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HomeMy WebLinkAboutContract 62147Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTHA POINT CONSTRUCTORS CSC No. 62147 Southeast Connector Proms DB CONTRACTOR -MANAGED UTILITY ASSEMBLY: SEC-U-0520-10 Relocation ID #'s: 1114, 1127 & 3111 City of Fort Worth 200 Texas St. Fort Worth, Texas 76102 (817) 392-8480 South -Point Constructors, a Joint Venture 2050 Roanoke Road, Suite 100 Westlake, Texas 76262 Phone: (682) 362-6000 Texas De rt�rrcnt of Transportation OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C DOCUMENTATION OF REQUIRED INTERNAL APPROVALS Signed by: �l Aim �aanansoG��rnrz Tom Grim Signed by:n, Kevin McMinniman Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C UAAA-10 — SEC-U-0520-10 CSJ: R-0008-13-242; C-0008-13-125 PROJECT NAME: Southeast Connector ADDITIONAL ROUTING SIGNATURES CITY OF FORT WORTH Contract Compliance Manager: By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requi by: 17�6 r, 4SM4, John R. Kasavich. P.E. /BaE3B1B9Da64FF... Name of Employee/Signature Title: Engineering Manager Email: john.kasavich@fortworthtexas.gov APP Vi6%[,RfCOMMENDED: BY: _ m?FSaasa�n rdEn Chris Harder, P.E. Director Water Department Email: chris.harder@fortworthtexas.gov CONTRACT AUTHORIZATION M&C: N/A Date Approved: N/A Form 1295: N/A APP V;WdA$ TO FORM AND LEGALITY: BY: LobLA16A& t�R['SgC'AQfifiRdR7 Douglas W. Black Senior Assistant City Attorney Email: douglas.black@fortworthtexas.gov ��AG Q� ATTE „�gjQT.Y MANAGER SIGNATURE: �OFF BY: ORT�apd ago °�9od rE2E Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement Section 1. Transmittal Memo SEC-U-0520-10 Page 1 of 1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTHPOINT CONSTRUCTORS UTILITY ASSEMBLY TRANSMITTAL MEMORANDUM 09/18/2024 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-0520-10 RE: Transmittal Memo: Utility Adjustment Assembly, SEC-U-0520-10, City of Fort Worth, Water and Wastewater, CSJ-R-0008-13-242; CSJ-C-0008-13-125, Limits from Forest Hill Drive to Little Road on IH2O, from IH2O to Brentwood Stair Road on IH820, and from Sublett Road to Village Creek Road on US287. Dear Mr. Salazar, South -Point Constructors, a Joint Venture (South -Point) is submitting this Utility Assembly for the Utility Adjustment Agreement SEC-U-0520-10, 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 # 1114 (Utility ID #'s 11019 & 11020): One 2.25" Cl water line on the west side of IH820 running south/north from approximately IH820 FR Station 550+69 to Purselley Ave. at approximately IH820 FR Station 551+83 then turning north and running under Purselley Ave. to approximately IH820 FR Station 552+49, and one 6" Cl water line on the west side of IH820 running south/north under Purselley Ave. from approximately IH820 FR Station 552+24 to approximately IH820 FR Station 553+09. Relocation ID # 1127 (Utility ID #'s 11064 & 11065): One 8" Cl water line on the east side of IH820 running west/east under Woodbine Dr. at approximately IH820 FR Station 548+32, and one 6" Cl water line running south/north along the east side of IH820 at Woodbine Dr. from approximately IH820 FR Station 548+32 to approximately IH820 FR Station 548+63. Relocation ID # 3111 (Utility ID # 31019): One 6" Concrete wastewater line on the west side of IH820 running from Greenlee St. to Purselley Ave. starting west to east under Greenlee St. at approximately IH820 FR Station 543+79, then turning to the northeast and running along the west side of IH820 to Purselley Ave. at approximately IH820 FR Station 552+05, then turning north and running under Purselley Ave. to approximately IH820 FR Station 552+92. The estimated cost for this Utility Assembly is $1,291,791.99. The final cost will be paid by South -Point according to actual accumulated costs. The relocation is 100% compensable for the Owner based upon ratios defined in the Project Contract Documents. This DB Contractor -Managed Agreement consists of components required by the Contract Documents including Transmittal Memo, TxDOT Utility Adjustment Checklist, Utility Adjustment Agreement, Plans & Specifications, Cost Estimate, TxDOT U-48 Form (if applicable), Utility Joint Use Agreement Form (if applicable), Affidavit(s) of Property Interest Form (if applicable), No Conflict Sign - Off Forms, Right of Way Maps, and Utility Installation Request (if applicable). Halff Associates provided the plans on behalf of Owner, which were signed and sealed