTION EXISTING SANITARY SEWER ABANDONMENT LAYOUT Ds/1Trzoza o 6 oF31 0 80 400 • 600I� SCALE IN FEET NOTES 1. ALL MANHOLE FRAME AND COVERS SHALL BE REMOVED, SALVAGED, AND PROVIDED TO THE CITY MANHOLE CONE SECTION SHALL BE REMOVED MANHOLE SHALL BE FILLED WITH CLSM AFTER GROUT FILLING ABANDONED LINES 2 CONTRACTOR AND CITY INSPECTOR TO CONTACT THE CHY'S WATER FIELD OPERATIONS PRIOR TO ALL ITEMS BEING REMOVED OR SALVAGED. 3. CONTRACTOR SHALL PROVIDE DOCUMENTS TO CITY INSPECTOR FOR ALL ITEMS REMOVED AND SALVAGED TO THE CITY FIELD WATER OPERATIONS WAREHOUSE. 4 CONTACT WAREHOUSE SUPER VISOR, JESUS RAMIREZ. AT (817) 392-5027 OR WATER SYSTEMS SUPER VISOR, MATTHEW DAVIS, AT (817) 944-8277. DELIVER ALL SALVAGED MATERIALS TO CITY OF FORT WORTH FIELD OPERATIONS LOCATED AT 1608 11TH AVE. FORT WORTH. TX 76102. 5 ALL SALVAGED MATERIALS MUST BE DELIVERED TO CITY OF FORT WORTH FIELD OPERATIONS WITHIN 5 CALENDAR DAYS 6. ALL EXISTING SEWER SERVICES MUST BE RECONNECTED TO THE RELOCATED SEWER LINES WHERE APPROPRIATE, EXISTING SEWER 5ER VICE PIPE SHALL BE ABANDONED WITH GROUT J CUT & PLUG EXISTING LINES PER DETAIL D007. u�y tE OF T�101 >e �(5 4rC 91073 EN cJE029'^i Mllllh��sjjOrr..NAI Eas j0I Deportment of Tronsportotton © 2024 u�RGKx oivfiuo rEUE xo v F-2022(675)rx16820 �ncIRI 1E%HS oIWOR�TH ARFAN srva ao� T I SOO-UT-33311 RVPRGK 0008 sE 3iox 217 t I i 'iI i i of / eeoe 5 ------ I GREENLEE ST �F GR I ZI I jl I EXIST. 55 MH AT QI �I STA 61+30.90 M-187 UI O N CO SEE COFW-PKIOS I I I ¢ I j VAN NATTA LN j EXIST. 55 MH AT I STA 52+60.70 M-18] I Z I I' II EXIST. SS MH AT STA 51+89.30 M-187 EXIST. S5 MH AT I, LL II + ^ STA 5+46 00 L-04976 ^ EXIST ISMH AT ^' STA 56+07.10 M-187 ---__<x ... --- - X-049Z6- Bearrsr-� -- ---- j BEATY ST I 1 I —III I I I I II I o I 1�0 m Iq m KID EXIST STA 0 { II EXIST 55 MH 55-&STA 3308 STA 7+3013 L-0320101 I SS-3110A X-03201 _-- _L________ CRAIG ST 0 0 2pao EXIST 55 MH AT / STA 0+00,00 L-03200 \ & STA 38+70.80 M-265 EXIST. SS MH AT STA 38+49,00 M-265 P� Fk7 hAQ' i EXIST. SS MH STA 35+66.00 M-265 - e44 NCgS,TFR 4k \ ,lI Og441s �;�- 9Ls I TE05ION DR �I ! II C N0. 0 rl6lFA$FD FOP CONGTPUCIION O L-049]6 — ►_ --- — I ¢ I I ZW II� I I l�Q IIN� I I ~ I UO Ikg o I I n I I EXIST. SS MH AT MN AT r' STA 46+28 97 M-187 CAAIG ST I I I I I -- ---L--r- + F I I I I Y- EXIST. SSMH AT Iw STA 42+65.49 M-187 _I] j0 I I I � I I I m1 I I I xj X I � I � I I- I I L - IIII aJ 1,1 I I I II I C� '79 �Y IC Ir IIr DATE=4 0-1 ha« NEEDS SPC SOUTHEAST CONNECTOR PROJECT 5[C-500-OJN-333IiAgn $CUTHYPQINT RELEASE FOR UTILITIES PROPOSED SANITARY SEWER SYSTEM LAYOUT 06 CONSTRUCTORS CONSTRUCTION n12020 ax 7 OF 31 O �OF i*b.�P' �TEYylrff .11I °-PONALDG KING , 111'0' <10EN hff56.1-9 �hSgN�Y� 0 80 4.0 SCALE —®Texas Deportment of Tronsportotlon © 2024 [s�wKGk I nxo. vsnevualP ve01K*x0. �� oe6 F-202216J6) F020 u�ec0.iEQ I swv o6rP1[F 125 COUerr N0. TE%A.6 FT. WOPTII T0 OPmo sFnlax l0e S00-UT-33312 we �v0.GK C0006L 13 125,eK LEGEND FTW SEWER/PLAN v�Ew� EXISTING SEWER (TDREMAIN .... -FTM-----MVFD---- EXISTING SEWER (ABANDONED) EXISTING SEWER (TO ABANDON) EXISTING SEWER MANHOLE e PROPOSED SEWER LINE �TW WW{NP— PROPOSED SEWER CASING PIPE ----------------------- PROPOSED SEWER MANHOLE FTW SEWER /PROHLE VIEW) EXISTING GROUNd ------------------------- FINISHED GRADE - - EXISTING SEWER LINE PROPOSED SEWER LINE CASING MANHOLE 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 OVERHEADELECTRIC----{IID-----0-D---- ONCOR OVERHEAD FIBER OPTIC - - - - —1 - - - - -TFLRIAL- VERIZON BUSINESS OVERHEAD FIBER OPTIrICTV - - - - - SPE - - - - - TELL IAL- CHARTERICHARTER OVERHEAD TELEPHONE -----1T-----TEL+1 WL-ATT FIBER OPTIC----ITT----{OC-D---- ATT FIBER OPTIC -----uY----{Do-O----ZAYO FIBER OPTIC -----MCI----- -D---- VERIZON BUSINESS (FORMERLY MCI) FIBER OPTIC----{PE----{DD-0 ---- CHARTER FIBER OPTIC-----CiL-----FOC-D---- CENTURY LINK (FORMERLY LEVEL 3) FIBER OPTIC-----LUH----FDL-D----CONTERRATELECOMTERVICE CTV-----�E----{- ----CHARTER TELEPHONE ____ -TT-----TEL-D----ATT WATER-----FTI-----WTR-D ---- CITY OF FORT WORTH WATER----i♦----- -D----CITY OF KENNEDALE WATER::::—:::— D- - - - CTTY OF ARLINGTON WATER-FDR--MTR-D----CITY OF FOREST HILL WATER -----PJI-----WTR-D---- PRIVATE WASTEWATER----{TV-----CTTYOFFORT WORTH WASTEWATER---------MM-D---- CITY OF KENNEDALE WASTEWATER -----ai-----MW-D---- CITY OF ARLINGTON WASTEWATER----{D1-----WWfr - - - CITY OF FOREST HILL WASTEWATER----{l?-----WWfr - - - PRIVATE GAS-----f+- - - -CAS-D----ATMOS PIPELINE-----&Al----{L-D---- BLUE STONE NATURAL PIPELINE----{OW----{Lfr --- Colo. (SUBSIDIARY OF CRESTWOOD) PIPELINE ----ZT^----0Lfr---ENERGY TRANSFER PIPELINE-----FM----{L-D---- FLINT HILLS PIPELINE-----&L�---{Lfr --- SUMMIT MIDSTREAM (DFW MIDSTREAM) PIPELINE -----MV�F-------- WILLIAMS *ONLY EXISTING SUE LVL D LINESTYLES SHOWN (AS GENERAL REPRESENTATION OF ALL UTILITY LINESTYLES) OTHER 11TI CITY STRUCTURES GATE VALE REDUCER FIRE HYDRANT A WATER METER HANDHOLE POWER POLE 0 GENERAL EXISTING R.O.W. PROPOSED R O W EXISTING PROPERTY LINE EXISTING EASEMENT PROPOSED EASEMENT (PRELIMINARY) PROPOSED EASEMENT (FINAL) FLOODPLAIN BOUNDARY EAISIIIVGSTURMPIPE/BOX(REMAIN) _____________________ EXISTING STORM PIPE/BOX (ABANDON)X }_ — S %_8 S S= 8 -K 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 (N.T5.) TRAFFIC POLE LIGHT POLE HIGH -MAST LIGHTING BORED CONDUIT GROUND BOX ELECTRICAL SERVICE CONNECTION SIGNS LARGE SIGN SMALL SIGN OE tE OF nA111 f',...... .......... N1N73 oiW� ICENSE:2-^ IIIA S'ONAI Eas ��®Texas Deportment of Tronsportotlon pI ISSUE RECORD , Q ° 024 N�NO. DESCRIPION DATE {f SOUTHEAST CONNECTOR PRO ECTSEC-S00-D]-U-33313.dgn "°" "° "°p o RELENSEOEDRCONSRDCRON o„1]I]d]A ...F4.,,,,, NEEDS SPC �W" °isTxEZ°zlb]ol az0 SOUTH "POINT RELEASE FOR UTILITIES ^``5 TE �.NORm TNR�N ° CONSTRUCTORS CONSTRUCTION LEGEND °=""aoF31 "P E ooa 3'°" se T I S00-UT-33313 RGK I -CONNECT TO EXIST. it AT STA 44+08 4! BEGIN PROP. 8' INSTALL 4' DIA MANHOLE WITH EPO. (WARREN OR CHES L ' , �- ;'•' - _ 7< STA 1+48.30 SS-3107 INSTA LL 4' DIA. SS MANHOLE INST WITH CONCRETE COLLAR I INSTALL ABOVE GROUND Mi 1=6954567.67 RKER INSTALL F E=2361258.49 _PROP. 16" WL-1108 II. 4.14' LtT- I If dk I I I I K rj� 2+00 3+00 STA1+7817SS-3107 I} INSTALL 4' DIA SS MANHOLE WITH CONCRETE COLLAR �N INSTALL ABOVE GROUND MARKER L II I F N=6954567.73 E�vo� I A coo »- I k it 'I � I U f I I I IX f I 11I ( OIL 620 55-3107 56 LF TRENCH REPAIR''' 279 LF TRENCH REPAIR'S PER DETAIL '',', PER DETAIL - - - 20 LF TRENCH REPAIR EXIST 16- WATER (A) PER DETAIL F 615 (TO BE ABANDONED)'''' AB (TO BE ABANDONED) INSTALL TRENCH WATER EXIST. GROUND/ FINISHED GRADE FINISHED GRADE STOPPER DETAIL D-006 EXIST. GROUND PROP. 16 WL 1108 - - -610_- (OOFW PK08J- r ------------------- ------------- 10.94' - 605_- -------_-_ - __ -_- - - L-__--_- (35 MIN)__ - - - 200' 600 I (2 MIN) -mom 48 LF - - -- 30 LF R' z 1 8" C900 DR 25 EXIST i 8- SDR 26 PVC PVC 55 10- DI SS SS @ 0 50% @ 0.50% @ 0 40% 595 PROP O (REO D) - O FIBER 055 MGD 0 OPTIC Q (PROWD) _ DUCTBANK 0.55 MGD 590 - - DO T� q0 Zg ZO Zg ZO b X � 585 �gW+m F mm -'go M -VviQm FF U 01i�LLiWb4��Ub'm'm +�Ubmm 'o22Q2mll yF= Q Ilei Q Ilei m m ti ow�^a;go=' F��Fgoo F��Fgoo Ic'c 580 bUm3g..ciu'Sn?3 zii m?3zii'm 0+00 1+00 2+00 3+00 ISSUE RECORD I FIFFN` � NO. DESCRIPTION DATE I NEEDS SPC 0 LEASED FOR CON6TRURION /17OS2024 I F ' SOUTH"POINT RELEASE FOR CONSTRUCTORS CONSTRUCTION PROP. 8" SS-3107 1 F Q 620 I O H0 4 V 0 B I SCALE N FEET NOTES: 1. USE GREEN COLORING FOR IN GROUND IDENTIFICATION AS SANITARY SEWER PIPE. (3.5' MIN) EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START ----- ---- - --- -------------- - 605-- OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF 48 LF ANY CONFLICTS DISCOVERED. — — e" SDR 26 PVC 55 224 LF @ 1 06% CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION SDR 26 PVC SS WHERE NECESSARYAND PROTECTING EXISTING UTILITIES (SHOWN AND NOT @ 2 14% _ 600 - - - - - - --------------------- --------- - ------------- --- SHOWN). IFANY EXISTING UTILITIES ARE OAMAGED,THECONTRACTOR SHALL ' REPLACE THEM AT THEIR OWN EXPENSE. ADDITIDNdI ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE 595 INFORMATION PROVIDED BY OTHERS. - DIRE -- TIRED) - 0 55 MGD O (REQUIRED) 0 55 MGD CONTRACTOR TO VERIFYDEPTHOFALL /IDED) = 1.14 MGD 0 (PROVIDED) - 0.80 MGD EXISTING UTILITIES. E 0 \�T. . 59081073 -�P: 4(4 - - • • I aoxALo o axG % 2� ( `+`I o C^i M('IfwSi m�O 595 ONAI'E N 0 b II II II osn] zry pObro'm m Li vF�IIOO 3 a a m 580 �5iiillllleTexas Deportment of Transportation 4+00 4+50 , @ 2024 SOUTHEAST CONNECTOR PROJECT SEC-S00-D]-U 33310.tlgn „ uw n`u ! RGK O1 6 ° --jM °e u022(6lecr XO F-202i(fi751 WAY 820 I-010 UTILITIES aF ;E °=]NR as =�o SANITARY SEWER RELOCATION 3107 Ds/v/z0zu %A1 �xR °N.w° RPP c0008 FT. WORTI sER,°„ N °a ] I SOO-UT-33314 PLAN AND PROFILE - STA 0+99.79 TO STA 4+50.00 9 of 3I RGK 13 zs,- I N N X * ACCESS I DRIVEWAY LOCATIOV PROP. CO FIN WATER EASEMENT flI 5� - $IE-�.m_®HIE2 BE EPE BIE BIEE lfP3•tB[ _____=i=:R�® 9YH1----��•HiiFi- •�niiro�--�C-Tg 1HiI00E4-- PROP. 16" WL-1108 ISCOFW-PK08) ONCOR ELECTRLCOELL✓ERYCO LLC I 610I ELANCASTERA✓E JENNINGS, -A HGSUR✓EY O O 16STRACT843 TRACTIA 6 ZA - J %k F In I ❑ ® IOI ° b T< In * w D + s m a - n I I Ln -WW ware Ww-PfUP G 5+00 6+00 J PROP. 15' = PERM. COFW SEWER EASEMENT I PROP. 8" SS-3107 625 605 600 595 590 585 4+50 5+00 ISSUE RECORD NO. DESCRIPTION 0 LEASED FOR CONSTRU-ON 55-3107 354 LF TRENCH REPAIR PER DETAIL A EXIST. GROUND/ FINISHED GRADE 7.98' (3.5'MIN) 8+0 b STA 8+18.77 5S-3107 I m INSTALL 4' OIA. DROP 55 r O O MANHOLE WITH EPDXY LINER 1� (WARREN OR CHESTERTON) _AND CONCRETE COLLAR I END PROP. 8'SS-3107- p_ _3_3L�f('t____D,o-_..II CONNECT TO EXIST 8' CONC. 5S '' AT STA 2+54.44 (L-04976) N=6955209.32 E=2361284 21 625 I J LF TRENCH REPAIR J �13 LF TRENCH REPAIR - PER DETAIL E PER DETAIL C - 620 ----------------------- IL_-------------- EXIST 16- FIBER OPTIC DUCTBANK (A) 6+00 7+00 O6/012020 W1. NEEDS SPC SOUTH"POINT RELEASE FOR CONSTRUCTORS CONSTRUCTION N N X H 0 20 40 O 4 V 0 B I SCALE N FEET NOTES: 1. USE GREEN COLORING FOR IN GROUND IDENTIFICATION AS SANITARY SEWER PIPE. \I EXIST. Q 8' CONC. SS II 02.00% WBBNWG EXISTING UTILITIES INTHIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES Z: WITH THE PROVIDER PRIOR TO THE START .05'� - MIN) --- - ---------- -------- ------------ 610 - - - TR OF CONSULTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UT! LRY RELOCATION WHERE NECESSARYAND PROTECTING EXISTING UTILITIES (SHOWN AND NOT ------------------------------------'----------------------------- 605 SHOWN). IFANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL '''', REPLACE THEM AT THEIR OWN EXPENSE. ADDITIDNdI ALLEXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE ---------------' 600 INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. 595 y/% .•••, '' ZOb � �d•••:•aoxALO G.axG 20 81073 a �woSw,o �+o Eas NAl i Tin p ^o3pp�oM Fo�J5. - w avilrzaza0 . +FI�U�2111-p Q ses ��®Texas Deportment of Tronsportotton 8+00 9+10 , © 2024 SOUTHEAST CONNECTOR PROJECT SEC-S00-D]-U 33316.dgn „ WAY RGK O16 ° F-2012(6]5) I-830 uw n`u ! °e un'°En0lecr XO 820 --jM UTILITIES aF =�o ;E °=]NR as SANITARY SEWER RELOCATION 3107 DSIVIzezu xds Fr. woa]x N DNS °"ReO SERA°" °a ] I SOO-UT-33315 RPP �0008 PLAN AND PROFILE - STA 4+50.00 TO STA 8+18.77 le of 11 RGK 13 zs, em \\\ / EXIST CURB RETURN TO EXIST. CURB RETURN r- MONCIrO FAEL v (! 2951 MEL ST / WESTHANOLEY BLOCKI4, LOTI62 N N O K H 0 20 40 Z V 0 d B SCALE IN FEET NOTES: '5TA 1123.36 SS-3108 \OR' 'Y :y - PROP. 16" SS-3108 SPC PROP PAVEMENT/ 1. USE GREEN COLORING FOR IN GROUND INSTALL 4' DIA. SS MANHOLE - �'� "qi REPLACEMENT LIMITS IDENTIFICATION AS SANITARY SEWER PIPE. WITH EPDXY LINER (WARREN / / ! T /�• / O / ."BEEREAL ESTATE/N✓LLC 2 CONTRACTOR TO COORDINATE WITH OR CHESTERTON) AND A: / / ^ \ �� y \ 1' ELECTRIC COMPANY ON SUPPORT IO ` /yT CONCRETE COLLAR }y } 'Z' l STA 2+0] 26 SS-3108\�. 4. ` '1 ! V 6016 CRA/GST POWER POLE DURING CONSTRUCTION. N=6954520. 89 (I FLOTHANL)LEY E=2360520 B9 tr I{ INSTALL 4' DIA. E MANHOLE � ` �A' �� ' g[O[KZS, LOTI OR EPDXY LINER (WARREN 3 AFTER THE CONTRACTOR SHALL TEMPORARILY OF RARILY8 THE Oft CHESTERTON) AND *+' � WL-1110B RPAITHEPAVEMENT T IN THE S ILY POWER POLE /,y j / \ �' WL-11308 CONCRETE COLLAR REPAIR THE PAVEMENT IN THE SHADED S O�j/ N=6954291.50 �k'�(COFW-P\O ,g TT AREA OF RICH STAND MEL ST USING / �a' E=2360d42 85 \ y TRENCH REPAIR 1 AFTER RELOCATION OF p0 �,\ yT 10S i0 EX0T 20" CONC SS ITIES IN THIS AREA, THE a ILSHADED ALONG RICH STAND MEL Si SHALL CONNECT 5IS+3S08 BE CONSTRUCTED PER THE PERMANENT32.92SS33ISQO/9 5TA 3B+5244 (M-265)1 /i INSTALL 4' DIA. DROP SS MANHOLE BOYO PA]R/C/AG �`y k 444 a PAVEMENT TYPICAL SECTION ONSOITUT- F BEGIN PROP 16 553308 \ / WITH EPDXY LINER(WARREN �'. 