by Leah M. Hodge, P.E. These DB Contractor -Managed plans have been reviewed and approved for UAR compliance. SOUTH -POINT CONSTRUCTORS • • • • : M 2050 Roanoke Road, Suite 100, Westlake, Texas 76262 • ! ! r • •' (682) 362 6000 s , • �' . • ra r Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTHPOINT CONSTRUCTORS UTILITY ASSEMBLY TRANSMITTAL MEMORANDUM Utility Assembly No.: SEC-U-0520-10 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-0520-10, as submitted. Please contact us if you have any questions or require additional information. Recommended for Approval: Signed by: "��"" ����""� V, At,(,e�Ulil.bt *KAAJn, Signed 47322F781D38441 09/18/2024 Date Kevin McMinniman DB Contractor -Authorized Representative On Behalf of the Utility Manager South -Point Constructors, a Joint Venture DocuSiiggn'e'd•b�y: '^ Signed A03oC6A79D3D410 Date 09/17/2024 Jeffrey Hunter, P.E. Utility Design Coordinator CSJ Engineering Associates, LLC SOUTH -POINT CONSTRUCTORS 2050 Roanoke Road, Suite 100, Westlake, Texas 76262 . • ' + + . • • . • • • e (682) 362 6000 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTH:POINT CONSTRUCTORS Utilitv Adiustment Agreement Section 2. Table of Contents SEC-U-0520-10 Page 1 of 1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTH;POINT CONSTRUCTORS Table of Contents Utility Adjustment Assembly, SEC-U-0520-10 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-0520-10 Page 1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTH:POINT CONSTRUCTORS Utility Adjustment Aureement Section 3. Utility Adjustment Checklist SEC-U-0520-10 Page 1 of 1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C 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-0520-10 District: Fort Worth Utility Owner: Citv of Fort Worth County(ies): Tarrant CSJ No(s).: R-0008-13-242, C-0008-13-125 Project Limits: IH2O from Forest Hill Drive to Little Road. IH820 from IH2O to Brentwood Stair Road: and US287 from Sublett Road to Villaee 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 1,393 LF of water and wastewater lines located along the Southeast Connector Project corridor. The water and wastewater lines will be abandoned and adjusted to comply with the TxDOT Utility Accommodation Rules (UAR). Estimated Start Date: Estimated Completion or Duration: Estimated Total Adjustment Costs: Estimated Betterment (in dollars and calculated %): Estimated Accrued Depreciation: Estimated Salvage: Credits and Vouchers: Eligibility Ratio (calculated and supported %) Noteworthy Issues/Items: ASSEMBLY PACKAGE October 18't'. 2024 December 24' 2024 $1,291,791.99 $0.00 0% $0.00 $1.00 $0.00 $1,291,790.99 100% Page 1 of 7 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C Texas Department of Transportation Form DB-ROW-U-AdjCheck REV 07/2018 1. Have the required number of Utility Adjustment Assemblies of which the TxDOT Copy is color coded, been submitted? Yes ® No ❑ N/A ❑ 2. Have the following forms been submitted? PUAA/UAAA: Yes ® No ❑ N/A ❑ UJUA: Yes ❑ No ❑ N/A Statement - Contract Work: Yes ❑ No ❑ N/A U-1 Affidavit: Yes ❑ No ❑ N/A Quitclaim Deed: Yes ❑ No ❑ N/A UM/UDC Sign Off- Yes ® No ❑ N/A ❑ 3. Are all forms submitted complete and correct for the situation/circumstance of the Utility Adj ustment? Yes ® No ❑ N/A ❑ TRANSMITTAL MEMO 4. If the Adjustment has unique characteristics, does the transmittal include explanations and clarifications? Yes ❑ No ❑ N/A 5. Has a recommendation for approval been stated? Yes ® No ❑ N/A ❑ 6. If the Utility Adjustment is in more than one (1) RCSJ (Local Jurisdictional Boundary), have the percentages in each jurisdiction been detailed? Yes ❑ No ❑ N/A UTILITY ADJUSTMENT AGREEMENT 7. Have language modifications to the utility agreement been approved by TxDOT? Yes ® No ❑ N/A ❑ 8. Has the Utility consultant -engineering contract been reviewed and approved by the Developer's Utility Manager (UM)? Yes ® No ❑ N/A ❑ Page 2 of 7 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C Texas Department of Transportation Form DB-ROW-U-AdjCheck REV 07/2018 UTILITY ADJUSTMENT PLANS AND SPECIFICATIONS 9. Plans folded so as to fit into 8.5" x 11" file? Yes ❑ No ❑ N/A 10. Have the Utility Adjustments been designed for the Proposed Configuration? Yes ® No ❑ N/A ❑ 11. Project or vicinity plan provided? Yes ® No ❑ N/A ❑ 12. Have the plans for the Utility Adjustment been sealed by a Registered Professional Engineer (PE)? Yes ® No ❑ N/A ❑ 13. Has the Utility Owner signed the cover sheet of the plans verifying review and approval, if Developer is responsible for Engineering on either Owner Managed or Developer Managed Agreement? Yes ® No ❑ N/A ❑ 14. Backfill requirements met (item 400 referenced)? Yes ® No ❑ N/A ❑ 15. If excavation is required, do the plans included a note on OSHA trench excavation protection? Yes ® No ❑ N/A ❑ 16. Is a note provided in the plans that the adjustment will conform with the TMUTCD? Yes ® No ❑ N/A ❑ 17. If the adjustment involves a plastic water, sanitary sewer, or gas line, has a metal detection wire been included in the estimate or with detailed in the plans? Yes ® No ❑ N/A ❑ Page 3 of 7 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C Ar— Texas Department of Transportation Form DB-ROW-U-AdjCheck REV 07/2018 18. Has Barlow's Formula information been submitted for un-encased high pressure pipelines? (The Barlow's calculation must be provided by the utility owner. The following information is required to complete Barlow's formula. S=Yield Strength, Wall thickness = t, Outside Diameter = D, Design Factor = F. Maximum Operating Pressure must also be given and compared to the pressure calculated with Barlow's. The Barlow calculation must be shown with the submission.) 19 20 21 22. Yes ❑ No ❑ • /1 If the pipeline is un-encased, is there adequate coating, wrapping and cathodic protection? Yes ❑ No ❑ Information on plans sufficient and adequate to: Determine necessity and justification of proposed work? /1 No ❑ Demonstrate Utility Accommodation Rules compliance? No ❑ • /1 N/A ❑ N/A ❑ Indicate highway stationing, existing and proposed ROW, offsets from proposed ROW, existing and proposed grades, and edge of pavement lines? Yes ® No ❑ N/A ❑ Provide any other necessary or essential information such as pressure, flow, offset, type, condition, wall thickness, specifications etc.? // No ❑ N/A ❑ Is this Utility Adjustment within ROW project limits or directly related to work required within project limits? No ❑ N/A ❑ Are any of the proposed utility facilities installed longitudinally within a control of access? Yes ❑ E/1 N/A ❑ Page 4 of 7 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C AV - 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: 1AF14556-E772-420B-B4C1-6AAD3DB5897C AV - 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: 1AF14556-E772-420B-B4C1-6AAD3DB5897C AV - 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? Yes ® No ❑ N/A ❑ 37. Have the existing and proposed utility facilities been plotted on the ROW map and attached to this assembly? Yes ® No ❑ N/A ❑ COMMENTS: DoccuuSigned by: Jam(( LY 09/17/2024 Prepared by: aosoc6B79oso410.. Utility Design Coordinator Date DocuSigned by: Recommended for [AtAff t,bMaS 09/17/2024 Approval by: a,S,gFF,rFFRdF, Quality Control Date Signed by: E�, h^�yh�, 09/18/2024 Approved by: �,,,,�,Q,,, 11 DB Contractor -Authorized Representative Date On Behalf of the Utility Manager Page 7 of 7 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 4. Utility Agreement SEC-U-0520-10 Page 1 of 1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C �r �=_ Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 1 of 8 REV 07/2018 County: Tarrant ROW CSJ No.: 0008-13-242 Const. CSJ No.: 0008-13-125 Highway: IH2O, IH820, US287 Fed. Proj. No.: F-2022(675) Limits: IH2O from Forest Hill Drive to Little Road: IH820 from IH2O to Brentwood Stair Road. and US287 from Sublett Road to Village Creek Road UTILITY ADJUSTMENT AGREEMENT AMENDMENT (DB Contractor -Managed) (Amendment No. 10 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: 1AF14556-E772-420B-B4C1-6AAD3DB5897C �r �=- Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 2 of 8 REV 07/2018 NOW, THEREFORE, in consideration of the agreements contained herein, the parties hereto agree as follows: Amendment. The Original Agreement is hereby amended as follows: 1.1 Plans. (a) The description of the Owner Utilities and the proposed Adjustment of the Owner Utilities in the Original Agreement is hereby amended to add the following Utility facility(ies) ("Additional Owner Utilities") and proposed Adjustment(s) to the Owner Utilities described in the Original Agreement: Relocation ID # 1114 (Utility_ ID #Is 11019 & 11020): One 2.25" Cl water line on the west side of IH820 running south/north from approximately IH820 FR Station 550+69 to Purselley Ave. at approximately IH820 FR Station 551+83 then turning north and running under Purselley Ave. to