33336. 'QO INSTALL 4 DIA SS MANHOLE OR CHESTERTON) AND 6059 R/CHST \ WITH EPDXY LINER (WARREN CONCRETE COLLAR X \v_\ / WESTHANOLEY j , y Q / \ BLG WEST OT3, 4, &S y ~ 4 WHERE THE PROPOSED WASTEWATER OR CHESTERTON) AND CONNECT TO EXIST. 6' PVC SS * lT1 LINE CROSSES THE EXISTING WATER LINE, CONCRETE COLLAR O AT 5TA 0+9811(L-03200) /.y RIIJ THE SEGMENT OF WASTEWATER PIPE STA 4+45.15 55-3108 N=695d233 12� N=6954253.20 SHALL BE CENTERED SUCH THAT THE E=2360533.69 T E=23605I8.15 / INSTALL 4 DIA. SS MANHOLE y Z WITH EPDXY LINER (WARREN y y _ J JOINTS OF THE WASTEWATER PIPE ARE \ SPC PROP. PAVEMENT / OR CHESTERTON) AND - 2 HORIZONTALLY FROM THECENTEROF THE �\ EET REPLACEMENTLIMIT5 /1�/j�ry/CONCRETE COLLAR U WATERLINE. -� REPLACE CURB AND / / �f E=2360510.' S " GUTTER PER 534 / 5. ALL PORTIONS OF MANHOLE WITHIN NINE a FEET OF THE WATER SUPPLY PIPE SHALL e 630 SS-3108 630 - BE ENCASED AT LEAST ONE FOOT OF -- CEMENT STABILIZED IZED SAND (MINIMUM160 214 LF TRENCH REPAIR 99 LF TRENCH REPAIR POUNDS OF CEMENT FOR EVERY CUBIC SPER DETAIL I (SEE NOTE 3) PER DETAIL A YARD OF SAND). 22 LF TRENCH REPAIR 28 LF TRENCH REPAIR 0 625 PER DETAIL A PER DETAIL B 625 -- -_-- - ------__-- - --- -- -- -_- ----_-__- -- -- - - GAS (A) EXIST FIBER OPTIC CABLE (A) _ (TO REMAIN) — (TO REMAIN) EXIST. 4" GAS (A) _ EXIST 8- GAS (A) m (TO REMAIN) TO REMAIN) n INSTALL TRENCH _ EXIST. 4' WATER (B) WATER STOP D 00.6 - _ - (TO REMAIN) - - - - - FINISHED EXIST. GRADE GROUND n - - - - - --- - --SEE NOTE 4---- -- _ _ _ _ 6Io •+ EXIST GROUND E EXIST GROUND/ kl/BBNWG - EXIST. FIBER OPTIC FINISHED GRADE EXISTING UTILITIES IN THIS AREA. 10 LF EXIT EWER SERVICE N FINISHED GRADE I6" 16% DR 25 PVC 55 TO REMAIN) @016% — - LOCATION OF ALL EXISTING UTILITIE5ONTRACTOR HALL FIELD VERIFY E e - _ - - - - -- WITH THE PROVIDER PRIOR TO THE START ___. OF ION AND SHALL of --615- - - -__- - -- - - __- - - - - -.EWER - - - F - _- - - - - - --____-_- -- -- - - _-_-615IMMEDIATELY NOTIFY THE ENGINEER OF (L-0 - - - -- E EX/Si 6 53200) Z 11 I ANY CONFLICTS DISCOVERED. - % 2 CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILRY RELOCATION WHERE NECESSARYAND PROTECTING x 5.51' EXISTING UTILITIES (SHOWN AND NOT 610 2 MIN) - - - 610 SHOWN). IFANY EXISTING UTILITIES ARE ry -- - ------__--- -- -- -- -_- ----_-__- -- -- - ----- - -- - - --_- - -- ---_ ----__-_- - - - -- - - -- -_---- _-__- -- ---__-__--__--_- -- __--_-__---__-_----__-_ - -- _- -_ DAMAGED. THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. EXIST ALL EXISTING ELEVATIONS SHOWN ARE 16' 10" CONIC 55 BASED ON t 605 - @ 1 30% 21 LF 84 LF A 2] LF 211 LF INFORM a -- -------- - - - - -- @ C900 - - ---- --16 C900 ------ -- --16" C900- - - - ---- - ---- 16 C900 , 605 LABLE CONTRA ATIONTPROVIDED BYHE BES OTHERS. ---- --- ----- CONTRACTOR TO VERIFY DEPTH OF S. co R 25 DR 25 PVC SS DR 25 PVC SS DR 25 PVC 55 EXISTING UTILITIES. N CSS @016% @O16% @0.16% SLF 0.16% PR T ® 4 1 i; 600 600 052 MGD :................ O (REQUIRED/ _ > O O O O O RoxnLo c axc • A z� O(PRDVIDED)-1.98 MGD O¢ 2 ¢3 S Xc� ge zQ 30 2¢p z¢p ¢3o I9' re1oI3 EO•:�Wi V >c NN � 9• � Ow o0 oo'6a'WOI- f•S•CEN`.... s 595 xezz ww o iwx Zz5 a Zz3 ee �`�zz^5 w z5 w 595 1h\" -- - ---------- --- -'� w o w oo - - n II -- --- ° ------ -- ---------------- ---------- ° `� - - II n ----- - -- \\ gwo o�ao>¢¢eLLLL ¢ Kwu„ - Xwwcw� xwFnww Kw Kw asmaaza0 mtw 8Wz wo rv<wWzte SWw�ee '8 we°e m¢8W� we ""¢ 8w�e9 ¢��ofor-^ F�z�ozg oo ��uig$o F��`i'zfoo` aax`='zzgoo`,,o ¢�=�zFoo 590 you m?3oao:iw v,?i�e°'¢qua 33o°'¢an v,3'3o°rcei �i?3o°vw,'¢ni w w `�?3ooua in 590 '¢ - �� Texas Deportment of Tronsportotlon iQ 0+00 1+00 2+00 3+00 4+00 4+50 , © 2024 ISSUE RECORDup'" a reoexecaio vxolecrxo 'G."wa rvv NO. DESCRIPTION DATE SEC- Rck vxo xo �p 9 RELEASER FORCxNSTR RIDx o„ITaa24 F .=„'n'= NEEDS SPC SOUTHEAST CONNECTOR PROJECT S00D �33316tl9n �W„ pis*xF-2202„blob =--alo SOUTH"POINT RELEASE FOR UTILITIES RFe. TE ARRAx SANITARY SEWER RELOCATION 3108 os 1712.24 xAs Fr womx o CONSTRUCTORS CONSTRUCTION PLAN AND PROFILE 0+92.09 TO STA 4+50.00 LL DE 3L a"P RZED CK 0008 SE 3�oN aeT I S00-UT-33316 I 635 87 LF 100 LF TRENCH REPAIR BY OTHER THAN OPEN CUT PER DETAIL A 4 LFTRENEH REPAIR 36 LF TRENCH REPAIR PER DETAIL B 630 PER DETAIL B EXIST. B" WATER Dl FINISHED GRACE (TO BEBE - 625 FINISHED GRADE - ---_, ABANDON(E ) -- ----------- -- - --\- + 3 EXIST FIBER OPTIC DUTC BBANNKK (0) (TO BE ABANDONED) EXIST. B" WATER (9) PROP 4 ILL -� EXIST. GROUND /l CONDUIT - -620 (TO BE ABANDONED) rw.� / - WATER STOP -EN - - - - --EXIST 6" SEWER (9) / PROP. 4 ILL -EXIST. FIBER OPTIC UCTBANK (a) (TO BE ABANDONED) 2 CONDUIT --4(TOBE ABANDONED)-- F -,--- - - ----- -- INSTALL TRENCH _ D 006 I - EXIST 27' STORM (R) ^ --615_--1.__ _--- __ o 2 EXIST. 4- GAS (B) I g (TO BE ABANDONED) Z 9.11 IIII (2'MIN) I 11 IIIII - - n 11 LF 610 m p_ 3.03'.--16"DIP WITH - v ^ .54' PRO @ 0.1 605- / I6 LF� DIP WIitI I 12' MINI 2 44 1/2 iHICK3 401-- - --- --m Z IN 8]LF SS 2z -.� @ CK 0 STEEL O ? O U CASING PIPE BY OTHER Z �> w g m PROP. 24' e THAN N CUT ^ -- (TO BEABA o W w „I H 1. w WL 1130E ^i ruwwU ,o0 (COFW-PK09T OW 600 ¢ II WATER (R) -- _- iA¢ -- '� ¢ ti U' (SEE NOTE 2) 2 -(101 AS m -+ice NDONEDI tllStiW vmi q Wp Wz WW�ry ego o PROP. 4 2tiW h'nti� hQ2mUIIWW -l0 O O O 'wI STORM O595 IwOmuO lffl¢¢ 00 4+50 5+00 6+00 SS-3108 49 LF TRENCH REPAIR PER DETAIL G PROP 8 AT-1110A , (COFW-PK09) 308 V PROP 8-SS-3130A AT STA 1+00.00 5'SS-3110BATSTA1+00.00 I h• C i' - i2 5 WL-1109A PK``09) WWp r- �6" 55-31101I I I 63s 34 LF TRENCH REPAIR PER DETAIL A Q (REQUIRED) = 0.52 MGD', O (PROVIDED) = 1.9B MGD', 1 34 LF ' I..DIP WITH - - - - - - - l- PROTECT_O_ (2' MIIN) 40155 ] ]4 49 LF 16" DIP WITH PROTEClO\ (2' MIN)- -- - 401 SS @ 0.16% IN 49 LF- - - - -- - 1/2-THICK 30" STEEL CASING W PIPE BY OPEN CUT a W � O o Z o ____- -- U-- II-- •II - - -- -- m II -�S wwU4 u? �F O PROP. NWU TELECOMS Z y + 01 R ', x�imm� a �wm0tit ]+00 ISSUE RECORD '..- NO. DESCRIPTION DATE 7■IJ, NEEDS S PC 0 LEASED FOR CONSTRURION OS/1T2024 I r ' SOUTH"POINT RELEASE FOR CONSTRUCTORS CONSTRUCTION 630 625- - 620- - 615- - 610- - 605 C mn w=,W 600 '00020�000, (a �w OUacciui'595__ 8+00 9+00 SOUTHEAST CONNECTOR PROJECT I;E=:s�� 33311dgn UTILITIES 'RFC SANITARY SEWER RELOCATION 3108 os/v/zoz4 PLAN AND PROFILE - STA 4+50.00 TO STA 7+59.40 lllliz.131 QH 0 20 40 V 0 B I SCALE N FEET NOTES 1. USE GREEN COLORING FOR IN GROUND IDENTIFICATION AS SANITARY SEWER PIPE. 2 WHERE THE PROPOSED WASTEWATER LINE CROSSES THE PROPOSED WATER LINE, THE SEGMENT OF WASTEWATER PIPE SHALL BE CENTERED SUCH THAT THE JOINTS OFTHE WASTEWATER PIPE ARE EQUIDISTANTAND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER OF THE WATER LINE. WARNING EXISTING UTILITIES AREA. FIELD CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONION AND SHALL IMMEDIATELYY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSA PROTECTING EXISTING UTILITIESS (SHOWN (SHOWN AND NOT SHOWN) D, M EXISTING TIL ES SHALL E DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ALL EXISTING ELEVATIONS SHOWN ARE BASED THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. el OF T\�111 �/5 CrCEN cJE029'^i Mllllhs'6W Eas �eTexas Deportment of Transportation © 2024 urtw'rrxcu oivfiuo rEUE F-202i(BSIrxo "I6810v T ;� olwo R aaN mo SOO-UT-33317 avr RGK 0008 71 125,- I N N X bI'ISTA 1+50.50 INSTALL 4' DIA SS r V / M/TC500 HOUSING/NC 6BTR/CHST IYESTHANOLEY �F7 BLG7L'KIS, L112 E=2360113. ]4 T WW{-PRl FT d, 3+00 C STA 3+73.48 SS-3110A INSTALL 4' DIA DROP SS AT STA 5+33.53 IjLu � --P�P. l p1 __ • STA 1+0000 SS-3110A ry HANOLEY�BLIONS CLB 01AR/T ' }=U O 10 0 CONNECT TO PROP. 16' SS-SSMH 6BI3R/CHST I I ATSTA 7+59.40 AND PROP. 36" Q AOC,ADESTATESEE I BEGIN PR AT STA 1+00.00 I b COTS'B66 BlC O J y ~ BEGIN PROP B. SS-3110A J J p .y N=6954628.62 , E=236029635 BOYSCOUTSOFAMER/Ca ROP I6" 55-3108 11 60IJR/CHST I I S I I ADP. i6"SS-3130B BLACH,/OHNSURI E)' ----i_ —n n \ I PROP. OI 635 --630 -_625__ 620 --615-_ --610 -_605 - 600-_ - ---------- :,-_ - ---------- -. 595 0,00 ISSUE RECORD NO. DESCRIPTION 0 ............ EASEO FOR CON6TRU-ON QH 0 20 40 vo e I SCALE N FEET NOTES 1. ALL PORTIONS OF MANHOLE WITHIN NINE FEET OF THE WATER SUPPLY PIPE SHALL BE ENCASED /N AT LEAST ONE FOOT OF CEMENT STABILIZED SAND (MINIMUM 160 POUNDS OF CEMENT FOR EVERY CUBIC YARD OF SAND). 2 USE GREEN COLORING FOR IN GROUND IDENTIFICATION AS SANITARY SEWER PIPE. 3. WHERE THE PROPOSED WASTEWATER LINE CROSSES THE EXISTING WATER LINE, THE SEGMENT OF WASTEWATER PIPE SHALL BE CENTERED SUCH THAT THE JOINTS OFTHE WASTEWATER PIPE ARE EQUIDISTANTAND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER OF THE WATER LINE. PROP.I6' WL-1309A AB57R4CT82, TRACT2i EXIST. 8" WATER (U) ' I i WL-11308 I(COMM-PK09)(TO BE ABANDONED) `\�\�� 09) (FO BEXIST 6- SEWER (A) E ABANDONED EAST, 3�. 111 V CONNECT TO PROP. MH WEST) 55-3110A 635 46LFTRENCHREPAIR 81 LF TRENCH REPAIR 92 LF TRENCH REPAIR EXIST. 27' PER DETAIL F PER DETAIL A PER DETAIL C T/ STORM (A) - 31 LF TRENCH REPAIR 20 IF EPPAIR TRENCH (TO REMA R I ------ PER DETAIL A PER DE J ---- - -- _ -- - (TO BE ABANDONS 13 LFTRENCHDETAIL - -- - EX/Si WATER ---- ------------------ -- ------------- PER DETAIL E --------- -- --- FINISHED GRADE ' � SERVICE (B) EXIST. GROUND D) EXIST 4- GAS (A) Fh EXIST FIBER OPTIC PROP 10A FTO FBEABANDONED) I _� IBER OMC FW MANHOLE PK09) PROP PROP 42OSTORMWATER ORMWLE - - -------EXIST GROUND/ - -- - WA R SLTOTRENCHPOD OO6K09)- - EXISTD (TO ftEMA1N) ---- -625- - U (TO BE ABANDONED)P. SEE NOTE 3 PROP B' WL 1110A yyg8plly(; 41 EXISTING UTILITIES IN THISAREA. INSTALLTRENCH — FINISHED GRADE SEE NOTE3 IN TALL TREN H �L WATER STOP - 006 S C _ ` CONTRACTOR SHALL FIELD VERIFY THE __ WATER STOPD 006 PROP. WATER LOCATION PROVIDER EXISTING UTILITIES -- - - - - l- PROP ABANDONED) SERVICE PROP - — I�I - - L - ----L 1 T WATER / WITH THE PROVIDER PRIOR TO THE START -- - -- --- �4- S - -- j\� OPTIC DUCTABAN -- 620 MANHOLE --- - - OF CONY NOTIFYSHALL (j - r _ — - - -- - - I - - - -- -- _--_-- -- --- IMMEDIATELY NOTIFY THE ENGINEER OF EXIST -- 4 I. - � -1 - I / - SERVICE (U)1� - -- I 1 ANY TRACTO IS R DISCOVERED. 11r CONTRACTOR IS RESPONSIBLE FOR PROP. 8- 2 2 I COORDINATING UTILITY RELOCATION WL I110A g WHERE NECESSARYAND PROTECTING 2 (COFW-PK09) g - Z_ EXISTING UTILITIES (SHOWN AND NOT _---_-_------_--- - -- --_ --- _ _-- -- SEE NOTE N 3- -- - - -- -- -_-- -- - -_ - - g _ -----_-_-- _--_-- - - - m 615 SHOWN). IFANY EXISTING UTILITIES ARE -- ----- - ---- ^o-- - ry �- DAMAGED, THE CONTRACTOR SHALL _ - I REPLACE THEM AT THEIR OWN EXPENSE. - g c AnroTInNAI m I g I 5.28 o f ry ALL EXISTING ELEVATIONS SHOWN ARE MIN) N ` BASED ON THE BEST AVAILABLE -- - -- ------ - - - o L e VI 610 INFORMATION PROW BY OTHERS. -- -- -- -- e - N.rv. - _ - - 4 ---- - -- - - - -/ II`* - -_--- - -- CONTRACTOR TO VERIFYDEPTHOFALL PROP 16 C900 ry 40 LF J EXISTING UTILITIES. DR 25 PVC SS ■ 1 183 LF a C900 DR @ -0.16% 51 LF A 25 PVC 55 \\\ 8 C900 OR 25 PVC SS 8"C900 0. 0 PVC 55 @840% a APSE .. TF1) 605 j 22 0 ^ �•••:•aoxALO G•gNG•.% ¢ 2 O = 2p = 2p O(REO D) O 2� 0.46MGD a'�i� Sa %//9:• reln]3 Q(PRDV'D) iu o k1 -J 00 v°i fee -ne .mmp ----- II-�°OjUpUW[u m-2-.26 MGD O(PROVDED) 049 MGD -�¢¢S1'pOWIu600 I- ..iti (�IFSS'ONA`/LyjIENSr _30 Zn z.,..z Ilaoa z ti 2mm Wg00E0 F,g00� O F��¢ogpp a�zap02g p u, �°'^,mcucu v,3cun a a 0,33�ccuu �?f3cw°pwd s9s I ' Texas Deportment of Tronsportotlon 1+00 2+00 3+00 4+00 , © 2024 DATE ■■■F 1 4 F SOUTHEAST CONNECTOR PROJECT SEC-S00-D]-UL33316.dgn ! �� FE°E1`022(61E).N° '820 AY D6/1712024 ' = NEEDS S P C �.: 6 F-203i(fi151-810 SOUTH "POINT RELEASE FOR UTILITIES aF Ja 7E as N =�E %A6 WGmx CONSTRUCTORS CONSTRUCTION SANITARY SEWER RELOCATION 3110A 0s/L 13 of 3L ZED 0008 sE3�°N i$er I SOD-UT-33318 PLAN AND PROFILE - STA 1+00.00 TO STA 3+73.48 R`RGR c « 1 N N K 635 630 625- 620- 615- 610 605- 600- 595- A 0+00 ry NI ISSUE RECORD G NO. DESCRIPTION 'ni D ............ EASED FOR CONSTRU-ON o� 55-3110B 300 LF TRENCH REPAIR PER DETAIL A F Q 635 630 FINISHED GRADE EXIST. GROUND 625__ 620 615 11.68' (3 5- MIN) '�, (3 ', '�, (3.5' MIN) PROP.B PVC SS-3110A`,, @ 0.40% 222 LF 16- C900 DR 610 ¢ 78 LF 16 C900 DR 25 PVC SS @ 0.16% 25 PVC SS @ 0 16% 605 �m 2 ^___- 0(REOUIR p (PROVID ED) 1.98 MGD e 600 ______ __ __ _vvli l• v II II b o�ILLLL ____ _ _ _oOW00 II II -- v� CUrv4� - _ __- a ..