approximately IH820 FR Station 552+49, and one 6" Cl water line on the west side of IH820 running south/north under Purselley Ave. from approximately IH820 FR Station 552+24 to approximately IH820 FR Station 553+09. Relocation ID # 1127 (Utility ID #Is 11064 & 11065): One 8" Cl water line on the east side of IH820 running west/east under Woodbine Dr. at approximately IH820 FR Station 548+32, and one 6" Cl water line running south/north along the east side of IH820 at Woodbine Dr. from approximately IH820 FR Station 548+32 to approximately IH820 FR Station 548+63. Relocation ID # 3111 (Utility ID # 31019): One 6" Concrete wastewater line on the west side of IH820 running from Greenlee St. to Purselley Ave. starting west to east under Greenlee St. at approximately IH820 FR Station 543+79, then turning to the northeast and running along the west side of IH820 to Purselley Ave. at approximately IH820 FR Station 552+05, then turning north and running under Purselley Ave. to approximately IH820 FR Station 552+92. (b) The Plans, as defined in Paragraph 1 of the Original Agreement, are hereby amended to add thereto the Plans, specifications and cost estimates attached hereto as Exhibit A. and (c) The Plans attached hereto as Exhibit A. along with this Amendment, shall be submitted upon execution to TxDOT in accordance with Paragraph 2 of the Original Agreement, and Paragraph 2 shall apply to this Amendment and the Plans attached hereto in the same manner as if this Amendment were the Original Agreement. If the Owner claims an Existing Utility Property Interest for any of the Additional Owner Utilities, documentation with respect to such claim shall be submitted to TxDOT as part of this Amendment and the attached Plans, in accordance with Paragraph 15(a) of the Original Agreement. 1.2 Reimbursement of Owner's Indirect Costs. For purposes of Paragraph 6 of the Original Agreement, the following terms apply to the Additional Owner Utilities and proposed Adjustment: Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C �r �=_ Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 3 of 8 REV 07/2018 (a) DB Contractor agrees to reimburse the Owner its share of the Owner's indirect costs (e.g., engineering, inspection, testing, ROW) as identified in Exhibit A. When requested by the Owner, monthly progress payments will be made. The monthly payment will not exceed 90% of the estimated indirect work done to date. Once the indirect work is complete, final payment of the eligible indirect costs will be made. Intermediate payments shall not be construed as final payment for any items included in the intermediate payment. (b) The Owner's indirect costs associated with Adjustment of the Owner Utilities shall be developed pursuant to the method checked and described below [check only one (1) box]: ® (1) Actual related indirect costs accumulated in accordance with: (i) A work order accounting procedure prescribed by the applicable Federal or State regulatory body; or (ii) Established accounting procedure developed by the Owner and which the Owner uses in its regular operations; (either (i) or (ii) referred to as "Actual Cost"), or ❑ (2) The agreed sum of $ ("Agreed Sum") as supported by the analysis of the Owner's estimated costs attached hereto as part of Exhibit A. 1.3 Advancement of Funds by Owner for Construction Costs. (a) Advancement of Owner's share, if any, of estimated costs. Exhibit A shall identify all estimated engineering and construction -related costs, including labor, material, equipment and other miscellaneous construction items. Exhibit A shall also identify the Owner's and DB Contractor's respective shares of the estimated costs. The Owner shall advance to the DB Contractor its allocated share, if any, of the estimated costs for construction and engineering work to be performed by DB Contractor, in accordance with the following terms: ® The Adjustment of the Owner's Utilities does not require advancement of funds. ❑ The Adjustment of the Owner's Utilities does require advancement of funds and the terms agreed to between the DB Contractor and Owner are listed below. [Insert terms of advance funding to be agreed between DB Contractor and Owner.] Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C �r �=- Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 4 of 8 REV 07/2018 (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 Responsibility for Costs of Adjustment Work. For purposes of Paragraph 4 of the Original Agreement, responsibility for the Agreed Sum or Actual Cost, as applicable, of all Adjustment work to be performed pursuant to this Amendment shall be allocated between the DB Contractor and the Owner as identified in Exhibit A hereto and in accordance with §203.092 of the Texas Transportation Code. An allocation percentage may be determined by application of an eligibility ratio, if appropriate, as detailed in Exhibit A. provided however, that any portion of an Agreed Sum or Actual Cost attributable to Betterment shall be allocated 100% to the Owner in accordance with Paragraph 9 of the Original Agreement. 1.5 Betterment. (a) Paragraph 9(b) (Betterment and Salvage) of the Original Agreement is hereby amended to add the following [Check the one (1) box that applies, and complete if appropriate]: ® The Adjustment of the Additional Owner Utilities, pursuant to the Plans as amended herein, does not include any Betterment. ❑ The Adjustment of the Additional Owner Utilities, pursuant to the Plans as amended herein, includes Betterment to the Additional Owner Utilities by reason of [insert explanation, e.g. "replacing 12 "pipe with 24 "pipe]: Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C �r �=_ Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 5 of 8 REV 07/2018 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 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. Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C �r �=1- Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 6 of 8 REV 07/2018 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. (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: 1AF14556-E772-420B-B4C1-6AAD3DB5897C �r �=- Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 7 of 8 REV 07/2018 APPROVED BY: TEXAS DEPARTMENT OF TRANSPORTATION By: David M. Salazar, P.E. UN Authorized Signature District Ensineer (or designee) Date: OWNER By: Citv of Fort Worth Docu%Sig�ned�by�1 By: DD6BA6456E6D401 WiPjAb Costa William Johnson �o sislaaont Citv Manner 10/18/2024 Date: for Approval UA4S hr)Xr n'YJRSRR1.R7dr.AFd Chris Harder, P.E. Title: Director, Water Department Approved as to Form and Legality: Goigd by: E �j(A& ornoaaano7 Douglas W. Black Sr. Assistant City Attorney M&C No. Date: T Dined by: ettc. Janne S. Goo�dall City Secretary Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C �r �=_ Texas Department of Transportation Form DB-ROW-U-UAAA-DM Page 8 of 8 REV 07/2018 DB CONTRACTOR By: Jav Knez Signed by: By: D% k 64... Duly Authorized Representative Proi ect Director South -Point Constructors. a Joint Venture Date: 09/23/2024 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTH:POINT CONSTRUCTORS Utility Adi ustment Agreement Section 5. Plans and Specifications SEC-U-0520-10 Page 1 of 1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C c 0 1i M M 0 W U) IN 00 m 00 IN 0 Q) 0 I 0 U v c v a C 0 v Ln U N O c v u U M � 00 � Q o � M N o N Ln �0 U ~ J_ U- REVIEWED AND APPROVED BY: DIRECTOR WATER DEPARTMENT CITY OF FORT WORTH REVIEWED AND APPROVED BY: ENGINEERING MANAGER WATER DEPARTMENT CITY OF FORT WORTH REVIEWED AND APPROVED BY: PROJECT MANAGER HALFF ASSOCIATES Signed by: E � V iS f�aV'jtr saas1g7nrn1Zn CHRIS HARDER, P.E. ESigned by: 6L r. 6aw& 7138F3B1B9D864FF_. JOHN R. KASAVICH, P.E. fw J& ��- � RONALD G: KING, P.E. OTATE OF TEXA0 a a ON MAIN 11101 NIV00110 suffill Me 1010 MONSOON • 110 100, R WE ON I 11 i 10111)), M"INMI�gu( ffill 04MIN, NA I N' T I � I I N, 0160 u I I FEDERAL AID PROJECT F-2022(675) CSJ: 0008-13-125, ETC. SOUTHEAST CONNECTOR PROJECT 10/17/2024 DATE 09/24/2024 DATE 08/13/2024 DATE TARRANT COUNTY LIMITS/LENGTH: 1-20 FROM 1-20/1-820 INTERCHANGE TO FOREST HILL DRIVE = 2.2 MILES 1-20 FROM 1-20/1-820 INTERCHANGE TO LITTLE ROAD = 2.3 MILES 1-820 FROM 1-20/1-820 INTERCHANGE TO BRENTWOOD STAIR ROAD = 6.2 MILES US 287N FROM 1-820/US 287 INTERCHANGE TO VILLAGE CREEK ROAD = 0.8 MILES US 287S FROM 1-20/US 287 INTERCHANGE TO SUBLETT ROAD = 2.2 MILES NEEDS SPC RELEASE FOR CONSTRUCTION CITY OF FORT WORTH WATER LINE RELOCATION: 1114 & 1127 240813 SOO UT R COFW-PK10A (X-28287) SEC-U-0520 SEGMENT 1 S SEGMENT 3 5L&MLN 1 4 SEGMENT 3 SEGMENT 4 C ty SEGMENT 5 SahP. FOREST HILL Ar \ \ BUSINAESS 2V PROJECT LOCATION MAP N.T.S. 1ece lC It Rol Ta,W iwa N SEGMENT 6 ��­ (a SEGMENT 8 ' © 2024 by Texas Department of Transportation; all rights reserved 4' ® 4� RONALD G. KING° ° ° ° X 00 ° 81073 O �� 0�04 �\° l C E N skjjS�°���`�® 4 ANAL �-Z 08/13/2024 DESIGNED FED.RD. D I V. NO. FEDERAL AID PROJECT NO. RG K DRAWN 6 F-2022(675) JwJ STATE DISTRICT COUNTY CHECKED TEXAS FT. WORTH TARRANT LM H APPROVED CONTROL SECTION JOB RG K 0008 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33450 FUNCTIONAL CLASSIFICATION, DESIGN SPEED: URBAN INTERSTATE/ HIGH-SPEED 70 MPH MAINLANES URBAN FREEWAY URBAN INTERSTATE HIGH-SPEED 50 MPH COLLECTOR -DISTRIBUTORS URBAN INTERSTATE HIGH-SPEED 50 MPH HIGH-SPEED 50 MPH DIRECT CONNECTORS URBAN INTERSTATE HIGH-SPEED 45 MPH HIGH-SPEED 40 MPH HIGH-SPEED 50 MPH RAMPS URBAN ARTERIAL HIGH-SPEED 45 MPH HIGH-SPEED 40 MPH LOW -SPEED 40 MPH FRONTAGE ROADS URBAN COLLECTOR LOW -SPEED 30 MPH URBAN ARTERIAL LOW -SPEED 40 MPH URBAN ARTERIAL LOW -SPEED 30 MPH CROSS STREETS URBAN COLLECTOR LOW -SPEED 30 MPH LOCAL ROAD LOW -SPEED 30 MPH CRAIG STREET CONNECTIONS URBAN COLLECTOR LOW -SPEED 20 MPH U-TURNS URBAN COLLECTOR LOW -SPEED 15 MPH SHARED USE PATH URBAN COLLECTOR LOW -SPEED 10 MPH THE BASIS OF BEARINGS IS DERIVED FROM STATIC GPS DATA COLLECTED ON PUBLISHED TXDOT MONUMENTS REFERENCED TO NAD83 (2011) EPOCH 2010, STATE PLANE TEXAS NORTH CENTRAL ZONE (4202), NAVD88 GEOID 2012A COORDINATE SYSTEM WITH A GRID TO GROUND SURFACE ADJUSTMENT FACTOR OF 1.00012. NOTES: 1. SPECIFICATIONS ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION, NOVEMBER 2014 AND SPECIFICATION ITEMS LISTED AND DATED AS FOLLOWS, SHALL GOVERN ON THIS PROJECT: REQUIRED CONTRACT PROVISIONS FOR ALL FEDERAL -AID CONSTRUCTION CONTRACTS (FORM FHWA 1273, MAY 2012). THIS PROJECT HAS BEEN DESIGNED USING THE DESIGN BUILD AGREEMENT DOCUMENTS INCLUDING ALL THE TECHNICAL DOCUMENTS AND THE TECHNICAL REQUIREMENTS. 2. TDLR INSPECTION REQUIRED. 14 0 Texas Department of Transportation OC 2024 SOUTH ApOINT ''� C_O�SCO�S_J Aa =!& Mt TOGKmiewi TBPE REGISTRATION No. F-6649 P"=COM AECOM Technical Services, Inc.- F-3580 ■■■ ■ haLff ■ TBPELS ENGINEERING FIRM #312 00 00 N ►4 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C INDEX OF SHEETS * SHEET DESCRIPTION DATE REV * S00-UT-33450 TITLE SHEET - SEC-U-0520 0811312024 0 * S00-UT-33451 INDEX OF SHEETS - SEC-U-0520 i 0811312024 0 * S00-UT-33452 GENERAL NOTES - SEC-U-0520 0811312024 0 * S00-UT-33453 OVERALL PROJECT MAP, SURVEY CONTROL POINTS 0811312024 0 * S00-UT-33454 PROJECT KEYMAP - SEC-U-0520, SEGMENT 1 N 0811312024 0 * S00-UT-33455 EXISTING WATER SYSTEM ABANDONMENT LAYOUT ' 0811312024 0 * S00-UT-33456 PROPOSED WATER SYSTEM & EXISTING ISOLATION VALVE LAYOUT 0811312024 0 * S00-UT-33457 LEGEND 0811312024 —0j * S00-UT-33458 WATER LINE RELOCATION 1114, PLAN & PROFILE - STA 1 +00.00 TO STA 3+81.46 0811312024 0 * S00-UT-33459 WATER LINE RELOCATION 1127A, PLAN & PROFILE - STA 1 +00.00 TO STA 1 +64.00 08/13/2024 * S00-UT-33460 WATER LINE RELOCATION 1127B, PLAN & PROFILE - STA 1 +00.00 TO STA 3+54.55 0811312024 0 * S00-UT-33461 DETAILS, TRENCH REPAIR A & B 0811312024 * S00-UT-33462 DETAILS, TRENCH REPAIR C, D, & E 0811312024 0 * S00-UT-33463 DETAILS, D016 & D007 0811312024 0 * S00-UT-33464 DETAILS, DI11 & D112 0811312024 0 * S00-UT-33465 DETAILS, D113 & D114 0811312024 0 * S00-UT-33466 DETAILS, D116 & D117 0811312024 0 * S00-UT-33467 DETAILS, D120 & D123 0811312024 0 * S00-UT-33468 DETAILS, D126 0811312024 0 * S00-UT-33469 DETAILS, D130 & D131 0811312024 U c * S00-UT-33470 DETAILS, D132 & D133 0811312024 0 9r * S00-UT-33471 DETAILS, D134 & D135 0811312024 0 L 1 M M O H O O U W N rr) mAM&m 00 rr) 00 O r—I O 4 N I O U N C v 0 v c 0 v Ln .R U N O i Q v c v o U O Q O � N Q � O H � M N ISSUE RECORD N NO. DESCRIPTION DATE N (A 0 RELEASED FOR CONSTRUCTION 08/13/2024 ~ J_ U- 0 e . haLff TBPELS ENGINEERING FIRM #312 SOUTHAPOINT CONSTRUCTORS * SHEET DESCRIPTION Ill C ■ NEEDS SPC RELEASE FOR CONSTRUCTION INDEX OF SHEETS DATE REV 1 File Name: SOUTHEAST CONNECTOR PROJECT Status: EC S00-10-UT-33451.dgn UTILITIES RFC Date: INDEX OF SHEETS - SEC-U-0520 08/13/2024 Sheet: 2 OF 22 * INCLUDED IN THIS PACKAGE O F T �� °°°°°°°°°°°°.. Dp x RONALD G. KING °°°°°81073 P410 -I'° T C E N s`�°���`�® s/° ® ANAL �® oo 08/13/2024 F Texas Department of Transportation Af © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. R DRAWNN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SHEET E T CHECKED TEXAS FT. WORTH TARRANT LMH CONTROL SECTION JOB S00-UT-33451 APPROVED RGK 0008 13 125, etc N 00 00 N 24 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C GENERAL NOTES GENERAL NOTES GENERAL NOTES DIVISION 01 - GENERAL REQUIREMENTS GENERAL: 