• o Zd211vy0 •+ u ¢20L)F¢rc¢ rn .Ji¢mzu ee ^+2UUIInn �,nt CZ i&G ?3o0Ucnu 0 ',e d 595 1+00 2+00 4 3+00 4+00 SOUTHEAST CONNECTOR PROJECT seaS00-D]-W33319.dgn "D12020 rxN , SOUTH "POINT NEEDS RELEASE SPC FOR UTILITIES `. CONSTRUCTORS CONSTRUCTION SANITARY SEWER RELOCATION 3110E 1112.24 PLAN AND PROFILE - STA 1+00.00 TO STA 4+00.00 1of 31 © H40 0 Vo 4 I B SCALE N FEET NOTES: 1. USE GREEN COLORING FOR IN GROUND IDENTIFICATION AS SANITARY SEWER PIPE. WBBNWG 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 UTILITY RELOCATION WHERE NECESSA PROTECTING EXISTING UTILITIESS (SHOWN (SHOWN AND NOT SHOWN). IFANYM EXISTING UTILITIESSHALL E DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. A ALL EXISTINGG ELEVATIONS SHOWN ARE BASED THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. . �.... ..... 81073 '�A s'ONAI Eat �eTexas Deportment of Transportatlon ©x2024 urtw'rrxcu oivfiuo rEUE o x F-2022(8]5)rx16820v Inc jML T%H5 oIWOR�TH ARFAN srva SOO-UT-33319 avr RGK 0008 sE3ox 25, of 1 N N X pp ____ ____ `J 'STA 4+]� 3.0� 5311oB / I INSTALL 4' DIA SS MANHOLE \ T XpOc _'{N-P WIFH EPDXY LINER (WARREN OR CHESTERTON) AND CONCRETE COLLAR 'LP ----- INSTALL ABOVE GROUND MARKER �y 2 N=6954928 3 360461.03 L /� _A ( ) BARBO2620CR VENAOEIENUN NA.19 RARAIANOO 912CRAVENSR CP V Imo= IB2BCRA✓ENNRD 28J6CRA✓ENNRO 2Bl2 CRA✓ENNRD J BALCH,T82N Cr2 RSTM /OHNSUR✓EY BAL CT82NNACT23 PROP ILL ELEC I/J/ ABN]RACTB2 TRACT23B ABNTRACTB27RACT230 �AB.ST/lACTB2TRACT23F,.- SEfl VICE N.T.S.) 12 0' SL 4' DIA .02 55-3130B INSTALL d' DIA E MANHOLE °_ WITH EPDXY LINER (WARREN OR CHESTERTON _ pROP 16" WL-1112 INSTALL 59 LF 1/2" THICK O AND CONCRETE COLLAR 30" DIA. STEEL CASING (COFW-PK08) O INSTALL ABOVE GROUND MARKER PIPE BY OTHER THAN N=6954858.30 OPEN CUT WITH I6-DIP x / O E=2360461.88 WITH PROTECTO / 401 SANITARY SE WEN STA 7+56.22 SS-3110B + PROP 16" WL-1109A CARRIER PIPE/l INSTALL 4' DIAL SS MANHOLE WITH OD (COFW-P :09) 5TA5+9369SS-3110B q STA 6+55.29 SS-3110B INER (WARREN 'INSTALL 4'DIA. SS MANHOLE BEGIN CASING INSTALL BY CHESTERTON)WITH EPDXY LINER (WARREN I OTHER THAN OPEN CUT — [AEPY CRETE COLLAR OR CHESTERTDN) AND D=6954989.36 SEE NOTE 1 Ln rv0-90.29 W l?Z_' N-695493]]]---- ,NW--- 580.90 g Z Lu `60�581.6; i m u - I ICONCR SE —SEE NOTEI_ _ _ I E-236058138 ] ------ E 2360 ---- ------i----- _-- T - r OTHER SIN 6NSTALL. 6 71 k ; BEGIN CASING INSTALL BY PR P. 16"-311 + E-2360581.66 jr d M o ONTAGE�R D 635 55-3110B y 635 197LFTRENCH REPAIR 59 LF BY OTHER THAN 145 LF TRENCH REPAIR PER DETAIL A OPEN CUT PER DETAIL A 6210 r - - _ f FINI SHED GRADE PROP. RETAINING P. WALL EXIST SER VICE EXIST. SST GAOS SERVICE (U)W AFINISHEO PROP. WATER SERVICE - --- - VICE- INSFALL TRENCH - 625 -- - _ - WATER STOP D-006 --- 625 - - �� j EXIST. BGAS SERVICE (U) E ABANDONED)��, (TO BE SERVICE EU) CFO BE ABANDONED) GRADE CE (D) 620 620 SERVICE EXIST. 6" SS (L-03197) (TO BE ABANDONED) ; PROP. GAS (APPROX. 35'RT) SERVICES 30.40' 1 �PFOP GAS (35 MIN) 615 'Ell 615 -- --_ __ -----__-,•---_ ----__-__ _ - -_- - -- 3LFI6'C900 DR 25 PVC SS �00.16% fill' ^ Q (REQUIRED) 3.63 (2'MIN) ^ -- 610 -_--- -- - 0(2' MIN) _ O (PROVIDED) =.98 MGD ^' 610__ 605 _ �_ I,- THICK 30- STEEL CASING BY 101 LF p 0 DIP dd LF 16' 6% 0 62 LF 16- DIP WITH PROTECT - --- - - - 5 - - 6% WITH PROTECTO DF 25 PVC i6% 401 SS ®0.16% IN 59 LF 1/2• ®016% 016% _ _ _ _ DR 21 PVC SS O Nn¢ 401 SS _605 OTHER THAN OPEN CUT - -- -- -- __-_-- - -- -__- -- ---__-___ -_ _ W 1 Z _ Zp 0¢3 3 0¢3 3 3 3 °zry zm ¢3 3 a m n'nw-•� a gw^� ee' �ZOV ee "?°o ZOo u ZO w -_600_600 '� opXw � opXw�0i�4 �K ru w DWI=-W I=-LL w pxFC^�W w " o�Swo +" " w mow +mow RUH `oo` 595 a v�?3o¢zui '�33o¢c ae '✓?3o¢zni u,mmc ''Gwmd 'a ''u,?3o¢zun � s9s 4+00 5+00 6+00 7+00 8+00 ISSUE RECORD I Mup . , SOUTHEAST CONNECTOR PROJECT xb NO. DESCRIPTION DATE SEC-600-DT-LR-33330.tlOn D R3L3A8EDF0RCGN6TRIICRGN DS,1Ta024 r NEEDS SPC SOUTH"POINT RELEASE FOR UTILITIES aFe CONSTRUCTORS CONSTRUCTION SANITARY SEWER RELOCATION 3110E D5113s or 31 PLAN AND PROFILE - STA 4+00.00 TO STA 8+00.00 O H0 41 4 I 8 B V 0 SCALE N FEET NOTES 1. WHERE SEWER MANHOLES ARE LOCATED AT THE EDGE OF THE SHARED USE PATH (SUP), REFER TO DETAIL D012 FOR THE PORTION OF THE FRAMEAND COVER WITHIN CONCRETE AND REFER TO THE CONCRETE COLLAR DETAIL ON D030 FOR THE PORTION OF THE FRAME AND COVER IN UNIMPROVED AREAS CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR REVIEW PRIOR TO INSTALLATION. 2 USE GREEN COLORING FOR IN GROUND IDENTIFICATION AS SANITARY SEWER PIPE. 1NBBNWG EXISTING UTILITIES IN FIELD AREA. CO LOCATION 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 UTILITIESSHALL E DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDI ALL EXISTING ELEVATLEVATIONS SHOWN ARE BASED THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. ��\\nl I 81073 �(h1 F2CEN`��2p� (�Ms'ONAI Eas �eTexas Deportment of Transportation © 2024 MGK a oivfiuo rEOE F-2022(675)r x0 x16810v JMT ;� owo F aaN o ao� T I SOO-UT-33320 avr RGK 0008 sE13 35, of I N N K GARC%�CHARDANTHONY ESPARZAMUR/CLOf/OSELU%S \l ILL! 2RP4CRAl:ENSRD 2Z44CRAPENSRD 2740CRAUENSRD POLLARD ESTA7ES POLLARDESTA7ES POLCARDESTATES CO3110 Y �C 572A LOrE STA 8+71.55 55-311AN INSTALL 4' DIA. SS MANHOLE STA 9+57 23 SS-3110H . 1111 iv TA ALL 4- 48 SS-_ I) WITH EPDXY LINER INSTALL 4' DIA. E MANHOLE NSTALL 4' DIA. SS AN CON OR BETE EC TERTON) WITH EPDXY LINER ( WITH EPDXY LINER AND CONCRETE COLLAR (WARREN R TE COLLAR WARREN OR CHE5 SEE NOTE 1 AND CONCRETE COLLAR ND CONCRETE C( 205.61 SEE NOTE 1 EE NOTE I- N-69 B037 _ N=695529127 E=2360582.43 pR6- WL-1109A=2360587.67 PK09) E=23605 o ° T --------------------------- --------->------_ 24+r.L•n 25+00 _ _6.3.5 SS-3110B 400 LF TRENCH REPAIR PER DETAIL A GAMES 4; UZL/NDAL ANDERSON� i RD 2732CR VENSRD f ITES- POLLARDESTAJES LOT9&S7'LOT20 V O O O 6-'SS 3110B O + )P. S. WL-13098 n N )FW-PK09) d W,W� T WW�R-IP— i- W Z J X-15127 V 135 H O 0 20 40 V 0 4 B I SCALE N FEET NOTES 1. WHERE SEWER MANHOLES ARE LOCATED AT THE EDGE OF THE SHARED USE PATH (SUP), REFER TO DETAIL D012 FOR THE PORTION OF THE FRAMEAND COVER WITHIN CONCRETE AND REFER TO THE CONCRETE COLLAR DETAIL ON D030 FOR THE PORTION OF THE FRAME AND COVER IN UNIMPROVED AREAS CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR REVIEW PRIOR TO INSTALLATION 2 USE GREEN COLORING FOR IN GROUND IDENTIFICATION AS SANITARY SEWER PIPE. 3. WHERE THE PROPOSED WASTEWATER LINE CROSSES THE PROPOSED WATER LINE, THE SEGMENT OF WASTEWATER PIPE SHALL BE CENTERED SUCH THAT THE JOINTS OFTHE WASTEWATER PIPE ARE EQUIDISTANTAND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER OF THE WATER LINE. EXIST. B" WATER (U) (TO BE ABANDONED) 630 —PROP. 36"STORM 630 — - 3-EXIST FIBER OPTIC DUMANKS (B) CFO BE ABANDONED) EXIST GROUND/ FINISHED GRADE EXIST. TELECOMS (U) (TO BEABANDONED) PROP. SERVILE EXIST. GAS SER VICE (B) INSTALL TRENCH —(TOTE ABANDONED) 625 2-EXIST FIBER OPTIC DUCTBANKS (U) (TO BE ABANDONED) WATER STOP D-006 625 ----- - -_---_ __ _ - - - ----_ - -_ - --------- --_ — -_ — --PROP. GAS _ ------_ . - - -----_ __ --_ -- - - - — --- ONED) PROP. WATER PROP. FIBER SERVICE PROP GAS SERVICE SERVICE pROP. WATER EXISTING Ui1LITINEISB NTHIS AREA. OPTIC CABLE FINISHED GRADE PROP GAS EXIST GAS SE - - EXIST GROUND EXIST. GAS SERVICE (UJ SERVICE CONTRACTOR SHALL FIELD VERIFY THE RVICE (TO BE ABANDONED) EXIST GAS SERVICE (B) PROP GAS LOCATION OF ALL EXISTING UTILITIES SERVICE (B) (TO BE ABANDONED) SERVICE WITH THE PROVIDER PRIOR TO THE START - 620_- - -- �(TO BE ABAND - ]Il1 �L- __ - ---_. -- - -_---- -- -- -=--:- -- -- ----- -- -_- - - ---- - -- -----620 -- IMOFCONS ONANDSHALL MEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. -- PROP. WATER PROP. WATER CONTRACTOR IS RESPONSIBLE FOR 1 j ERVICE PROP. WATER SERVICE EXIST. 8" SS (M-187) I 2 COORDINATING UTILRY RELOCATION SERVICE I (TO BE ABANDONED) I 'g WHERE NECESSARYAND PROTECTING I i EXIST 8" SS (M-187) 615 -- -- -- -- --643 -- (APPROX.EXISTING UTILITIES (SHOWN AND NOT (10 BE ABANDON 35 RT) DI -- -- __ ---_ ----- -- ----- ------ -- - A-- X -__ Z -- - -615- SHOWNAG IFANY EXISTING UNLMEES ARE - - - 6 2T 6 08 (2' MIN) (2' MIN) I _ ( O 28 RT) m --�----__ -- - -- -- - ---�- - DAMAGED, THE CONTRACTOR SHALL ' III 2 ) 6.83' REPLACE THEM AT THEIR OWN EXPENSE. I (2 MIN _ ___ - (2.M (2. 650' (2 MINI6..rv. ,.� pnnlTlnNAI 3.63' -- ---- (2'MIN) (2'MIN) NnrF 3.19' ALL EXISTING ELEVATIONS SHOWN ARE (2'MIN) - (2' MIN) (2'MIN) (2' MIN) BASED THE BEST AVAILABLE 610 630 INFORMATION PROVIDED BY OTHERS. - - -- - __ __ _--------_----- -- ---_ J_ -------- - - ---- - ' ----- ----------- ---------- ------------ -- CONTRACTOR TO VERIFY DEPTH OF ALL ■ 161 LF 16" C900 DR EXISTING UTILITIES. 72 LF -- - F16 09025 PVC SS®0.16% u\\\ '. 25 PVC SSp 016% J- VC SS00.16 5 PV 16% - -- ®0.16.16% � 605 605 2 V. n8 n m PROP. FIBER o •�+g O omo Y O mo OQ (REQUIRED) O52 MGD o h((Fs �ENSE�C^ m in m'A O II.� 600- II- OPTIC OFWLPK09)--�0>C4�i II II -II __ __------- ____. __ a�U WN�I JI_ I----__ __------_--mQ�UWry __-_- 11------_ __-------__ __-_--- --------II 600 - - - -_ - - r(fi (PROVIDED)1 M D 0J J '^_ O W rvaD-O2m�LL u? m0>Oma, J aza0 <�Wzry m m g gWz em SWz �e W,a (SEE NOTE 3) Q m� Om^�+ ^ + O'D,Y ^+ o Oe^+•+;^ ^ mU lyy mF=pU IIpY 'Q=¢Ullap m a3�iu ma �¢ 3'¢ s 595 �Deportment of Tronsportotton595 ? 8+00 9+00 10+00 11+00 12+00 , © 2024 0 �111-1111RCouSnUCouISSUE RECORD D6,1TaD24I ��F4, SOUTHEAST CONNECTOR PROJECT "kW„° """ "°n NO. DESCRIPTION DATE NEEDS SPC SEC-600-DT-LR-33331.tlOn 6 ° F-202i(fiT5)-830 SOUTH"POINT RELEASE FOR UTILITIES RFe. ,E °"'^'� TAau N� %A6 Ff WORTI CONSTRUCTORS CONSTRUCTION SANITARY SEWER RELOCATION 31106 D6/)712.24 16 or 3) "°R Do68 SE 31°" i$eT I S00-UT-33321 PLAN AND PROFILE - STA 8+00.00 TO STA 12+00.00 " RGK c m I N N X ------_____-�ONGLENNR/CHARD//R. ITC �V FFF-- '------ 2720CRAUENSRO z PoLOT55&TAES mrss � ca p r STA 13+43.81 SS-111UB p INSTALL 4' DIA. 55 MANHOLE + PROP 8•WL-1113 I WITH EPDXY LINER (WARREN N (COFW-PK09) O j - - OR CHESTERTON) Jf F �y „ - - --- --- AND CONCRETE COLL4R '^ INSTALL ABOVE GROUND MARKER TW-I L„��R 'F a �E=236058].02 REPLACE DRIVEWAYAND CURB Lu PROP. 13+0 20' PE _AND GUTTER PER D528 AND D53 2 _PROP WL-11098_ COSEWER (C EA OF � W-PK09) ��: EASEMENT PROP. I6"SS-3110H +.+OAB'B+"++.+`YAM.'-.'-s'-'.OIS'®"""`""".h111""""."-'0!B"!+""'.'RTb•""""""'"'6R9'D'-"'.'+""aM".'*""." QV (C X-1512_ - 4__--------yly4__-{�y----_yy4__-{TM_ - _ ____ _____ ay_________ ___ _ _____ _ _03208 _________ ____________ __________ I y +,�+a CRAVENS RD � ,----3� �-�� * � M-187 __�pL-03208____�D____�____ ___-_ _ _ _ �* u _ - STA 13+99.99 S5-- INSTALL 4- DIA. DROP SS MANHOLE h'- `+-•««.ypg++»««�,..«.y �,+,y, �,� +« �....+.�,.,. a= 'N WITH EPDXY LINER WARREN OR CHECOL —� AND CONCRETEALARSEE NOTE 1 IIA CAS END 16" 4I� ' /8z0 SB FgDN!gGf SSATSTATO—T15M38]/ n N+990 -6955126 48 E=2360614. 87 635 55-3110B 34 LF TRENCH REPAIR 124 LF TRENCH REPAIR PER DETAILA PER DETAIL I1 L20 F TRENCH REPAIR 19 LF TRENCH REPAIR J 9 F TRENCH REPAIR 630 PER DETAIL F PER DETAIL C PER DETAIL E EXIST. 15" STORM (U) _ EXIST 36• STORM (A) 625 (TO BE ABANDONED/ (TO BE ABANDONED) EXIST. 8• SS (M-187) --_--__ - -- __-__ - - - - -- - -- - --_ -- -- -- •-__ -- _____ (TO BE ABANDONED) - - -___ - -- - -_-_ -- --- --_--_ EXIST. STORM INLET —EXIST 4• WATER (U) r (APPROX. 28' RT) EXIST. 4 GAS M (TO BE ABANDONED) TO BE ABANDONED/ (TO REMAIN) -PROP WATER SERVICE - - - -- -- -- -_620 >�_ - PROP 8 WL-1113 PROP 8•GAS (COFW-PK09) + --615 _ 0.5] __ -- (SEE NOTE 3)�r- - --� -- m -- -- +] 61' (3.5 MIN) (2' MIN) PROP 8" GAS Sll x I ^ xl 5.21' (2'MIN) (2'MIN) I ro (2'MIN) 2.06' 610 '(2'MINI'f0.39' 144 LF 16" C900 DR 25 PVC SS @ 0.16% 012 _ _ o PROP.4 C _ _6.0.0 M n M R� -� � -G 4 D = 0.52 MGD O (PROVIDED) = 1 98 MGD , oo 595 i 12+00 13+00 ISSUE RECORD I NO. 0 LEABEO FOR CONSTRU-014 DESCRIPTION DATE I OS/172024 1 56 LF 16" C900 DR 25 PVC - @016% a io zo � zo .ot� ¢ �g3 5 ae m �aKFS a, o0 �vIZ2U eu v�pwxUOX tie °00>¢¢ov?LL +�S�z�ee °iOw¢¢mOe ma ,°zxz;Ce �ax�w nio: "'Fxp��zn ?3oa¢au ?83a U¢w 14+00 SOUTH "POINT CONSTRUCTORS 635- - 630 625 620- - 615 m 595 16+00 NEEDS C 15+00 SOUTHEAST CONNECTOR PROJECT ICE= -spa- �-T3122A, RELEASE SPFOR UTILITIES ^FovQ CONSTRUCTION SANITARY SEWER RELOCATION 3110E 1112.24 PLAN AND PROFILE - STA 12+00.00 TO STA 13+99.99 1T.131 HI 20 40 O V 0 4B I SCALE N FEET NOES 1. ALL PORTIONS OF MANHOLE WITHIN NINE FEET OF THE WATER SUPPLY PIPE SHALL BE ENCASED /N AT LEAST ONE FOOT OF CEMENT STABILIZED SAND (MINIMUM 160 POUNDS OF CEMENT FOR EVERY CUBIC YARD OF SAND). 2 USE GREEN COLORING FOR IN GROUND IDENTIFICATION AS SANITARY SEWER PIPE. 3. WHERE THE PROPOSED WASTEWATER LINE CROSSES THE PROPOSED WATER LINE, THE SEGMENT OF WASTEWATER PIPE SHALL BE CENTERED SUCH THAT THE JOINTS OFTHE WASTEWATER PIPE ARE EQUIDISTANTAND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER OF THE WATER LINE. 1NBBNWG EXISTING UTILITIES FIELD AREA. CO LOCATION 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 ISLI RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSA PROTECTING EXISTING UTILITIESS (SHOWN (SHOWN AND NOT SHOWN). IFANYM EXISTING UTIL ES SHALL E DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. A ALL EXISTINGG ELEVATIONS SHOWN ARE BASED THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. tE OF T\�111 f. RONnLo .1073 oiW� / ICENSE:2-^ IIIA S'ONAI Eas �eTexas Deportment of Transportaflon © 2024 urtw'MGK oivfiuo rEUE F-2022(675)rxo xI6810v JML ;� olwo M aaN o ao� T I SOO-UT-33322 avr RGK 0008 sE3ox 25, of I N N K DETAIL A SURFACE RESTORATION BY OTHERS III -I +- FINAL BACKFILL Imo+ ++95R COMPACTION + < 15' UNDER PAVEMENT TO +SR OF OPTIMUM+* J - �- ALL DEPTHS FOR RV+ MOISTURE CONTENT NON -PAVED AREAS ACCEPTABLE BACKFILL MATERIAL IN ACCORDANCE OATH h - SECTION 33 05 10 T I:+ 6"MIN. AND 12" MAX. — INITIAL BACKFILL GEENCH OTEXTILE 0� I� FABRIC -I JPP , I- CRUSHED ROCK PER SECTION 33 05 10 III III 6" MIN. AND —_ 12. MAX. - BEDDING — 12" MIN. TRENCH WALL CLEARANCE (TYP.) SANITARY SEWER TRENCH REPAIR (UP TO 16") NOT TO SCALE DETAIL B SURFACE RESTORATION BY OTHERS Ih -I —+ }+}+*+*+*+++++++ I FINAL BACKFILL +*95R COMPACTION*+* — /` < 15' UNDER PAVEMENT — * +* ALL DEPTHS FOR T17. + MOISTURE CONTENT —� NON -PAVED AREAS I I ACCEPTABLE -I BACKFILL MATERIAL IN ACCORDANCE WITH h - SECTION 33 OS 10 Ih+*+*+*++++*+*+ III"v"v"v"v"v"v"v"""v"v"v"v"v" vv, v �� IIvvvvvv vvvvvv, -I vvv = l_vvvvv vvv— Ila vv �I� v vv — �- JPpp�P CLSM EMBEDMENT IN --•`J v v v —ACCORDANCE WITH ' v v v '^ SECTION 03 34 13 - v v v v _ FROM BOTTOM AND I v v v v LIMITS OF LAUNCH v v v v v v v OR RECEIVING PIT — 'vvvvv vvvvv TO6"ABOVE v v`jvjJv`�v`�v'}v�`�v v v`jvfJv`jv`J,v vLI CASING PIPE OR TUNNEL LINER PLATE TO PROTECT END SEAL (SEE D-204) SANITARY SEWER TRENCH REPAIR WITHIN BORE PIT LIMITS NOT TO SCALE ISSUERECORDff SOUTHEAST CONNECTOR PROJECT xk NO. DESCRIPTION DATE r��cun nays SEC-S00-DT-Uf-333f3.dOn n D ��FSED FOR CONSTRUCTION OS/lTRp29 l NEEDS S PC SOUTH"POINT RELEASE FOR UTILITIES oRP1 CONSTRUCTORS CONSTRUCTION DETAILS TRENCH REPAIR A & B u�y tE OF T�101 �ho:,� 03DT3 piW� ICENSE:2-^ IIIA S'ONAI Eas �eTexas Deportment of Transportatlon / © 2024 v u�RGKx oivfiuo rEUE F-2022(675)rxo x16810 ; 5 owo Aa N o T I SOO-UT-33323 PePRGK 00D8 se13 5,e FULL DEPTH SAWCUT MID.) EXISTING TREATED - SUBGRADE (IF ANY) DETAIL C TRENCH REPAIR LIMITS CONCRETE BASE MATERIAL FOR TRENCH REPAIR PER TACK COAT — SECTION 03 34 16 PROVIDE DENSITY AND THICKNESS TESTING PER SECTION 32 12 16 TT I I + PART 3.6 I Ih++++++++++++++++++++++ -I+ ,+,+,+.+.+' '+ + _ I� ++9COM 5R PACTION+++ +* TO +5R OF OPTIMUM J RV+ MOISTURE CONTENT II ACCEPTABLE BACKFILL MATERIAL IN ACCORDANCE OATH SECTION 33 05 10 — ++ h - — T-11li++ + + + + +++�I 6" MIN. AND 12" MAX. -daf INITIAL BACKFILL DETAIL D ASPHALT TO BE PLACED IN TWO LIFTS I TRENCH REPAIR LIMITS FULL DEPTH SAWCUT EXISTING HMAC PAVEMENT CONSTRUCTION JOINT WITH SILICONE JOINT SEALANT PER 32 13 13-D518 (TYP.) JOINTING SHALL MATCH CLASS 'H' CONCRETE EXISTING LOCATIONS PAVING PER SECTION 32 AND TYPES AS MR.) SEE NOTE #4 EXISTING CONCRETE EXISTING TREATED SUBGRADE (IF ANY) 13 13 OR 'HIS' IF CLOSELY AS POSSIBLE DESIGNATED ON DRAWINGS SEE NOTE #2 PAVEMENT / („ •/ NOTE TO DESIGNER: }(N ;�..' FOR CONCRETE STREETS < 10 izzi zi SEE NOTE YEARS OLD OR PCI < 85, "X" SHALL EXTEND TO END OF �/� �� •�� PANEL, OTHERWISE "X" SHALL BE 12" STRENGTH AND UNDISTURBED THICKNESS TESTING —+ UNDISTURBED SUBGRADE SHALL BE PERFORMED h SUBGRADE PER SECTION 32 13 13 +++++++++++ FINAL BACKFILL —I+ ++*+*+*+*+* ++_ FINAL BACKFILL < 15' UNDER PAVEMENT I ++95R COMPACTION+++ /` < 15' UNDER PAVEMENT �- ALL DEPTHS FOR — * ; 2R TO +5R OF OPTIMUM * * - / - ALL DEPTHS FOR NON -PAVED AREAS T17. + MOISTURE CONTENT + NON -PAVED AREAS . ACCEPTABLE BACKFILL MATERIAL — + ++ - IN ACCORDANCE WITH h — SECTION 33 05 10-Fir—I+++++++++++*+*+*+*+*+*+ I1= Ih++++++++++++++++++++++:=I I+++++++++++++++++++++++ -- 6" MIN. AND +++++j(1) INITIAL BACKFILL TR INCH GE TEXTILE FABRIC 1� CRUSHED ROCK PER .j .FYI �I 6" MIN AND BEDDING 12" MIN. TRENCH WALL CLEARANCE (TYP.) SANITARY SEWER TRENCH REPAIR UNDER ASHPALT ROAD (UP TO 16") NOT TO SCALE TRENCH FABRIC �I CRUSHED ROCK PER SECTION 33 05 10 BEDDING 12" MIN. TRENCH WALL CLEARANCE (TYP.) SANITARY SEWER TRENCH REPAIR UNDER CONCRETE ROAD (UP TO 16") 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 JF FORT WORTH STANDARD SPECIFICATIONS. f.RONALD :KING....! ........... R3DT3 ICE.... -^ ('I .. M�ONAI Eas �eTexas Deportment of Transportatlon ISSUE RECORD , O ° 024 o I NO. D�_�j�RIPTION DATE �SEC-500-DT-1rt-3333a.tlgn ~� 0 ��ELIFASEDFORCONIRUC'iIDG 05/1T,z024 1 NEEDS SPC SOUTHEAST CONNECTOR PROJECT "„° °"6"° "°`;.ioz,6;s;T"° azD SOUTH"POINT RELEASE FOR UTILITIES aF`„ TE'E -T"'� aa'N "° DETAILS 0sI1TIz0za KA , W0 I1 o� CONSTRUCTORS CONSTRUCTION TRENCH REPAIRC&D 1R OF31 pvPRGK 000a SE 31°N z$eT I S00-UT-33324 = I N N X CSS BACKFlLL IN - ACCORDANCE WITH SECTION 33 05 10 TCEQ REQUIREMENTS: - 12" CSS ENCASEMENT OF MANHOLE - 160 LB OF CEMENT PER CY OF SAND 6" MIN. AND 12" MAX. INITIAL BACKFlLL CSS EMBEDMENT IN - ACCORDANCE WITH SECTION 33 05 10 TCEQ REQUIREMENTS:- - 12" CSS ENCASEMENT OF MANHOLE - 160 LB OF CEMENT PER CY OF SAND 6" MIN. AND 12" MAX. BEDDING DETAIL E —SURFACE R, IF MANHOLE. CONCRETE COLLAR PR ,)DID,N DO12, D218, & D219 •••••••••••••••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • t 1 t 1 t 0 • s • FINAL BACKFILL VARIES ACCEPTABLE BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 33 05 10 6" MIN. AND ;. 12" MAX. INITIAL BACKFILL , CSS EMBEDMENT IN - ACCORDANCE WITH SECTION 33 05 10 6" MIN. AND 12" MAX. BEDDING =f 12" MIN. TRENCH WALL CLEARANCE (TYP.) SANITARY SEWER TRENCH REPAIR AT UTILITY/STORM CROSSING OR PROP. MH NEAR EXIST. WATER LINE NOT TO SCALE DETAIL F SURFACE RESTORATION BY OTHERS -2% TO +5% OF OPTIMUM y++� + MOISTURE CONTENT +� ;°O0O0O0O0O0;o;0 Y r7p 000Op O W DETAIL) FULL DEPTH SAWCUT (TYP,) ASPHALT TO BE PLACED IN TWO LIFTS EXISTING TREATED SUBGRADE IF AN ( TRENCH REPAIR LIMIT? EXISTING HMAC TACK COATS CONCRETE BASE MATERIAL FOR TRENCH REPAIR PER SECTION 03 34 16 PAVEMENT :•,I III /III PROM DENSITY AND THICKNESS TESTING I_h ++� PER SECTION 32 IG 16 _ PART 3.6 +, UNDISTURBED III+ �—I SUBGRADE FINAL BACKFILL +}+++++++++++}+}++A - FINAL BACKFILL < 15' UNDER PAVEMENT -I+ + 95.E COMPACTION + /` < 15' UNDER PAVEMENT �- ALL DEPTHS FOR — h 2% TO +5% OF OPTIMUM++� - / - ALL DEPTHS FOR NON -PAVED AREAS �-+ MOISTURE CONTENT `� NON -PAVED AREAS +JII ACCEPTABLE ++ + + + + + + ++ III BACKFlLL MATERIAL IN ACCORDANCE 0 II -I SECTION 33 05 10 II -I+++++++++++++++++++++++ ++ i - -O 6" MIN. AND OO- OO- -O-O"OI 12" MAX. III O O O�O�O INITIAL BACKFlLL'080 00 _ II Or(7 0000 —_C) O II_ TCEq REQUIREMENTS: CSS EMBEDMENT IN I I�0NCE NTH —1 0 OD _ TCEq REQUIREMENTS: NEW SEWER PIPE OF SECTIONACCORDA33 OS 00 00NE W SEWERPIPE NT OF CENTERED ON WATER PIPE O pQ/-I CENTERED ON WATER PIPE - EXTEND CSS 12" — O ,IjL BE EXTEND CSS 12" PIPE BEYOND NEW SEWER PIPE JOINTS, EACH END I 00 00D0— JOINTS, EACH END - 10% EACH MIXTURE, 6" MIN. AND O/�O 0000 L _ 10% CEMENT MIXTURE, BASED ON LOOSE DRY ` r.O O O O O O O O BASED ON LOOSE DRY WEIGHT VOLUME 12 E MAX' I �jO/'� O O O O O D WEIGHT VOLUME BEDDING �` _ � � 12" MIN. TRENCH WALL CLEARANCE (TYP.) SANITARY SEWER TRENCH REPAIR AT WATER CROSSING NOT TO SCALE =f 12" MIN. TRENCH WALL CLEARANCE (TYP.) SANITARY SEWER TRENCH REPAIR AT WATER CROSSING UNDER ASPHALT PAVEMENT NOT TO SCALE u�y tE OF T�101 >e f.,RONALD G:KING....! rho:, 91073 oiW� ICENSE:2-^ IIIA S'DNAI Eas ��®Texas Deportment of Tronsportotlon iQ ISSUE RECORD , O ° 024 o I NO. DESCRIPTION DATE �SEC-500-D'I-lfr-33335.dgn ~� D ��FSEDFORCONIROCTION 05/17/2024 1 SOUTHEAST CONNECTOR PROJECT "„" "� ,-ioz,6;sazNEEDS SPC �� °ram °° SOUTH"POINT RELEASE FOR UTILITIES aF`„ TE , v.TN';H TARTAN "° CONSTRUCTION DETAILS os ,aD4 o CONSTRUCTORS TRENCH REPAIR E, F, & J z0 .133 pvPRGK 0008 SE 31°N ae T I S00-UT-33325 I DETAIL G SURFACE RESTORATION BY OTHERS ++ +++++- FINAL BACKFlLL - + ++95.� COMPACTION+++ /` < 15' UNDER PAVEMENT _ } 2R TO +59 OF OPTIMUM++T I- / - ALL DEPTHS FOR - + MOISTURE CONTENT `� NON -PAVED AREAS +JII ACCEPTABLE ACCEPTABLE Ar BACKFlLL MATERIAL * BACKFlLL MATERIAL -I IN ACCORDANCE W1TH + L IN ACCORDANCE WITH SECTION 33 05 10 - - SECTION 33 05 10 I I- ++++++++++++++++++++ I1= -1 I.I +++++++++++++++++++++++J II li 6" MIN. AND ^" + + + + + + + + + + + 12" MAX. + -I 2" MIN. / INITIAL BACKFlLL I UTILITY SAND PER — — SECTION 33 OS 10� 6" MIN. AND 12" MAX. — 2" MIN. - INITIAL BACKFlLL - lilllllilllllilllllilll(Ilill 6" MIN. TRENCH WALL CLEARANCE (TYP.) SANITARY SEWER TRENCH REPAIR FOR CASING INSTALLED BY OPEN CUT NOT TO SCALE ISSUE RECORD I NO. Df. RIPTION DATE 0 ��ESED FOR CONSTRUC110�J U5/1]R024 DETAIL H SURFACE RESTORATION BY OTHERS -------- „) .Ii *•III NA BACKFlLL COMPACTION+++ +- } < 15' UNDER PAVEMENT 2% TO +5% OF OPTIMUM * - ALL DEPTHS FOR i + MOISTURE CONTENT IIIACCEPTABLE NON -PAVED AREAS / * BACKFlLL MATERIAL IN ACCORDANCE WITH IL -I +++++++++++i SECTION 33 05 10 6" MIN. AND 12" MAX. INITIAL BACKFlLL TRENCH GEOTEXTILE FABRIC CRUSHED ROCK PER SECTION 33 05 10 SANITARY SERVICE TRENCH REPAIR NOT TO SCALE 6" MIN. AND - 12" MAX. BEDDING . DETAIL I 2" HMAC OVER 6' FLEXBASE PER SECTION 32 01 18 ++ ++95% COMPACTION+++ + -2R TO +5R OF OPTIMUM )/++ MOISTURE CONTENT FINAL BACKFlLL < 15' UNDER PAVEMENT - ALL DEPTHS FOR NON -PAVED AREAS CRUSHED ROCK PER SECTION 33 05 10 12" MIN. TRENCH WALL CLEARANCE (TYP.) SANITARY SERVICE TRENCH REPAIR UNDER TEMPORARY ASPHALT PAVING (UP TO 16") NOT TO SCALE NEEDS SPC SOUTHEAST CONNECTOR PROJECT I5Et"A067L 3332,dlx SOUTH RELEASE FOR UTILITIES DETAILS CONSTRUCTORS CONSTRUCTION D" K.13l TRENCH REPAIR G, H, & I >.u `E F .*. a, rho:- 81073 oiW� ICENSE:2-^ IIIA S'ONAI Eas �5iiillllleTexas Deportment of Transportatlon © 2024 urwRx a oivfiuo rEUE rxo x16820v F-2022(8)5) a j TZ5 "WO;H aaZN o ao� T I SOO-UT-33326 PePRGK 00D8 se 3iox 217 R, I N N X ORT WORT ISSUE RECORD NO. Df- RIPTION 0 �IIFLEASED FOR CONSTRUCT16 TYPICAL PROFILE CRWND WALE. TPWEAIiLLCHL� DTII TYPICAL SECTION CITY OF FORT WORTH, TEXAS TRENCH WATER STOP PIPE BACKFILL PER ECTION 33 D5 1D {t444 4 8 ILL N1T1 CLSM UNTIL ENTIRE DIAMETER OF PIPE5 FILLE. TO PREVENT INn—ATON BApKFILLPTABMITI p CCEEo v v v v v v BA PER vvvvvv SECTON J3 05 t0 ER SECTION 3333 0OS 10 v 1141 PIPESTo BE vvvvv ovvv vvv vvvv �ABANOONEO jIIPLUG EXISTING PIPE BULKHEAD TO SECTION PER RETAIN 0334 13 CLSM REVISED: 111-31-2012 33 05 10-DO06 DATE curTrNEEDS SPC 05,17,2024 SOUTH"POINT RELEASE FOR CONSTRUCTORS CONSTRUCTION FLIRT biff CITY OF FORT WORTH, TEXAS REVISED OR31-2012 _ � PIPE ABANDONMENT PLUG 02 41 14-DO07 M" tE OF .. f 2,RONA o KI��....! ICEN5r.:2-^ h111M�SjOr.NAI�.a+ O �eTexas Deportment of Transportatlon © 2024 SOUTHEAST CONNECTOR PROJECT E=s��D]--3112].dR° ° W„°" RGK O1 6 ° 11.1-1.1� `1NO F-2022(675) WAY NH 1-820 UTILITIES IFFE LRU ,E °"'^'R as ="E DETAILS 0s11TI0za %AS LmN °NtR° RVPRGK �0008 FF. WORTH sER,°„ N °a T I SOO-UT-33327 D006 & D007 22 OF 31 1 13 21 R, I N N X PLAN VIEW PROPOSED PMAC E.SR.R xMAc P VEMENT REPAIR PAVEMENT AVEMENT REPaR PER EXIS PAGVEMENC ASPHALT PAVEMENT 2• MIN. ///---CONCRETE COLLAR ME AND COVER AS TRENCH REPAIR DETAILS / (.�) AS REQUIRED `INDICATED IN TIE DRAMNGS S INDICATED IN THE �( DRAMINQS FORT T�H, ISSUE RECORD NO. Df. RIPTION 0 ��FLEASED FOR CONSTRUCTIOG 1. THIS DETAL TO BE USED ONLY WHERE SPECIRED ON THE DRAWINGS IN SECTION VIEW 0 VAULT IN TIE SAME LLOCDANON. 2 MEASUREMENTS ARE TYPICAL FOR ALL E1 MBLYMANHOLE/VAIIT UD AID SEPARATELY FRgA MANHOLE R CITY OF FORT WORTH, TEXAS REVISED: III EXISTING HMAC PAVEMENT REPAIR AROUND MANHOLE (CONE) 33 0513-DO10 '1CUT IoNT ', PANEL g ,,A BANG ND a r rbo VEaFDN�EMIENT ,--�-� NE —AT ON AT 1ER aFLINT �� \\ O ORBINT �MT,EN LINE —LAI 'All >r 4 A, — S wCUT 1011T = TO NE%T PANEL PLAN VIEW PROPOSED CONCRETE EX NS� FOR CONCRETE PAVEMENT REPAIR STREETS CONSTRUCTION JOINT OONC1NRENT 0 YRS OU) REPAIR PER 32 13 13—D511 ENTIRE PANEL, BAR SPACING AND r E%ISTNG PCONCRETE 1 VENENT+II OTHERINSE 3- MIN. (TYE) / FR ME AND COVER AS INDICATED IN THE ORANINGG `!/// PAVEMENT THICKNESS SHALL BE PER CONCRETE PAVEMENT TRENCH REPAIR DHETALRAA NGGDICARED IN EO W( G:}.<;n..,�_.,A...:r,•-`�:%W%/////////O .t,i:._..... 'E%ISTNGJ- SUBGRADE - `•••••"T^ ;•; �•; —FOSITE GRADE RINGS OR USE URQILAR SONITUBEULT MANHOLE OR ;hjrs� / ':'. y FORM (NO CONCRETE SFAOE ;• % DRAMNGBR GUREATEED z MNGS) ACCEPTABLE B—nU- DRA.Ncs REQUIRED BY 33 OS 10 / NOTES SECTION VIEW 1. T1"I'G, °ETA;;m eE usm mu: 2. ALL MEASUREMENTS ARE TYPICAL FOR ALL SIDES OF MANHO- /VAULT E D ASSEMBLY. SS THAN 10 YEARS IXD ENTRE PANEL GHALL BE NEPLACEO, OTHERIWSE E CONCRETE SHALL EXTEND A MINIMUM OF _� I \k(' BEYOND 3' BEYOND MANHOLE IN ALL DIRECTIONS. 4. CONCRETE PANNG SHALL BE PAID SEPARATELY FROM MANHOLE. -. I, j�SP. •••••••'• fY � Y' :..................:...% {xr FOR_ T WORTH CITY OF FORT WORTH, TEXAS I REVISED: 09-09-2022 �d RONALD. ON. _ EXISTING CONCRETE PAVEMENT REPAIR I l� o., r81073 ^. AROUND MANHOLE (CONE) I[ 33 05 13-D012 " h((�oSEy 'rz�'w0 ��®Texas Deportment of Tronsportotton © 2024 DATE r■■■F4{f, SOUTHEAST CONNECTOR PROJECTILE=am„ °"° `E°E"^`A'°`�IE`T"°„°A 05/DATE M S00-D]-LR-33328.tlgn u�rv" ° 8 F-2022(8]5) 1-820 NEEDS SPC SOUTH"POINT RELEASE FOR UTILITIES RFP1 _IRL. `E'" °''T as N N %AS 1 WORTH CONSTRUCTION DETAILS 0";-0. I S00-UT-33328 CONSTRUCTORS DO10 & D012 23 GF 31 RGK U 08 3°N 1 1211..R, I N N X N N X UTILITY COLOR TABLE _ C P UTILITY COLOR U "POTABLE ^rvWATER /"� BLUE T P CELLULARRECLAIMED PURPLE U I nrRi.-CAR SPACE aC.A T L 1. G RR CE Ep RRIEIN CA IPE PPE ORESANITARY PER BEONWATER I L T.NNNEL LINER PLATE. BUT � SITE gCEIN SEWER GREEN I I I ACH.EVH PROVARPOSED GRADDE�ONTO PS PER 33 05 24 STORM T 2 CASINGGPN MEET SANITARY SEWER PIPE DRAIN RED O N MINIMUMATOM ry REQUIREMENTS. LARGER CASING WITH STEEL CASING Y E �BOUI AS INDIC AIR AS INDICA ED Iry RAE MAT SED 21' POST CAP WITH COLOR AS PER UTILITY COLOR TABLE IDE WARNING LABEL ON BOTH SIDES N pSING 9RE5 BENCB AA O�W FAYRR GAI H&uNTM ALLAnON NNEL LINER TUNNEL LATE OUTSIDE DIAME ER FORTWORTH CARRIER MOUNTEDPRE ION NLNTELI LINER IS 7) SqD SIDE DAMETER 1 —1 "' COLOR AS PER UTIUTT COLOR TABLE. vLEASE ULL' 392-4477 16�7� CELLULAR BWnNG IN ANNULAR SPACE PER SECTION 33 1' APART STARTING PLLAs uu 392-6296 IRON 'C" CHANNEL 05 24 E.BELOW CAP. 4 ,TIN TU ING ANGLE IRON 9OD5 (N GROUT BOTTOM ALLOWED) UTILITY WARNING LABEL N.T.S. SANITARY SEWER PIPE 36" AND LARGER WITH TUNNEL LINER PLATE NOTES: 1. MARKERS SHALL BE REQUIRED FOR ALL POTABLE WATER, RECLAIMED WATER. AND SANITARY SEWER LINES GREATER THAN 12", 2 IN AD BON LL BE DREQUIRED — STORM DRAINS WNEN 1. PLAMCE AJORRKERATHET EN RI -NF OR.S'NEG AND DRAWINGS UTI n059N AS DIIN 2 AN �YF FUR I CITY OF FORT WORTH, TEXAS I REVISED. D831-2012 UTILITY MARKER POLE I[ 33 05 26-DO16 CASING PIPE SCHEDULE NOMINAL wR 38 Pvc DI CARRIER FlBERRASS CARRIER PIPAER BELL MIN CASING PIPE BELL MIN CASING MIN CASING PIPE SIZE MBELL BTEEL ID GO STEEL IO CDIPUNGPIOD B1EEL 10 e- AZ9 20- 11.16" 2T - - 10- 12e- 20- 13.15- 21 - - tr u 4..' 21 1-2- 20- - - 15- 1].652- 21 _ _ 18- - - 19.8- SO" - - 1B- - - 22.16- 36" 21.1 XI" 20- - - 24.28- 3B- 23I 30" 21- 24 2e 50 42 . - I - n.e- - - - - ar I 2r - - - - za.e- 42- 3e- - - 61.5 2] 6D 48 s 80- TUNNEL UNER PLATE SCHEDULE NOMINAL IPI CARRIER S FIBERGLASS CARRSIZE P E BELL NOMINAL 1LP �CAoRRIERG PIPE 40MINALGO 1LP P 18- 22.1.- 48' VX 48- 24- 28.50- 48- 21.8- 48- 27 - 48- 29.8- 48- 1 34.95- 52"52- 40.2- 52 - - - - 80- - - 65.5- BE" BB-B- - - - - 106- 9D- - - 97.8- n4- 96- - - 103.1. 118- STALLATION ORT WORTH I CITY OF FORT WORTH, TEXAS I REVISED: OS31-2016 SANITARY SEWER CARRIER PIPE IN IN STEEL CASING AND TUNNEL LINER PLATE 33 05 24-D203 M" tE OF T�1111 .lT..... .... .:KI........ ICENSE:2-^ Mllllhs'ONAI EMs O ��®Texas Deportmentof Tronsportotlon o qI ©D2024 p ISSUE RECORD QA� ff SOUTHEAST CONNECTOR PROJECT NP x " ry y NO. Df5(:RIPTION DATE •■•curTT.„ni I SEC-S00-D]-Irt-33329.d9n uca �x vu rEPERUAIP vxolEcrxo 'HOA 0 �kELEASEDPORCONSTRUCTIO Os/1]I2024 r••• 111 NEEDS S PC l �� Wx sTaTe oISTRF�2022(fi]SOIO-820 SOUTH"POINT RELEASE FOR UTILITIES aF`„ a TEAS F-To;. TARRAN NO CONSTRUCTORS CONSTRUCTION DETAILS 05A'z1; OF31 RGK oua IM-N se D016 & D203 T I S00-UT-33329 I� KI N N X A---j A PLAN VIEW RE-cnsT OR [fiE N 10/2-208 SECTION A —A s6cnON D3 30 Do N 1. DPW u0N0umiCA"S, H BE PWRED CASs -IN -PUCE BENCH, OR D"MID E ORE _ 1ow xEE 1 oo NEDLGREATER TNAN 2tINIRED PER µBieRTO/T ozoe THAN Fr.Af� ae i EMGR'-a E .Al OF 'Y OR e' io%zo Dias DMENT «p W�/iliif�i —ION 33 D6 ,D UMITE OF I-- OR EN RPLATE 7. O- END DEAL AS INDICATED.ON ° I. '�Es°NNEIT DIi L eE s eD n°R P10 ERID2 - CAANO E,PE //` NE� POR LATENNE N / `SPACER z NAK'T" y ND / BPS N° B N OF ANNuuR SPACE SHA Au 6 N COTO � (rn j AB' �vo uR�: cAsuc � 9PImA8 EN4YHFER� FOR ICITY OF EORT WORTH, TEXAS I REVISED: OSai-2012 SANITARY SEWER PIPE IN STEEL CASING 8 TUNNEL LINER PLATE PROFILE I[ 33 05 24-D204 FORT WORTH CITY OF FORT WORTH, TEXAS REVISED 08-31-2012 3339 eP ,. O �% Fj991 �� HYDRAULIC SLIDE :• *y, 10/20-D207 .:....... ...............4, KING i •RDNA.DG • i �yho:•� / ICENSE:2-^ 1'�A s'ONAI Eas ��MeTexas Deportment of Transportatlon © 2024 ISSUE RECORD NO. Df5(^RIPTION `1ff DATE I •■•cun SOUTHEAST CONNECTOR PROJECT Rk J SEC-S00-0)-1rt-33330Ag„ „„'POK """ "°`R"A'°`R°"`TN° "°A 6 ° F-2022(6)5) I-o20 D �kFLEASED FOR CONSTROCTID 06,1)RO24 TW 111 rT n SOUTH POINT NEEDS S PC RELEASE FOR N UTILITIES aFE„ �W„ L„2%. I TE�,B 'wo N Taa N NO T CONSTRUCTORS CONSTRUCTION DETAILS °;'=',oF33 _ ' °R`R° `-.. .. I S00-UT-33330 NPPRGK c000B D207 & D204 1 13 25, K I NOTES: T. UNIFSS OTHERWISE INDICATED IN THE DRAMNGS, 4'0 I MANHOLE TOP SHALL BE PER MANHOLE FRAME. COVER AND MANHOLES SHALL BE USED FOR 21" AND SMALLOR DNA E RING DETAIL AS INDICATED IN THE DRAMNCS SANITARY SEWER UNES AND TO MANHOLES SHALL BE USED 2 FOR CAASBAICN-PLL LACE N NOES. CURE ERFOR THREE DAYS 24' UP TO ]8' —TARY SEWER LINES BUO 'REUC 3. IF SOIL CONDITIONS ORPGROUND WATER PREVENT USE OF B. TO STANDARD MANHOLES SHALL BE REQUIRED FOR 90- COARSE AGGREGATE BASE A 2-INCH MUD SLAB MAY BE BENDS ON W SANITARY SEWER ONES. SUBSTITUMD. CAST IRON HINGED DOS SHALL BE REQUIRED FOR ALL I14 PLACE CONCRETE SHALL BE PER SECTOIN 03 30 9 SANITARY SE— MANHOLES MTH A RIM ELEVATION 4 OCAOST GREATER THAN —INCHES ABORE NATURAL GROUND. —FIM TO 6. DOENOT MPE JOINTS OR CRAGE RINGS MTN CROUT, MORTAR REFER TO MANHOLE FRAME, COVER AND GRADE OR CEMENT RING DETAIL. PRE —CAST CAST —IN —PLACE ±+, FER TO PAVEMENT +++ a 3(TYP.) a MIN. I �1J EP IR AROUND HOE DETAIL + + W ++ �' ♦ ACCEPT— I 11 +COATING INMDE EXTERNAL I ACCORDANCE AS1M G. AN. BACKFILL AROUND.. MANHOLE (TYP.) PER' • SECTION 33 OS 0.`♦ ♦i♦ r RUBBER R SNETS AT LL ECA$T 1 D4269 I .. 1 I 1 + +.' +++, ++��'' ! JOINTS S• MIN. FOR 4'0 8' MIN. FOR 6'P I a MI _ Y IN. FOR TO ++'�" 4', AS INDICATED T OR 6' I N THE ORAMNGS APPLY INTERIOR - +�•,<'i `+`a `a`•` ... PIPE CONNECTION IN ' : SECTONDµ33 39 3 aCE + +++ EMBEDMENT SMALL+BE s. SAME AS MAIN (TY1) SLOPE BENCH OWARDS A OONNSTREAM1 PTEORROSI RF REO'DPER I SE:,CTON 33 39 GO J+}+p�DgN.TM N / t0 PER SECTION ]3 OS 10 + + + .L DIRECTION I GROUT ++C14ON+J:39 i `a ARWNO < ADJUST GI W/0 FLO.N. ANHOLE BASE oS to PER SECTION 33 OS 10 NOT S: ' GOVER AND GRACE RING DETBE PERAILAASMN"NDIGATED IN THE DRAMNGS 2. CLSM OR CS S BACKFILL AROUND DROP PIPING SHALL BE A MINIMUM OF 24' IN All DIRECTIONS 3. NO ANHOE O LL PLUG SHALL BE PLACED ON TEE. DROP MS SHALL REWIRE CORROSION ++CRUSHED R. . �(y}/♦}+E�M�ONMENT PER ` f'/1 t REFER TO P—MENT REPAIR AROUND a MANHO£ DETAIL. :] MIN. 2'+ °Opp rMA. 6' SWEEP EE \Y p E%CAVATON // v ••' + UMI15 ��j p ♦aa+++++ v CLSM ON CSS \ v v v ' {• +a+MANHOLE PER 33 DROP PIPEGROUT FlLL TROUGH •r v' ♦ 10/20-D2D8 EMBEDMENT \ TO O PER SECTION IREFLOW 33 OS 10 POI TCOF PIVEON O SDR-261 • _ - ........ - v .....:.:...:.:..... .. _ _ i...:.-::iii::r::D::::::... REVISED CITY OF FORT WORTH, TEXAS 12-11-2121 CITY OF FORT WORTH, TEXAS REVISED: 11-15-2121 STANDARD SANITARY SEWER MANHOLE ORTWORTH33 39 FOR-10%TH STANDARD 4' DIAMETER DROP 3339 i SANITARY SEWER MANHOLE 10I20-D208 10I20-D209 ISSUERECORDQA� ff SOUTHEAST CONNECTOR PROJECT DM NO. DESCRIPTION DATE r��cunTn na:s I SEC-S00-DT-LR-33336.d9n n 0 ��FLEASED FOR CONSTRUCTION OB/1T12029 l NEEDS S PC l SOUTH"POINT RELEASE FOR UTILITIES oFP1 CONSTRUCTORS CONSTRUCTION DETAILS 05'l z's oF33 D2& D209 f.RONALD KING! .......................... o,< 91073 a;W� / ICENSE:2-^ �1'(A�sjOr.NAL�Rgas O �eTexas Deportment of Transportatlon © 2024 u�RGKx oivfiuo rEUE F-2022(fiTS)rxo NI6820Y IRL PeP„o" lR R,AoEKAS owo ARNT s3x S00-UT-33331 RGK 0008 25et N N X I I PRE -CAST I CAST-IN-PLACF- ER AROUND MANHOLE SECTION 111 ID I R1111 TO MANHOLE FRAME, COVER AND GRACE PER SECTION 33 05 10 ETAL 13 PE CST zH' § I FAT TOP. WND NANHOE DE' PRE CAS OR 11�� J LE _ I 4'-0• DIA. PROKNDE (TYPT I pOR : 'CAST IN MANI ER 33 39 10/20-D: IN RUSHED ROC KT- MANH— BASE (TYP.) PER SECTION 33 05 10 ADJUST GROUT INERT- W/0 FSETBOWL ATCH PIPE NETO ASNEEDED 1 8• MIN. ` 12• MIN. 1. NOTE.MANHOLE TOP SHALL BE PER MANHOLE FRAME. COVER AND GRADE RING DETAIL AS INDICATED IN THE DRAWINGS. 2 IF SOL CONDITIONS OR GROUND WATER PREVENT USE OF COARSE AGGREGATE BASE A 2-INCH MUD SUB MAY BE SO STINTED, 3 SHALLOW MPNHOLES SHALL ONLY BE INSTALLEG WHEN APPROVED BY THE WATER DEPARTMENT. 6' RIGKT-OF-UNE (� BARS aQ •'.Y, C—R \ m (Px FOR DEVELOPMENT, CAP RISER 1' BELOW GRADE (CAST IRON). K W/REDTAPE — CITY OF FORT WORT STD. CIEANOUT W/CAST CRAOp OR POLYETHYLENE GOLD REQUIRED JOINT l/ STANDARD KWAtt� PARKWAY r/FT. PRESENT OTHER.BESPWG END. 6• MIN '. u.0 E SE. OR PROP. 8• MIN SEWER SVC 8• MIN �• STAINLESS STEEL BOLTS B•�AINLESS STEEL WYETHTLENE 1,8• � r 1.5'IRON -� 0-RING 1�0-RING CAST IRON PWYErnnn+E ].5• ].5• PIPE BELL OR L RUBBER N S.E. COUPLING PVC PVC OR DIP PVC �F 7 uT W/ss ORTWORTH / \ STANDARD TEE `CRUEHEO ROCK EMBEDMENT P1 i PER ECFON 33 05 0 P0.YETHYLENE CAST IRW CLEAN $1 0 GIEANO T WND AND CWARD MUST BEREIE :1 CWOtETE COlAR T BE CONPIETELT SWWIETELY INSIDE OUTSIDE OF SIDEWAIN DRIVEMAT RIGHT -OF -WA LINE RIClIT-OF-WAY ONE SIOE�ALK L1 SE1E}IALK DRII-1 CURB k WRB k APPROAGN CILEANOUTuyECESy� Ys ST u[Y.JLLML`EWEwpv GUTTER TREET SE�_MAIN _GW18E IS�WTTR CITY OF FORT WORTH, TEXAS I REVISED: 11-11-2021 SANITARY SEWER SERVICE 33 31 50-D214 FOR I CITY OF FORT WORTH, TEXAS I REVISED 72-01-2027 SHALLOW SANITARY SEWER MANHOLE I[ 3339 10120-D210 ISSUE RECORD ff SOUTHEAST CONNECTOR PROJECT Rk NO. D�5(:RIPTION DATE rwo��cu SEC-S00-DT-UT-33332.dgn 0 � ELEASED FOR CONSTRUC'iIDG D5/1]R024 l nays NEEDS S PC SOUTH POINT RELEASE FOR UTILITIES RFDS CONSTRUCTORS CONSTRUCTION DETAILS D210 & D214 tE OF T\�111 .lT,RONAli KI......... / IOENSE:i�G h11jM�SjOr.NAI�.W+ O �eTexas Deportment of Transportatlon © 2024 oivB N6Y FEDE F-2022(6]5)rxo I820 IR L =E ' RTol=.MRH = ° %AS .WO ao� I S00-UT-33332 PePRGK DOOR se 3°N 25, of N N X PROPERTY/RO.W. LINE MEIRN AS INDICATED IN THERDRAWINGS SEGTON JS 05 10 . ', cLEaN Y TEE RBE 0� 1�'%EXST LINE SIR — LINE PER SO- PAST]THIS POINT NUSE \ \\ E THIS SERNCE ONLY / CITY RE RSSON OF FORT WRN=THOM THE UNDISTURBED SOIL�[1f..CLEYW1_'YL15CD CIEANOUT WALD AND CONCRETE COLLAR MUST BE EITHER COMPLETELY INSIDE PROPERTY/R.O.W. LINE OR OUTSIDE GE SIDEWALK EIDEWALH SIDEWALK IIIPROPERTY/R.0 W � LINE I DRIVEWAY I /PP ROACH CUR�TREET STREET DRY VEWAY PLAN _ IN NCNN-P SKo P—) AREAS FORT WORT I CITY OF FORT WORTH, TEXAS I REVISED 0&31-2111 DEEP SANITARY SEWER SERVICE I[ 33 31 50-13215 HIS DETAIL TO BE USED ONLY WHERE PECIRED ON THE DRAWINGS IN OMBINAIHON WITH PROPOSED IANHOLE OR VAULT IN THE SAME DCATOA. HLY RAT TOP MANHOLES SHALL BE LLOWED FOR UNIMPROVED SURFACES ONE MANHOLES WILL NOT BE LLOWED. LLMEASUREMENTS ARE TYPICAL FOR SIDES OF MANHCLE/VAULT UD SSEMBLY. IANHOLE RSHALL EXTEND TOP SHAE%TEND 6' IIN TO 2e MA% ABOVE HIGHEST DJACENT UNIMPROVED SURFACE MEN RAISED MANHOLE IS INDICATED I THE DRAWINGS —DE REINFORCEMENT TYING OLLAR TO MANHOLE MERE POSSIBLE, RING AND FRAME LAY BE INTEGRAALLY CAST INOTHER NTOOFLAT EDANG DP, IREN— ARE MET HEN SPECREO PLAINS, CONCRETE %LLARS SHALL BE POURED TO TNNTS OF CONCRETE RAT TOP A= IDLE SHALL BE FLESH — N AVED AREAS OR AS O CATED ON HE DRAWINGS ONCRETE COLLAR S A SEPARATE AT ITEM IN UNIMPROVED AREAS PLAN VIEW NIMPRONED SURFACE ECONCRETE REFER TO MANHOLE 6' MIN FRAME. COVE A y' CHPNFER r2. M. REQUIRED GRADE RING DETAIL. • /( ) . + MIN /,...f.MANHOLE ORILLm BNR50r p DRAWNPE MANHOLE CONE ,t ]' MIN. BOTH DIRECTONS. SEE yi:.. OlE6 ttt = y RAISFD SECTION VIFW V1 CONCRETE TE- R TO MAN"ECOLLAR FRAME. COVER AND 6. ,y REWIRED GRADE RING DETAIL MIN. \ T.: t,t (A) gA BARS DRILLED :h MANHOLE OR VAULT INTO MA.— CONE J' DRAWINGS A IN. BOTH MRECTONS, L I SEE NOTE 8 ' MIN. ACCEPTABLE BACKRLL OR RE WIMIN DSS FI USH SECTION VIEW OR CLSM AS REEK By DRANGS PER SECTION 33 OS 10 `i' FORT WORTH I CITY OF FORT WORTH, TEXAS I[ I REVISED 5 2D21 FLAT TOP SANITARY SEWER MANHOLE UNIMPROVED SURFACE 33 05 13-D218 ISSUE RECORD ff SOUTHEAST CONNECTOR PROJECT DR NO. D�5(:RIPTION DATE I r��Eun uEsEw,i nays SEC-S00-DT-UT-33333.dgn 0 ��FLEASED FOR CONSTRUC'iIGG 05/1TR02W NEEDS S PC SOUTH"POINT RELEASE FOR UTILITIES oFP1 CONSTRUCTORS CONSTRUCTION DETAILS Osnzs OF31 D2& D218 fTRONALD :KING....! ........... o,< BJDTJ / 4ENSE:2-^ �('�A �sj'Or.NAI Eas O �eTexas Deportment of Transportatlon © 2024 RGK u�x oivfiuo rEPE F-2022(675)1xo NI6820Y IRL T_5 Iwo ARRAN o T I S00-UT-33333 AePRGK 0008 se 3iox 217 t, I N N X PROVIDE HINGED PANE AND COVER BE INDICATED 11 THE DRRAAWN BE ON I) A115 ON IN WWROA NONE. DOWNSWATER' OR 'S4NITART BEMFR' AS G_NATEO AEONO ALL FRAMES AND COVERS SHALL REQUIRE nD 13 FORREE. O FRAME5�91A1GH'1 AUGAtE- MNIMUM"E"—GHN OPENING nEGUIRE>"F`sOR Au BAN' TER THAN'XI xcxE eon :aiu"aniDO NOT AXPE — OR OF— GROUT. WATER -TIGHT HINGED FRAME AND COVER T THE MAXIMUM HEIGHT OF GRADE RINGS MAY EXCEED -INO ES V.HW APPROVID BY THE PROJECT MAxAGTHE IXFROW OF i�E%0MO=MGMMA`l.`NST" THE CITY T W F PAVEMENT DEPTH AND EE—E RwOSNPOIES REGARDLESS OF THE HEIGHT OF GRADE G. THAL"x 2HNplEi NOT PROTRUDE ABOVE GRADE MORE 9. THE HiNGGE" Is TOWARD wuaAwGiRunc"IEu L Ix"I1EU OF GR of RINGS. CIRCULAR FORMS, 10. CONMETE GRADE RINGS ARE HOT 'GRADE REFER RµEPAIRRAAROUN PA I-1, ORIDIT ENT u nsaRilieo ,-T� 3 IF OF FORT RED GNcouLM"ING TRA_ FRAME AlIMUM Baow o u..aE ro. 9 —r �JTARY s�� M PER DRAPANGG .� CIROU 1 FORM / OO CLEAR Mlx nnxmVs_ .. A STANDARD FRAME AND COVER / accOMMExonnaN, FOR x I CITY OF FORT WORTH TEXAS I REVISED 12-01-2021 SANITARY SEWER MANHOLE FRAME, I[ COVER AND GRADE RINGS 33 05 13-D219 ISSUE RECORD I NO. DESCRIPTION DATE I D LEASED FOR CONBTRURON OS/1)2024 NEEDS SPC SOUTHEAST CONNECTOR PROJECT IlEC_soo-G) 33334.dGx SOUTH"POINT RELEASE FOR UTILITIES RFc CONSTRUCTORS CONSTRUCTION DETAILS ""2B.1 D219 11 OF tE OF nA01 f'....... .......... B1D73 oiW� ICENSE:2-^ ILIA S'ONAI Eas �eTexas Deportment of Transportatlon © 2024 urtw'R K oi.BA o rEOE F-202i(fi)3)rxo NI6RH.E]Ov a jT`E -.. as N 0 %AR WOR H ao I SOO-UT-33334 avr RGK 0008 sA 3iOx 5,ef I N N X P—Im w.vanax ecee�e�Y�ae��J 1Ewunv �m e w/auxc 1 ew sm+ ORNEWAY E%PANSION OONSTROOTION`JOINT H (BEIWEEN EXIST S PROP I CITY OF FORT w,„a �a�• �.. ORTH I CONCRETE RESIDENTIAL DRIVEWAY i TEXAS REVIBED: 12-01-2021 FORT t1 �li■!� APPROACH WITH RADIUS 32 13 20-D528 - ASPHALT PAVING �T)Nft _. wv.a •�:.w "' Y '• "�\z ' .^.i, w.�•z.•• k, iij� .na.. ..w IT I°?•. MM.-Ames PIS Ieicaf e nF3 ¢ ,!„!�"/ �j h�F:. a,.ewume ra�c IE31 s uz mas CITY OF FORT WORTH, TEXAS STANDARD CURB AND GUTTER OR tE OF nA01 f',...... .......... R11373 oiW� ICENSE:2-^ IIIA S'ONAI Eas REVISED: 03-70-2022 32 16 13-D534 ��®Texas Deportment of Tronsportotlon © 2024 o I ISSUE RECORD NO. DESCRIPTION DATE I. SEC-500-DT-UT-33335.dgn D NSEDEORCONST'DESN D„TaD24 4 SOUTHEAST CONNECTOR PROJECT W„„ " "� "„`F-20226;s)T"D 820 NEEDS SPC �� ol=T.IR OD SOUTH"POINT RELEASE FOR UTILITIES aF� TEw WORTH TARN „ CONSTRUCTORS CONSTRUCTION DETAILS o=%=3/poF3 --ERGK ooa 3�" s D528 & D534 T I S00-UT-33335 I� I i -1 I al F I EXPANSION JOIN �r LxxE.xx eal�oov W,.r<� I II s sccnaN M SECnON NE SNEWBMS t� �em. m xmma wnex maram an 11 *f R �xa a TMe � CLAN REINFORCED CONCRE I .wx„a/•r.a.. r,.. a I� WAR mr SECRON N SpFwal x an IArvuT in rI IRR wry R 1. S SIDEWALK PAID PER SPARE WALKWAY RETAINING WALL PAID PER SPARE ARE FOOTAGE OF WALL FACE 3 TMA SUBSIDIARY TO SIDEWALK AND AL4 RESPENII-N v.ALL IS var oars - soBwwxTASHES vox I a Tszax ioWAS l w I Ilr�lr�lr�lf - - �cx°aE I� �II�IF Ik�II All L—S SECTION VIEW SIDFWAI K WITH MONOI ITHIC f.11RR WAI I ORT WORT .I CITY OF FORT WORTH, TEXAS I REVISED: 6-10-22 SIDEWALK DETAILS (SHEET 1 OF 2) I[ 32 13 20-D546 I raY uISTs - so — I r SS. Ir� :x GROSS - .—A. I I IIF�IF31k II L - ISxAv � I Iliaiaian �IKJI�JIC� 1 I B a. S �m. mow. Y SECTION NIEW iIDFWAI K AD.IAf.FNT TD f.I1RR WITH MQNDI ITHIf. ('.IIRR WAI I NOTES: 1. SIDEWALK AND CURB WALL TO BE PAID WITH SEPARATE BID ITEMS: SIDEWALK - SQUARE FOOT CURBWAU- - LINEAR FOOT 2. FOR CONTINUOUS WALL LENGTH THAT TRANSITIONS TO MORE THAN 12" HEIGHT, USE RETMNING WALL DETAIL FOR ENTIRE LENGTH. ORT WORT .I CITY OF FORT WORTH, TEXAS I REVISED 6-10-22 SIDEWALK DETAILS (SHEET 2 OF 2) I[ 32 13 20-D546 u ROW 50' gVARIES 30.0' ROADWAY I VARIES n 15.0, 15.0' I I a c 1/4" PER FT (MIN) 4:1 (MAX) LT PGL STANDARD 6" CURB & GUTTER PER CL PGL RT PGL I 6" CROWN 3" ASPHALT PVMT Ile PER FT (MIN) 4-.1 (MAX) _ 32 16 13-D534 TYPE D PER 32 12 16 �- I IIIIIII� v rcl 11" PVMT I Ip 'Q 1.0' PULVERIZATION TACK COAT I PER 02 41 15 I 8" CEM-LIME STABILIZED SUBGRADE O 32 LBS/SY F o = TAMPED TOPSOIL PER SECTION 32 91 19 5" CTB OR IN PLACE CEM-UME 12 COMPACTED ACCEPTABLE NATIVE PERMANENT PAVEMENT TYPICAL SECTION STABILIZATION O 32 LBS/SY. PER BACKflLL PER SECTION 31 24 00 32 11 33 UNDER CURB SUBSIDIARY TO CONSTRUCTION OF NEW CURB - iQ NOT TO SCALE AND GUTTER ryJII ry NO. ISSUE RECORD OESCRIP1I DATE �� ff SOUTHEAST CONNECTOR PROJECT Dk SEC-500-DT-Ui-33336.dgn eL�' D n RELEASED FOR CONSTRUCTION D,/-2024 I r "'� "_» NEEDS SPC N SOUTH POINT RELEASE FOR UTILITIES ^° °sn o CONSTRUCTORS CONSTRUCTION DETAILS 3i/1 OF D546 &PAVE SECTION 31 E�T\\n11 RONALD ...� N.....! 61D73 oiW� ICENSE:2-^ II�A s'ONAI Eas U �eTexas Deportment of Transportatlon © 2024 umRx ° oivfiuo FEDE F-202i(fiT5)rxo NI6R]OY T=Ers n.D mH aa'N aEAoSOO-UT n-33336 RGK OPB 3 125, of I N N X Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTHCPOINT I IH820 Southeast Connector Project CONSTRUCTORS I IQP-XX2 QA Review Rev: 2.0 1 Rev Date: Dec 2022 SEC-SUBD-0640 RFC City of Fort Worth Sewer Package 07 Package Description: Submittal Date: 05-24-2024 Reviewer: John K Kiser Closeout Date: 05-28-2024 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: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 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: John Kiser, P.E. 2024.05.28 05 / 28 09:59:43-05'00' PSQAM or Qualified Representative Date 2024 IQP-XX2 QA Review Revision Number: 2.0 Revison Date: Dec 2022 Page 2 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 IH 820 SE Connector Project Design Package Title: SEC-SUBD-0640 RFC City of Fort Worth Sewer Package 07 Submittal Stage: FIPreliminary 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 n RFC I Date: 5-28-2024 11 South -Point Constructors Reviewer Disposition Response Comment / Resolution Page No: I omment Incorp. SOUTHCPOINT CONSTRUCTORS Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTHAPOINT Southeast Connector Project CONSTRUCTORS IIQP-XX1 QA Verification Rev: 1.0 1 Rev Date: May 2022 Package Description: SEC-SUBD-0640 RFC City of Fort Worth Sewer Package 07 Professional Services Quality Assurance Manager (PSQAM) Verification: PSQAM has verified that documentation for this pack s presented by the PSQCM, has followed design QC procedures as described in the PSQMP. This packa e i le a fot•re i gEpornEnent. 2024.05.28 5 / 28 / 2024 1 n•nni F_nGnn �. P QAM 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. 2024.05.28 5 28 2024 10:00:28-05'00' P QAM or Qualified Representative Date IQP-XX1 QA Verification Revision Number: 1.0 Revision Date: May 2022 Page 1 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTH:POINT CONSTRUCTORS Utility Adi ustment Aureement Section 6. Cost Estimates SEC-U-0520-07 Page 1 of 1 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 City of Fort Worth (Relocations 3107, 3108, 311 OA & 311 OB) Eligibility Ratio of 100% (Total Construction Cost 1 $1,612,699.001 Total Indirect Costs to SPC 1 $656,687.741 Total Indirect Costs to City of Fort Worth 1 $140,800.001 (Easement Costs 1 $45,210.001 (Total Cost for Utility Relocation 1 $2,455,396.741 (Estimated Amount to Ultimately be Paid by SPC 1 $2,455,396.741 Estimated Amount to Ultimately be Paid by City of Fort Worth 1 $0.001 Eligibility Ratio 100% Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 Southeast Connector Project Sooth-Point Constructors, J. V. Utility Adjustment Cost Estlmnte I Uti lity Owner City of Fort Worth IU-Number. SEC-U-0520-07 Relocation ID's 3W7, 3308 & 3110 (A & B) (Utility Type. Wastewater Eligibility Rat, 100% Date Prepared 6/5/2024 1 Prepared By: I Eric Howell I Relocation ID 1 Line Item JBuyAmerica Description Unit Unit Price I Quantity Cost 8" SDR 26 PVC IF $ 185 00 689 $ 127,465 00 8" C900 DR 25 PVC LF $ 185.00 30 $ 5,550.00 X INSTALL4' DIA SSMHW CONCRETE COLLAR EA $ 15,300.00 3 $ 45,900.00 X INSTALL 4'DIA. SS MH W. EPDXY LINER& CONCRETE COLLAR EA $ 20,300.00 1 $ 20,300.00 X I NSTALL4'DIA SS DROP MH W. EPDXY LINER EA $ 15,300.00 1 $ 15,300.00 IN TALLABOVE GROUND MARKER EA $ 150.00 3 $ 450.00 NSTALL TRENCH WATER STOP EA $ 50000 1 $ 50000 3107 CONNECT TO EXIST. I'DIP SS EA $ 6,000.00 1 $ 6,000.00 CON�r�OpEXry T[ONC SS EA $ 6,000.00 1 $ 6,000.00 ABND EXIST. iy"�I� LF $ 32.00 220 $ 7,040.00 ABNDEXIST.8 CONC. LF $ 2400 %5 $ 23, 160.00 CUT & PLUG EXIST. 10" PVC EA $ 2,D00.00 1 $ 2,D00.00 CUT & PLUG EXIST. 8" CONC EA $ 2,000.00 1 $ 2,000.00 REMOVE& SALVAGE MH FRAME &COVER EA $ 1,D00.00 4 $ 4,D00.00 ABND EXIST. MH EA $ 4,000.00 4 $ 16,000.00 RELOCATION CONSTRUCTION SUBTOTAL SUBTOTALS $ 281,66500 16" C900 DR 25 PVC LF $ 28100 353 $ 98,840.10 X 16" DIP W. PROTECTO 401 LF $ 436.00 179 $ 78,044.00 X 16"DIPW PROTECT0401 SSW 1/2"THICK 30" STEEL CAS( NG(BY OPEN CUTI LF $ 98900 49 $ 49,412.00 X 16" DIP W. PROTECTO 401 SS W. 1/2"THICK 30" STEEL CAS( NG (BY BORE) LF $ 1,200.00 87 $ 104,400.00 X INSTALL4'DIA SSMHW EPDXY LINER& CONCRETE COLLAR EA $ 20,300.00 7 $ 142,10000 X INSTALL 4'DIA. SS DROP MH W. EPDXY LINER & CONCRETE COLLAR EA $ 20,300.00 1 $ 20,300.00 INSTALL ABOVE GROUND MARKER EA $ 15000 1 $ 15000 INSTALL TRENCH WATER STOP EA $ 500.00 1 $ 500.00 3108 CONNECT TO EXIST. 10" CONC. SS EA $ 6,000.00 1 $ 6,000.00 CONNECT TO EXIST. 6"PVCSS EA $ 6,000.00 1 $ 6,D00.00 30'P(OrC LF $ 3200 338 $ 10,816.00 AND �XST. �D Ek fT $(RR �VJit LF $ 18.00 18 $ 324.00 CUT & PLUG EXIST. 10" CONC EA $ 2,000.00 1 $ 2,000.00 CUT & PLUG EXIST. 6" PVC EA $ 2,D00.00 1 $ 2,D00.00 REMOVE & SALVAGE MH FRAME &COVER EA $ 1'Wo.00 3 $ 3,000.00 ABND EXIST. MH EA $ 4,000.00 3 $ 12,000.00 RELOCATION CONSTRUCTION SUBTOTAL SUBTOTALS. $ 534,886.00 8" C900 DR 25 PVC LF $ 185.00 274 $ 50,690.00 16" C900 DR 25 PVC LF 1 280 00 1136 $ 318,010 00 X 16" DIP W. PROTECTO 401 LF $ 4306.00 104 $ 45,344.00 X 16"DIP W PROTECTO 401 W. 1/2"THICK 30" STEEL CASING (BY OPEN CUT) LF $ 98800 59 $ 59,292.00 X I NSTALL4'DIA.SSMH EA $ 15,300.00 1 $ 15,300.00 X I NSTALL4'DIA SSMHW EPDXY LINER& CONCRETE COLLAR EA $ 20,300.00 10 $ 203,00000 X INSTALL4'DIA. DROP SS MH W. EPDXY LINER& CONCRETE COLLAR EA $ 20,300.00 2 $ 40,600.00 I NSTALLABOVE GROUND MARKER EA $ 15000 4 $ 60000 3110(A&B) I NSTALL TRENCH WATER STOP EA $ 500.00 3 $ 1,500.00 CONNECT TO EXIST. B" CONC SS EA $ 6,000.00 1 $ 6,000.00 CONNECT TO EXIST.6" CONC. SS EA $ 6,D00.00 1 $ 6,D00.00 ABND EXIST.8 CONC. SS LF $ 2400 909 $ 21,816.00 ABND EXIST. 6"CONC. SS LF $ 18.00 1107 $ 19,926.00 CUT & PLUG EXIST. 8" CONC SS EA $ 2,000.00 1 $ 2,000.00 CUT & PLUG EXIST. 6" CONC. SS EA $ 2,D00.00 1 $ 2,D00.00 REMOVE& SALVAGE MH FRAME &COVER EA $ 1,000.00 1 $ 1,000.00 ABND EXIST. MH EA $ 4,D00.00 1 $ 4,000.00 RELOCATION CONSTRUCT ION SUBTOTAL I SUBTOTALS. $ 796,148.00 DB CONTRACTOR CONSTRUCTION SUBTOTAL SUBTOTALS. $ 1,612,699.00 CONTRACTOR PROFESSIONAL SERVICES 1 DESIGN AND AS-BUILTS SANITARY (HAL LF $ 54.61 2960 $ 161,645.60 2 DBCONTRACTOR RELOCATION RELATED COST' % 279 $ 1,774,34460 $ 495,(4214 DBCONTRACTOR PROFESSIONAL SERVICES SUBTOTAL SUBTOTALS $ 656,69774 EASEMENT COSTS 1 PARCEL 491-Easement Costs SF 4749 $ 23,745.00 2 PARCEL 528-Easemen[Cos[s SF $ 1500 1431 $ 21,465.00 EASEMENT COSTS SUBTOTAL SUBTOTALS $ 45,210.00 OWNER PROFESSIONAL SERVICES 1 UTILITY OWNER PIAN REVIEW HRS $ 320 80 $ 25,600.00 2 UTILITY OWNER INSPECTION HRS $ 320 280 $ 89,600.00 3 UTI LITV OWN ER POST-RELO& FI NAL GRADE ADIUSTM ENT HRS $ 320 80 $ 25,600.00 OWNER PROFESSIONAL SERVICES SUBTOTAL $ 140,800.00 NOTES SECTION "'DB Contractor Relocation Related Cast" subtotal is a percentaae of the sum of construction subtotal plus design Grand Total: $ 2,455,396.74 Less Salyage credit $ - lessBeterment $ - Adjusted Grand Total: $ 2,455,396.74 I Elig. Ratio I%SPC Pays) 100.00% SPC Subtotal: $ 2,455,396.74 Utility Owner Subtotal: $ - Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 7. TxDOT U-48 Form SEC-U-0520-07 Page 1 of 1 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement TxDOT U-48 Form N/A SEC-U-0520-07 Page 1 of 1 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 8. Utility Joint Use Agreement Form SEC-U-0520-07 Page 1 of 1 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Utility Joint Use Agreement Form N/A SEC-U-0520-07 Page 1 of 1 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 9. Affidavit of Property Interests SEC-U-0520-07 Page 1 of 1 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Affidavit of Property Interests N/A SEC-U-0520-07 Page 1 of 1 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 10. Utility No Conflict Sign -off Forms SEC-U-0520-07 Page 1 of 1 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 Ar— �r Texas Department of Transportation Form DB-ROW-USO-UM REV 07/2018 Page 1 of 1 DB Contractor's Utility Manager Utility No Conflict Sign -Off Form Utility Manager: Garrett Coffin, P.E. Date plans received: 05/17/24 Utility Company: Citv of Fort Worth Assembly "U" number: SEC-U-0520-07 Type of Utilities: Sewer Date on Utility's plans: 05/17/24 No. of sheets in Utility's plans: 31 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: E71_'A1AA1nFAqrA1R q. ytft J, r,D V, 07/02/2024 Utility Manager: (UM) Date Garrett Coffin, P.E. Do�ccuSigned by: D am(( 07/01/2024 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: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 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. 05/17/24 Citv of Fort Worth SEC-U-0520-07 Sewer 05/17/24 No. of sheets in Utility's plans: 31 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: DocuSigned by: Utility Design A030C6B79D3D410... Coordinator: (UDC) Jeffrev Hunter, P.E. Utility CSJ Enaineerina Associates, LLC Coordination Firm: 07/01/2024 Date This form must be completed/signed and included in each Utility Assembly submitted to the Texas Department of Transportation. Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 11. Abandonment Letter SEC-U-0520-07 Page 1 of 1 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 FORTWORTR', Attn: Mr. David M. Salazar, P.E. From: Chris Harder, P.E. Date: 07/10/2024 Subject: City of Fort Worth Wastewater Facility Abandonment (See P&P Sheets) Relocation IDs 3107 [X-UNKN, X-15127, X-04976], 3108 [X-03200, X-18909], 3110A [X-03201], 3110B [X-03197, X-15127] Dear Mr. Salazar, The City of Fort Worth (the "City") recommends that portions of the wastewater lines not being removed according to the plans be abandoned in place. During the utility relocation process, the permanent vacated facilities to remain and be abandoned in place shall be capped and filled with a minimum of 100 psi grout. Abandoned facilities conflicting with roadway construction shall be removed by others during the construction and excavation stages. Final Record Drawings and Pipe Reports will show removal and abandonment linear footages for this relocation. The City proposes to abandon in place and grout approximately 217 linear feet of existing 10" DIP wastewater line and to abandon in place and fill with CLSM two manholes on the east side of IH820 at Craig St., one manhole being located approximately at Craig St. Station 18+31 and another manhole being located at approximately Craig St. Station 17+37 (Relocation ID 3107, X- UNKN), abandon in place and grout approximately 714 linear feet of existing 8" CONC. wastewater line and to abandon in place and fill with CLSM one manhole on the east side of IH820 at Beaty St. at approximately IH820 FR Station 535+97 (Relocation ID 3107, X-15127), and abandon in place and grout approximately 249 linear feet of existing 8" CONC. wastewater line (Relocation ID 3107, X-04976). The 10" DIP and 8" CONC. wastewater lines (Relocation ID 3107) and associated manholes will be abandoned in place on the east side of IH820 from Craig St. north to Beaty St. from approximately IH820 FR Station 528+83 to IH820 FR Station 535+97. The age of the 10" DIP wastewater pipe (Relocation ID 3107, X-UNKN) is unknown, the 8" CONC. wastewater pipe (Relocation ID 3107, X-15127) is 76 years old, and the 8" CONC. wastewater pipe (Relocation ID 3107, X-04976) are 69 years old. The City proposes to abandon in place and grout approximately 28 linear feet of existing 6" PVC wastewater line (Relocation ID 3108, X-03200), and abandon in place and grout approximately 339 linear feet of existing 10" CONC. wastewater line and abandon in place and fill with CLSM 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 recycled Pnp- Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 FORTWORTH. 4� three manholes on the west side of I1-1820, said manholes being located as follows: 1. a manhole on the west side of IH820 at Rich St. at approximately IH820 FR Station 526+25; 2. a manhole on the west side of IH820 at Rich St. at approximately IH820 FR Station 526+56; and 3. a manhole on the west side of IH820 at Craig St. at approximately IH820 FR Station 529+42 (Relocation ID 3108, X-18909). The 6" PVC and 10" CONC. wastewater lines (Relocation ID 3108) and associated manholes will be abandoned in place from Rich St. to Craig St. on the west side of IH820 from approximately IH820 FR Station 526+08 to approximately IH820 FR Station 529+42. The 6" PVC wastewater pipe (Relocation ID 3107, X-03200) is 76 years old and the 10" CONC. wastewater pipe (Relocation ID 3107, X-18909) is 64 years old. The City proposes to abandon in place and grout approximately 472 linear feet of existing 6" CONC. wastewater line (Relocation ID 3110A, X-03201). The 6" CONC. wastewater line (Relocation ID 3110A) will be abandoned in place on the west side of IH820 under Craig St. from approximately Craig St. Station 7+85 to approximately Craig St. Station 13+18. The 6" CONC. wastewater pipe (Relocation ID 3110A) is 76 years old. The City proposes to abandon in place and grout approximately 575 linear feet of existing 6" CONC. wastewater line (Relocation ID 3110B, X-03197), and abandon in place and grout approximately 338 linear feet of existing 8" CONC. wastewater line, abandon in place and grout another approximately 490 linear feet of existing 8" CONC. wastewater line, and abandon in place and fill with CLSM two manholes, said manholes being located as follows: 1. a manhole on the east side of IH820 at Beaty St. at approximately IH820 FR Station 535+97; and 2. a manhole on the west side of IH820 at approximately IH820 FR Station 536+20 (Relocation ID 3110B, X- 15127). The 6" and 8" CONC. wastewater lines (Relocation ID 3110B) and associated manholes will be abandoned in place at the following locations: 1. along the west side of IH820 in between Craig St. and Beaty St. from approximately IH820 FR Station 529+42 to approximately IH820 FR Station 535+17; 2. crossing IH820 at approximately IH820 BL Station 536+00; and 3. along the west side of IH820 from Beaty St. to Van Natta Ln from approximately IH820 FR Station 536+20 to approximately IH820 FR Station 541+12. The 6" CONC. wastewater pipe (Relocation ID 3110B, X-03197) is 77 years old, and the 8" CONC. wastewater pipe (Relocation ID 3110B, X- 15127) are 76 years old. The abandonment exhibit for these relocations is included in the associated plan set as sheet S00- UT-33311. 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 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'-Y'I'd P.P- Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 FORT WORTH. another entity for use as casing pipe), offset from property lines, coordinates, and the type, quantity, and size of abandoned material. The City certifies that this abandonment conforms with all requirements of rule 21.39 of the UAR and all current federal, state, and local laws and codes, or industry standards, whichever is more stringent. There is no hazardous material associated with this proposed abandonment. If in the future, a utility company requests a transfer of ownership of a facility described above from the City to be used as a casing for its facilities and the City agrees to transfer ownership, that permission will require concurrence of TxDOT and South -Point Constructors, a Joint Venture (SPC). Signed Fort Worth II s C" 11111.E 1%4 •1991. 21171 E DocuSigned by:��'"I� V t S (�o�V' tr m�asFasa7ereFe Chris Harder, P.E. Director, Water Department City of Fort Worth 07/10/2024 Date 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 recycled P.P_ Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 12. Quitclaim Deed SEC-U-0520-07 Page 1 of 1 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Quitclaim Deed N/A SEC-U-0520-07 Page 1 of 1 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 13. ROW Maps SEC-U-0520-07 Page 1 of 1 Docusign Enve ope ID, 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 LEGEND 0. 0/8" IRON ROD W/ YELLOW PLASTIC CAP STAMPED R.O.W. OWNERSHIP TABLE R.O.W. OWNERSHIP TABLE ^saM uc'sET.PK NNL SET OR X-cuT SET I TRACT OWNER DESCRIPTION RECORDING I TRACT OWNER RECORDING 0. 5/8" IRON ROD W/ PINK PLASTIC CAP STAMPED "TXOOT Z� SLWVEY MARKER NIGHT OF WAY NONLMENT" SET. WAY STI STATE DF TEXAS 15 VOL. 3301, PG. 9 D. R. T. C. T. I OWf ROBERT D. CUPP AND DIANA G. CUPP INST. NO, 02OZO46380 O.P,R.T.C.T, BE REPLACED W/TYPE II MOx KNT AT THE END OF ST2 STATE OF TEXAS f9 VOL. 3282. PG. 115 D.R.T.C.T. I DW2 AI SAYAH. SR. INST. NO. DPI422640A0.P.R.T.C.T. 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J46 / ) $• 3 99.54' z '.�{ A REOLOCATION 31 D80RT\ Z AMERCO REAL ESTATE COMPANY l\ / / aL \° / y q E q,o '° D.R.T.C.T. \ \ \T 3 ST!'--. 0 / VOL. 9956, PG. 2195 STR 526+02 TO 529+84 J D. R.T-GTyE J �'i� 1 \\ / / / /�— - sr2�Cbf ❑ <O _ FXISTING D.D.' NG NG \ / 1 ` �� T ? U 1 // sa 8ac PEEL 54BAD i LSWT -A•D' 1 / 1 STATE OF TEXAS _ STAT , BEGIN -60.8 N?/. S. LFIVTr pG.9 - 3/f MF J/ / lXAS �PARCELS ND. M. 14-A. I I /' Fqa- \52'M�7.78� , ,{ Q 35'N T _ -.,y 1 SPAAFCEL NOTE OF T�3! / l AND 14R �!. TCc-a, 3oB.63'Lr G vOLp R'T C�_ J� 'I�, / / M. 3.515. PG. 490 / / VOL. 3304. PG. 422 / l STATE OF TEXAS�17� �ST3r G ExIwiUNE N15r�5'4�++ / / / 1 D.R.T.C.T. / / D.R.T.C.T. // PARCELNO.� S4%AC / VOL. p 269: PG: 373 STATE OF TEXAS DEnLn .. - O PARCEL N0. I l / STATE OF TEXAS STATE OF TEXAS /,! LT VOL-D3�0 �f'G. 61� OL. H01, PG. 399 // // // / PD.RET.C.T.21 / TO RE RRANOONE.. D.R.T.C.T. VCV. 3289 PG 326 EXISTING FORT WORTH --- ��=s------------- `r-- ---- r"'--------- 1 + STATE OF TEXAS / I VDL. 333327. PG. IRS D.R.r.C.T. / -- _ _ _ _ - 5TA7E OF TEXAS :rATE OF 1 r1 PARCEL NO. 31A, 319. ` TENAS 1 -- ! PARCEL NI f / / / /r 32 & FIC VOL. 3T76. PG. 233 9 VDL. 3280. M. 385 D.R.T.C.T. I , / / �. / / - O. R. T. C. T. - T --�= = = = = = = = = = r = = = ==�------ -- ------------------------_-- __ _ _ _ _ _____ ___ 515"GO PROPOSED CENTERLINE 1-820 N00'20'03W 520100 — D-03'OM 48'(RT) — `,oM FFeER& Ago mwFEr No. sx o. EFT x Ld.2/2.W D645 ry R-22.918.3Y STATE DEITMCT couxrr SARAH G. JENNINGS SURVEY (VNLABLErWIDT R.O.W.) a co-l°f2°e6E TX FT WORTHI TAxRANT ABSTRACT N0. 843 CDNT. EOT AD RwAr ND. a ccsa 0008 S13 125 NG TX FIRM •10064300 Rcsa 0008 13 242 1-820 Docusign Enve ope ID, 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 LEGEND �+ --I---�-� Q• 5/8" IRON ROD W/ YELLOW PLASTID GAP STAMPED - - j �SARAH G. JENN/NGS SURVEY- --I I STATE OF TEXAS _ABSTRACT N0. 843 I I I I "SAY LLL" SET. PX NAIL SET OR %-LUT SET PARCEL NO. 300 I 0. 5/8•' IRON ROD W/ PINK PLASTIC CAP STAMPED ••TXDOT �� VOL. 3280. PG. 386 - 1. - - - - - _ _ . _ - - _ I . _ - SLgtVEY MARKER RIGHT OF WAY MCN,xAENT•• SET. MAY D.R.T.C.T. _ I STATE OF TEXAS 1 o /� Lh2gr2'20' T) IT REPLACED W/TYPE IIMONUMENT AT THE END OF '- "� " "T PARCEL N0. 37 1-820 CONSTRUCTION N00.2.0'03'W`�-rrarE a' TEXAS'_ _VaL. J272. Pc. 3n I I VARIABLE WIDTH R.O.W.) I I L-1.997.09' I A 0. 5/8^ ALUMINUM CAP STAMPED ^TYDGT ACCESS DENIAL" SET - --- - PARCEL W. 05 �- _ _ D R.T.C.T. 1 R-3, B/9. 70 •. MARKER Tauno 'AS NOTED" sD D 25 5D too -VX- _T2M• PG. rG -� r' f -" }-- • ---- PRO SED CENTERLINE 1-820-_I- ----- D R. r c. r. _ - _ CB•N!4'16'W`E ,� • CALCULATED POINT --' 530'00- - - _ - - L -CD•!, 926.03' O P.R.T.C.T.- OFFICUJ_ PUBLIC RECORDS TAIRANT COIIHTY, TX 1-- "�'- I I �f OF TEXAS 1 -- _ _ STATE OF TEXAS - --I r i 0 R.T.C.T. • DEED RECORDS TARRANT COUNTY- TX. GRAPHIC SCALE _- -_ _ - _ _ PARCEL NO. 38 - P.R.TC.T.• PLAT RECORDS TARRANT COUNTY, TX. SCALE: V - 100 - --- - - PARCEL NO. 27 I I VOL. 309. PG, 337 P.O.C. • POINT OF COMMENCING TARRANT COUNTY, TEXAS • 32n' �• !78 I D. R.T.C.T. P.O.B. • POINT OF BEGINNING D.R.T.C.T -,� p �vf 4• PROPERTY LINE �m iryW�� .�••�-- STATE OF TEXAS Wv ��q� K4cpa �xSN I WT •,� $•SURVEY LINE �F'•`�i1-��I''•c9 L-•'�sTATE OF TEXAS �_.-I---I�PARCEL N0. 39Py��II 'V• FEE HOOK Pt 4i g ` ti PARCEL N0. 2R �y-a rVOL. 3244, PG. r68~I- �^'-_ i i 44 `�� _ I. D.R. r.c. `��,' 61,012 I~ -III• PROPOSED DENIAL OF ACCESS LINE IO.O.AI 6� o0o W VDU. 3288, PG. 22- tr�� -III' EXISITINC DENIAL OF ACCESS LIVE IO.O.A.1 T�W$O ��WR: `ka-�_`D.R.T.C.T.---''S~- ` •�W�a W� �"ICi�'�O'" �~~ �V 3xr.I iy�a++ q 2 O �W+AVC 4 1� O I- O ti U �'n� IZ STATE OF TEXAS STATE OP TEXAS va�4 `n "'��ai5' S`_��-v'4iW¢�'��As PARCEL N0. d0 VUd IW. ��++"�O N'�o VOL- 328p. 'u r � VOL. 3139, fG. Li74� _ _ �va a_ D.R. r.��,,a-� W D.R-T.C.T. -y--�--` x e - -- EXISTING FORT WORT J----- PURSEI r Fr AVENUE ERI� - - - - - t - - - .. _- - F I - -- szs'sa-4s A.D.L. LINE 9 0� PURSE�'SFRE, TO BE ABANDONED--I'PUS�S� ET8 ea..v RT VIX. 388-N. PG. 365 � z �� VOL. 3M-D, PG, 343 PSACE1 a�x �P. R.T.C.T.-N00'24'57'W 351.64'�__ '%'Lui . P.R.T.c. - .R.T.C.T. END A.D.L. T�-� ��Cj�� A - NOt?24'5 350.19' wr NFL vxDl./ P.R.T.C.T. ND(T24'S +366.b3' 23.4r N�'24'S7W 668.f7'326.64' 338.4Y 5Er C 325. _ - '.( 341.43' I c 4N TRLEU II- - ---- ------------------ EXISTING R.O.W. USE I fA0fl5' (LT) N00'05'39'E f 4.49' p. _N00'05'39'E L•126.f6' �, CL7 eEIXNA.D.L. G J PARCEL 4B@ �I TEXAS ELECTRIC 53- Q0 DETAIL "D" R-5,Q`4J'2' PROPOSED � szair:ii SERVICE 150 COMPANY �' PROPOSED 0 O Qp I CB-NOQ43'22E A.D.L. LANE zasrR 0 a VOL.U. rea5. PG. 259 PPAREL49 491 R.O.W. LINE Q0 TEXAS ELECTRIC CD•126.16' r W D.R.T.C.T. 489 srA532sf.a SERVICE COMPANY I j (NON KNOWN AS 3 225'TrRr TEXAS ELECTRIC a ONCOR ELECTRIC f LL VOL. 1766. PG. 358 I PROPOSED 30 �.I DELIVERY COMPANY, LLCJ IQi3o D.R.r.C.T. TEXAS ELECTRIC R.O.W. LINE W a SEIV1Cf COMPANY LL N00'24'57'W (NOW KNOWN AS �1 SERVICE COMPANY Ihn VOL. 1792, PG. Z47 O ONCOR ELECTRK VOL, /795. P6. 443 ��T,,'o D.R. T. C. T. 336.4Y ` DELNfRY COMPANY, LLC! D.R.T.C.T. O i _ y PROPOSED IN-F (NOW KNOWN AS A. D. L. LINE h ONCOR ELECTRIC 3�• L4 L5 123 ' (NOW KNOWN AS 1n ¢ 490A I`1 DELIVERY COMPANY. LLCI Ln ONCOR ELECTRIC 488 v W L1 o �I I •X'Nr LOT 2 ' x P.O.B. P.L. 1 SEr WJ� DELIVERY wvPANr. LLC1 PARCELS 455 b 9XM I PAID as• •f±bX 8 NS' P.D.C. b RAUL ROSA$ I r r 53h82.W 14raE i F STAMPED +m+CGNZ' AON srAVPEPASEl1906UR W Ll..l �p INST, N0. 02J726�54 I v Eskr _ m.lrRr r' O.P.R. T.C.T. voe. 3ee., a. � xeN .<A xb9s5193.a f pp L2P N00'23'05W_ l97,60' _ _I .9s Ea3dza.Es I`C - - L - *t - -� U4r,} / - 3'25'3"E . C4 SOU23'05'E i �W Q z, ----I-r-r- _- -- c F 1 h In BLOCK ! ' I LOT 4 F] S t m 65A1.E f26.89' a, LL _ `� 11 ELLA T. GRAHAM ADDITION 1y I I I 31�5' ,1 D �Ol1TSI DE o T M D e VOL. 204-A. PG- 106 tim v DOROTHY L. .Lrj;gETry- HOTSID N� PARCEL e'wR NOT TO SCALE II P.R.T.C.T. I IN I I DAVIS I I A _ j var4.y41" SI-E s.3 LI LLJ w- LOT 58 LOT 5A I �o� VOL. 16383. _ _ _ (,%T/,'� "0" _ Z LINE TABLE I I �� I PG. 251 I I .. - - - -+ _� - - = - - - •- -- ry "' �� wz�" D.R.T.C.T. -II \N S00'l9-19'E 315.46' SOf!!9"19'E 3D3-68' N,fig J Z_ LOT 2 n END AO.L. UNE BEARING DISTANCE I I I I ' J U S85f4'28'E 78.43' I uAST.PFALL uc oz�ti R�� PLI N BLOCK 2 = = LZ N8g34'08'E 26.4!' I D2GI Iwow 'axccly I D.c.I aY2 �'( �? C. D. SWAM ADDITION LOT I W (� O Y U L3 N4630'34E 17.99" I O. P. R.T.C.T. I� loo I PARCEL PI x I - 43 BLOCK / LLJ 488A 49OA-UR PROPOSED FORT WORTH SCARBOROUGH-HANDLEY FIELD a 3 ~ U� f"JT8•! RELOCRTION 31 W7 •" L4 NOP24'57•W 1I.77' I I h I ea3slsrs•Ne� U5 arJ sTA sz9�1z To s3s.es INSTRUMENT NO. D2172153/0 LJo Q Q L5 NOO'2457'W 13,23' SEES u2 I LEONARDO dWID ORTEGA AND 0.P.R.T-C-T. Ln LOUISE STREET P.D.D. JOVAfdNY A. ORTEGA MENDOZA L6 N90'00"00"E l9B.44' I 150'W1DE R.O.W.) DETAIL "B" G.B. PAxEearsA I� LAST. NO. D09N9436 FORT woam INDEPENDENT L7 S00'23'05'E 12.78' I PARCEL aePeAwe ezeez.e+ I- o.P.R.7.C.7. ¢ Zo sAer uw rrFAWxru sn.evNr 3 SCHOOL DISTRICT 4J LB N89'S2'12•E 5.17' I 5 inO VOL. 1777, PG. 487 m 3 L9 S00'19'27'E 5.00, I �AI2 D. R. T.C.T. UO 50048'24'E 9.95, I P D c PARCFL 48EA of NB3224P'E 126.21' I DETAIL "B" DETAIL "C" E P9v 48BA-UR aZo CURVE TABLE U2 NCC478'24^W 54.93' I r " ` 3 U3 N89'57'OFW 146.18' v CURVE DELTA LENGTH RADIUS CHORD BEARING CHORD •+•*'� �•' C/ 0315138' fRTI 18.78' 330.00' N85'3T23E 18.78' U4 NOO79'27VY 53.07° r'� ```1 pR, C2 09'45'59'(LT) 63,07' 370.00' N8852'33•E 62-99' U5 NOfT18'24'W 50.00' r------------ C3 0328'IP (RT) 19.96, 330.00' N8859'25'E 19.98' r U6 SGTOY28VJ 0.49' ,I 11 , L7 J C4 2336'!9'(LT) 73.02' r17.24' N08.2P4TW 72.5r U7 N0079'19W 8.75' I ` -TP,D.c. ' I �q s� LP2 I C5 92'4!'19'(RT) 48.53' 30,00, N42'55'08•W 43,41' U8 5B9'39'55VY 69-99' 1 b P''L - P.D.s. rr.3c' L7„ rr.rr C6 OT23'2PCRT1 36.24' 1.394.39' S8959'331W 35.24' L19 N40.0Y35'E 32.11, ' ftADD "97'E 7 PAf�EL M S00•!9'2TE ' C7 68'34'3Z (LT? 212.13' T77.24' N54'27'03W 199.70' vt rRA- ` ' 120 N053421W 25.69' `, ,' `�, ��.� 28.13' , CB 47'53'54"CRTI 25.08' 30.00' NI24.36' L21 589'52"07'W 14.9T _ _ _ _ _ _ _ _I Lg 40'5672' (RT) 21.43' 30.00' N20'22'261Y 20.98' L22 SOO'2XOS`E 26.16' NOT TO SCALE NOT TO SCALE SEE DETAIL "A" NOT TO SCALE L23 NOP24'57°W 25.00' R L24 N89'52'07"E 70.35' I PLAT TABLE R.O.W. OWNERSHIP TABLE FE°.',' ",°FEOERA ND PRIXIECr5 NO sxE4gxD. L25 500'617E 1125' I TRACT I OWNER I RECORDING TRACT OWNER RECORDING STATE CRTRICT c"N" L26 SOU19'19'E 115.45, I PU ELLA T. GRAHAM ADDITION. BLOCK I VOL, 388-H, PG. 609 P,R,T,C.T, ONI DEBORAH L. DARDEN VOL. 13023. PG. 314 D.R,T,C.T, TX FT WORTH TPRRANT L27 500'697E 303.66, OW2 01 LOPEZ HERNANDEZ. ET UX. INST. NO. W4137632 O.P.R.T.C.T. COX `,"T c roe xwbr NO. L28 NIE56'45'E 1.18' I us.I DDOB s13 125 NOI-820 TX FIRM 110064300 1 RCS, 0008 13 242 Docusign Enve ope ID, 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 LEGEND I LINE TABLE I I R.O.W. OWNERSHIP TABLE Q- 5/e" IRON ROD W/ YELLOW PLASTIC CAP STAMPED I LINE BEARING DISTANCE L4 N88'01`221W 4f.33' I I TRACT OWNER RECORDING ^SAM LLC' SET. Px NAIL SET OR X-CUT SET I L! N68'25'25•W 12.35, L5 N2r54'59'E 14.70' I 7- 518' IRON ROD W/ PINR PLASTIC CIP STMIPED "TXOOT I owl CLARENCE G. 8DY0 VOL. l2562, PG. 1864 D. R.T.C.T. sueVEY MARKER MIGHT OF WAY MONUMENT" SET. MAY I L2 Nf4'0943'E 116.77' L6 N88'5r5O'E 59.26' I I OW2 JAMES RANDY (SHAM AND MELODIE A. ISHAW VOL. 8581, PG. 1120 D.R.T.C.T. BE REPLACED W/TYPE IIMDNIIMENT AT THE END OF I L3 N00.1624W 71.75' LT 56737'O6'E 66.07• I CONSTRUCTION I OW3 BEE REAL ESTATE INVESTMENT. LLC IN57. ND. 0216270704 O.P.R.T.C.T. 0. 5/e" ALUMINUM CAP STAMPED 'TXDOr ACCESS DENIAL" SET I 18 N88'Or22W 195.88' I -�� z� •• MARXER FOUn0 'AS NOTED" L9 N2r54'59OW4 PEW GARCIA AND EDNA GARCIA 'E 11.56, I I INST. NO. D205344782 O.P.R.T.C.T. ♦. CALCULATED POINT I OW5 JOSE MAROUEZ AND MARIELA COREA BOALSIGA INST. NO. DBOI03402 O.P.R.T.C.T. OP.R.T.C.T.- OFFIEUL PUBLIC RECORDS TMRANT COUNTY, TX. I JAVIER L. I LIO N45'2T28W 28.f9' I 0 R.T.C.T.- DEED RECORDS TARRANT COUNTY, TX. ORNALES AND DAPHNI JUSTfCE AND I OW6 ARMANDO SALAZAR AND GABRIELA SALAZAR INST. NO. D2042952310.P.R.r.C.T. I 50 0 25 50 IOU P RP.O.C.-POINT OF COMMENCING TARRANT COUNTY, TX. I AURE�NI 7MAN INST. NO. L12 Nui 453832W 51.04' I I ON7 ESTABAN SAENZ AND TOMA5A LORE00 INST. N0. D203066429 O.P. R.7.C.T. P.O.B.- POINT OF DECINNINC I INST. NO. I O.P.R.T.C.T. I OW8 RICHARD ANTHONY GARCIA INST. NO- D09063265 O. P. R, T. C. T. GRAPHIC SCALE E • PRDPERTY LINE I 02/5/24384 I LJ3 N43'5r59'E 28.I4' I I SCALE. r' - TOO' a • SURVEY LINE O.P.R.T.C.T. LOT 84 L14 N89.3T4rE l47.6T I OW9 RAFAEL ESPARZA INST. NO. D203456f93 O.P.R.T.C.T.I TARRANT COUNTY, TEXAS 'V• FEE NOON I L15 S762744'E 0.92' I I OWIO MARTIN MONOZ VOL, 15779. PG. 367 O.R.T.C.T. -II -• PROPOSED DENAL OF ACCESS LINE M.O.aI POLLARD ESTATES -II-• EXISITING DENIAL OF ACCESS ONE (D.D.A., $ 1 LOT 85 VOL. 388-K, PG. 579 1 L16 S8530'12W 40.24' I I OVJl1 ALFONSO GAVERO MlJARES INST. N0. D2IW57719 O.P.R.T.C.T. ho I P.R.T.C.T. L17 N8936'38"E 158.00' I I OW12 LJNDA L. CRUZ VOL. 6414, PG. 266 D. R. T. C. T. GEORGE N. BUTTS SURVE 44Z'91 --L - - - L18 N6T3T" 82.60" I I OW13 BILLY R. LAMBERT INST. NO. D209072573 O.P.R.T.C.T.I �_ P.G.D. ABSTRACT NO. 117 = oTALI 510. `54+ Lo V2r545,9E 10. 00' I I OW14 JAMES RANDY ISHAM VOL. 6707. PG. 1076 D. R. T. C. T. / N exv azm. 2'0.2 srs L20 S893638W 156. LRf I I OW15 FELICIA FIELDS INST. NO. D205315165 O.P.R.T.C.T. DETAIL "C" ` LOT 3 LOT 2 w w LOT 66 L21 s99'2r2BW 22.Z9 I DETAIL "A" DETAIL "B" x MELVa L22 N872P28'E 22.1P I HANDLEY MEADOW BROOK LIONS CLUB MCTCHELL GRAY -! CHARITABLE FOUND4TfON, INC. L23 N832r28E 21.92' LOT 4 INST, N0, , INST. NO.D207209C27 PAFEEL sr6•^ ry I D214224415 L24 N89'37'4rE 17.96' I �'61•'T 'DrO O.P.R.T.C.T. zs.29LT J /t q O l _O.P.R.T.C.T Z L25 N89'3T41E 13.08' I �'' C/ eAW A.D.L. LOT 5 I L26 N89'37'4rE 10.96' I CO ' -BLOCK 13 <V w L27 58936'38W 0.66' I P C s9.1sA Ta.sT' WEST HAINDLEY O' \ LOT 3 hIn z1 6' P.O.B. SCOUTS OF HANDLEY VOL.106. PG. 60 C Oq-. \ ti �L I I ,i NG0'25'21W 532.97' ; LL �-ae PG.A.D.3 339. PG. 135 JOHN BALCH SURVEY P. R,T,C. T. LV h( VOL.DEGM'A.O.L UT 1 LpZ� �. D.R,T.C.T. kl i I i i j O LOT � LOT 4 £n0 AQL J]vl 6 e� �eLocK 6j N 2e'43W 264.67 ABSTRACT NO. 82 DO LOT 7 WEST HANDLEY a - 69.4E 67.7P ti N �- VOL. l06, PG. 60 ❑\,� I g �/� N5.56'•E/, 'Tar ser` ` OW/5 P. R. T. C. T. ! 'v a I z+.svc q L2 °��• N0145.5'461 Ln v Rr Tram mPF nuav - - - LOT 5 NOT TO SCALE I W L(Ln.I ` L 53D32 Q ti ARMANDO SALAZAR - V PR POSED FORT WORTHG _ .vLr :�I I _ ti U1 u AND GABRIELASALAZAR NOT TO SCALE NOT TO SCALE POLLARD ESTATESI 0 LOT aIREL)CATION 31ma - 45A ~< <� 5359225 W3 VOL. 974 PG. 123 Q Q ISTA 526.02 TO 529�84 13 - w 41 PROPOSED FORT WORTH ` 0W3 0 I. �V,-al a, .C.T. P.D.c. D.R. f.C.T. I e RELOCRT ION 3110•'•'• Jp d LOT 7 �� LOT I I IPA 1 ti M ` 15a?a STA oe«96 TO 540,69 RM a s°RPP"Ls,Gav LOT /6-R P.O.C. LOT 55 I ON14 PP%KL o; \ �� dti GG ao-x Nre.2, FORT WORTH INDEPENDENT PA5CEL5 szx. o 5ar4. Z �+ oW o �� PARCEL s.3G. P.G.c. ti Fa3sa3s.n SCHOOL DISTRICT POLL-4RD ESTATES S;U, y 5y GLENN LLI11 p gti I W ti in x Imo, sae PAPrs PbRCFe sss Z xe9ssssr.a RICHARO LL. r F PARCEL 5/i1 ssT.3r' i & U, 2 ¢ ❑ INST. NO. D20232l562 CAB. A, SL. 7932 T . q, 'SO,N,� STR xsv5aes5.ar PAxFi 1 g Z cI n I a - rn _ y e�Pr sss 5/alvr 3 N00.22'19W O.P.R.T.C.T. P.R. T.C.T. Ea35Gess.Ds G/BSON, JR. Z 4 &P-3soasc.n 23 _ _ E�'�- szesl.ls qq I' 69. -'N Y9 I I CC xtDssca.3G xcSssorG.zs F� I R2.43' )l _AND WIFE, O.C. 313.95'!r �Q `2 q h W Fd'.IrM50 5G Ea3fMr9 R9 W �- - .� ..-...- f' -..LL .' . - - ._._'.- - - LIANDNDA HARRI$ J Aai SOUS sEax aa1. I x i 4 i _ 70. 3' •- -•- - - W LOT 60 W. G. SMITH'S SUBDNISION , _ ALOCK 16 • Ayes R ro y -. 1' LI r� g I VOL. 1910. PG. 23 LD GIBSON = d M I I POLLARD ESTATES I LOT !O TO p 2 VOL. 128I8. WEST HANQLEY F -� x'Sq- 1mz. z'_. 54 �� 39 w LOT 6 D. R.T.C.7. -.,��. A VOL. 106, PG. ,;; •gr-9• •U N I i It ern [ aN6 OW7 y-VOLO.R.T.C.r. 123 I- QA'9 I LOT 7 LOT 8 I = m`I D.R.T.C.T. 413 LOT 64I 46 P. 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SEE N00' S'57'F 36• 0 OP5T43'E `r:� SEE}'•---sexlF5FTAII. • • i f"L t s�• 66.E �.os.56. --L uz,Rr P.G.6.V NOO'25'2rW- 532.9T _ , STATE OF r�xxs EE - SEE - .- -- - - ---- - L 536MCEC 53r 1 535 ' -- PARCEL NO. z3 53•r,.n3- - - - e F-- 533&.a-s3.✓A. e 534 - ---------z,,.4aLr--� --- - V01..R.7-Pc. S,Tz-DETAIL "A°_ mB.w Lr PASEEL AA z�.,s Lr 2�..�1T. ISAACrCARODlNE SURVEY O.R.T,C. T, `STATE OF TExA$ I T._ - -' - v3•n.5s --- - _.-- DETAIL "D" . ,12 Wo. zz i� zw-Rex,-�= r VOL. .R. T PG. 225 - STATE OF TEXAS -�� o.R. r.c. r.-r-545-UR P'IJ�EL NO. 35 EXISTING FORT WORTH ABSTRACT NO• 357 YOL. CEL PG. 459� TO BE ABANDONED CURVE TABLE IZi��y-I ~g� srnrE OF TEXAS ��wg�� _ CURVE DELTA LENGTH RADIUS CHORD BEARING CHORD STATE OF TEXAS _ �w _ �W ARCEL NO. 45B. 45C & 450 Njti / NOO'O7'OrW 184.54' -� I PARCELxa..36 r ��- I- w ��-+ � C! 744''05'(LT 16.19 743.95' N08'5Y46"E 119.4e a M: w VOL.vox5462. 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Utility Installation Request SEC-U-0520-07 Page 1 of 1 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738-ber: 00002/20240604/58114/118550/UP Date ofApprovaL• 06-12-2024 UTILITY PERMIT APPROVAL ITO: IlKasavich John I I1City of Fort Worth 200 Texas St 200 Texas Street Fort Worth,76102 I Highway IIH0820-X: From milepost 30.183 To milepost 30.313 IIH0820-A: From milepost 30.139 To milepost 30.223 11089703: At milepost 0.392 IIH0820-A: From milepost 29.964 To milepost 30.151 Schedule Dates: from 08/01/2024 to 07/01/2025 I Date: II06-12-2024 INplication/Permit 00002/20240604/58114/118550/UP� (District: I1Fort Worth II Control Section 110008-13 110008-13 I I L 174-00 110008-13 IlMaintenance Section IlCounty IlTarrant IlTarrant IlTarrant IlTarrant 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. 00002/20240604/58114/118550/UP dated 06/11 /2024 and accompanying documentation, except as noted below. Special Provisions: You are required to notify TxDOT 72 hours (3 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 72-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. SME ATTACHMENTS: The following Documents are Included in this Approved Utility Permit: Plans (Must be available on Job site): link 1/1 Docusign Envelope ID: 4A5EBDOE-74E6-4242-B5CF-FD767A1AB738 SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 15. RFC Plans SEC-U-0520-07 (To Be Inserted By SPC After Assembly Is Fully Executed) Page 1 of 1