2. EXISTING VERTICAL DEFLECTIONS AND PIPE SLOPES SHOWN ON THE PLANS WERE OBTAINED FROM 16. ALL EXISTING WATER METERS SHALL BE RELOCATED 3 FT. BEHIND THE CURB OR AS SHOWN ON THE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR RECORD DRAWINGS AND HAVE NOT BEEN FIELD VERIFIED. SOME PIPELINE SLOPES WERE ADJUSTED PLANS (SECTION 33 12 10). PRIVATE, PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING TO MATCH SURVEYED MANHOLE FLOW LINES. RIM ELEVATIONS, FLOW LINES, AND HORIZONTAL 17. THE CONTRACTOR SHALL INSTALL A 2-INCH TEMPORARY WATER SERVICE MAIN PER SECTION 33 04 UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON LOCATIONS OF EXISTING MANHOLES WERE DETERMINED FROM FIELD SURVEY. HOWEVER, IF 30. LARGE DOMESTIC SERVICES (3-INCH AND LARGER) AND FIRE LINES SHALL REQUIRE A LARGER INFORMATION FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL CONFLICTS WITH PAVING, ADDITIONAL FILL, STORM SEWER, DRAINAGE HEADWALLS, INLETS, BRIDGE MAIN FOR TEMPORARY WATER SERVICE DURING CONSTRUCTION. APPURTENANCES OBSERVED IN THE FIELD. THE CITY AND ENGINEER SHALL NOT BE RESPONSIBLE PIERS, EMBANKMENTS, MSE WALLS, RETAINING WALLS, ABOVE GROUND STRUCTURES, FRANCHISE 18. ALL PVC WATER MAINS 12-INCH DIAMETER AND SMALLER SHALL BE DR-14 PER SECTION 33 11 12. FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR UTILITIES, ETC. HAVE BEEN IDENTIFIED, THE UTILITIES IN CONFLICT SHALL BE LOCATED AND ALL DUCTILE IRON WATER MAINS SHALL BE POLY WRAPPED PER SECTION 33 11 10, 33 11 11. SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION OR POTHOLED USING VACUUM EXCAVATION METHOD PER SECTION 33 05 30 PRIOR TO CONSTRUCTION CATHODIC PROTECTION STUDY IS REQUIRED ON ALL PIPES OTHER THAN PVC. IN ACCORDANCE WITH DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OF THE MAIN. CONTRACTOR SHALL PROVIDE ALL POTHOLE DATA AND OTHER DOCUMENTATION OF THE RECOMMENDATIONS FROM THE CATHODIC PROTECTION STUDY, THE DRAWINGS AND OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION AND FOR THE SAFETY AND THESE CONFLICTS (PLANS, SHOP DRAWINGS, SURVEY DATA, ETC.) TO THE CITY INSPECTOR, WATER SPECIFICATIONS FOR CATHODIC PROTECTION SHALL APPLY. PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. ENGINEERING, WATER FIELD OPERATIONS, AS PLANS SHALL BE REVISED AND SUBMITTED FOR 19. ALL WATER MAINS SHALL HAVE TEMPORARY PLUGS PER SECTIONS 33 04 40, 33 12 25 AND DETAIL AT 2. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED OWNERS (UTILITY COMPANIES) OR AGENCIES IN REVIEW BY THE CITY IN ORDER TO AVOID A CONFLICT. THE END OF EACH WORK DAY. DEFLECT WATER MAINS AT JOINTS TO CLEAR CURB INLETS. MINIMUM WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 3. MAINTAIN ALL EXISTING WATER AND SEWER CONNECTIONS TO CUSTOMERS IN WORKING ORDER AT HORIZONTAL SEPARATION FROM OUTER WALL OF MAIN TO OUTER WALL OF INLET SHALL BE 5 FEET. A. NOTIFY TEXAS 811 (1-800-DIG-TESS OR WWW. TEXAS81 1. ORG) TO LOCATE EXISTING ALL TIMES, EXCEPT FOR BRIEF INTERRUPTIONS IN SERVICE FOR WATER AND SEWER SERVICES TO BE MINIMUM HORIZONTAL SEPARATION FROM OUTER WALL OF MAIN TO OUTER DIAMETER DRILLED UTILITIES PRIOR TO CONSTRUCTION. REINSTATED. IN NO CASE SHALL SERVICES BE ALLOWED TO REMAIN OUT OF SERVICE OVERNIGHT. SHAFTS, AND OUTER WALL OF HEADWALLS SHALL BE 10 FT. B. CAUTION! BURIED ELECTRIC LINES MAY EXIST ALONG THIS PROJECT. CONTACT 4. PROVIDE AND FOLLOW APPROVED CONFINED SPACE ENTRY PROGRAM IN ACCORDANCE WITH OSHA 20. UNLESS OTHERWISE NOTED ON THE PLANS, THE GATE VALVES SHALL BE INSTALLED TO LINE UP WITH ELECTRICAL PROVIDERS 48 HOURS PRIOR TO EXCAVATION: REQUIREMENTS. CONFINED SPACES SHALL INCLUDE MANHOLES AND ALL OTHER CONFINED SPACES THE PROPERTY/ROW LINE. • ONCOR 24/7 CONTACT 817-913-5365 IN ACCORDANCE WITH OSHA'S PERMIT REQUIRED FOR CONFINED SPACES. 21. CONTRACTOR AND CITY INSPECTOR SHALL CONTACT WATER FIELD OPERATIONS PRIOR TO ALL ITEMS C. CAUTION! BURIED GAS LINES MAY EXIST ALONG THIS PROJECT. CONTACT GAS COMPANIES 5. ONLY CITY PREQUALIFIED CONTRACTORS, BY APPROPRIATE WATER DEPARTMENT WORK CATEGORY, BEING REMOVED OR SALVAGED. CONTRACTOR SHALL PROVIDE THE DOCUMENTS TO THE CITY 48 HOURS PRIOR TO EXCAVATION, AND WITHIN TWO (2) HOURS OF ENCOUNTERING A SHALL BE ALLOWED TO ADJUST VALVE BOXES, MANHOLES, RING & COVERS, ETC. INSPECTOR FOR ALL ITEMS REMOVED AND SALVAGED TO WATER FIELD OPERATIONS WAREHOUSE. GAS LINE: 6. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY. THE CONTRACTOR SHALL CONSTRUCT THE CONTACT WAREHOUSE SUPERVISOR AND DELIVER ALL SALVAGED MATERIALS TO THE WAREHOUSE • ATMOS 24/7 CONTACT 866-322-8667 PROPOSED WORK UTILIZING A TRENCH SAFETY PLAN PREPARED BY A LICENSED PROFESSIONAL LOCATED AT 1608 I1TH AVE. FORT WORTH TX 76102. • ENLINK 24/7 CONTACT 214-721-9378 ENGINEER IN THE STATE OF TEXAS, FOR THIS PROJECT, IN ACCORDANCE WITH OSHA EXCAVATION 22. INSTALL SURFACE UTILITY MARKERS AT ALL HORIZONTAL BENDS, TEST STATIONS, AND OTHER • DIVERSIFIED JODY CURRY 940-393-8563 SAFETY STANDARDS, FEDERAL AND STATE REQUIREMENTS, PER SECTION 33 05 10. A TRENCH LOCATIONS SPECIFIED IN SECTION 33 05 26. SURFACE MARKERS WILL ONLY BE INSTALLED IN GREEN • SUMMIT MIDSTREAM ANDY AIVAZIAN 214-794-6635 SAFETY PLAN SHALL BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. THIS WOULD ALSO SPACE OUTSIDE OF PAVED AREAS. JARROD STEWART 304-932-9088 INCLUDE A GROUND WATER CONTROL PLAN IF CONDITIONS MEETING CRITERIA OUTLINED IN • FLINT HILLS RESOURCES 24/7 CONTACT - SECTION 33 05 10 EXIST. SANITARY SEWER: D. CAUTION! BURIED COMMUNICATION CABLES MAY EXIST ALONG THIS PROJECT. CONTACT 7. ALL EMBEDMENT AND BACKFILL SHALL BE IN ACCORDANCE WITH TXDOT ITEM 400. 1. VERIFY THAT ALL CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE FOR SANITARY SEWER ONLY. COMMUNICATION COMPANIES 48 HOURS PRIOR TO EXCAVATION: 8. EXISTING UTILITY INFORMATION IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA IS NOTIFY CITY OF ANY DISCOVERED ILLICIT CONNECTIONS. • AT&T 24/7 CONTACT 1-800-286-8313 SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT THE CITY AND THE 2. THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGES TO PROPERTIES, HOMES, AND BASEMENTS BILLY KIDD 972-322-0709 ENGINEER NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THE DATA. FROM BACKUP, WHICH MAY RESULT DURING THE INSTALLATION OF NEW PIPE AND/OR • CHARTER (SPECTRUM) THOMAS SONNIER 817-205-9098 9. EXISTING UTILITY CROSSINGS SHOWN ON THE PROFILE ARE FROM REFERENCE PLANS, AND FROM ABANDONMENT OF EXISTING PIPE. THE CONTRACTOR WILL BE ALLOWED TO OPEN CLEAN OUTS • CONTERRA 24/7 CONTACT 1-800-634-1374 INFORMATION OBTAINED FROM THE UTILITY COMPANIES. IT SHALL BE THE CONTRACTOR'S WHERE AVAILABLE. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN UP ASSOCIATED WITH • MCIMETRO (VERIZON) BRYAN SCHAFER 972-213-3748 RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF THE EXISTING OPENING CLEAN OUTS. • ZAYO 24/7 CONTACT 1-866-236-2824 UTILITIES. 3. FOR ALL SANITARY SEWER SERVICE CONNECTIONS AT MANHOLES, PROVIDE A HYDRAULIC SLIDE IN E. CAUTION! BURIED CITY OF FORT WORTH WATER AND SANITARY SEWER LINES MAY EXIST 10. CITY INSPECTOR SHALL BE GIVEN ADVANCED NOTIFICATION AND BE ON SITE FOR ALL MANHOLE AND ACCORDANCE WITH THE DETAILS. ALONG THIS PROJECT. CONTACT THE CITY 48 HOURS PRIOR TO EXCAVATION: VALVE CONCRETE COLLAR INSTALLATION. REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AS 4. THE PROPOSED SANITARY SEWER LINES AT TIMES WILL BE LAID CLOSE TO OTHER EXISTING UTILITIES • FORT WORTH WATER CLSAR ZAVALA 817-475-2656 SPECIFIED ON PLANS. AND STRUCTURES BOTH ABOVE AND BELOW GROUND. THE CONTRACTOR SHALL MAKE NECESSARY MATT DAVIS 817-944-8277 11. IF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION, TRENCH WATER STOPS SHOULD BE PROVISIONS FOR THE SUPPORT AND PROTECTION OF ALL UTILITY POLES, GAS MAINS, TELEPHONE • FORT WORTH SEWER LUKE COFFMAN 817-223-7438 INSTALLED AT 500-FOOT MINIMUM INTREVALS TO PREVENT MIGRATION OF WATER WITHIN THE WATER CABLES, SANITARY SEWER MAINS, WATER MAINS, DRAINAGE PIPES, UTILITY SERVICES, AND ALL MIKE MAINORD 817-480-9944 OR WASTEWATER TRENCH. OTHER UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW GROUND DURING CONSTRUCTION. F. CAUTION! WHEN DOING WORK WITHIN 200 FEET OF ANY SIGNALIZED INTERSECTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AT THE PRE -CONSTRUCTION MEETING PER SECTION CONTRACTOR SHALL NOTIFY TRAFFIC MANAGEMENT DIVISION OF CITY OF FORT WORTH WATER: 01 33 00 FOR SUPPORT/PROTECTION OF LARGE DIAMETER WATER MAINS (16-INCH AND LARGER) T/PW, 72 HOURS PRIOR TO EXCAVATION (817-392-7738). THE CONTRACTOR SHALL 1. PROVIDE THRUST RESTRAINT BY MEANS OF RESTRAINING JOINTS AT FITTINGS AND CONCRETE AND SANITARY SEWER MAINS (15-INCH AND LARGER) FOR REVIEW BY CITY INSPECTOR, WATER PROTECT EXISTING SIGNAL HARDWARE, GROUND BOXES, DETECTION LOOPS, AND BLOCKING. WHEN SPECIFICALLY INDICATED ON THE DRAWINGS, PROVIDE THRUST RESTRAINT AT ENGINEERING, AND WATER FIELD OPERATIONS PRIOR TO CONSTRUCTION IN THESE AREAS. IN UNDERGROUND CONDUIT AT SIGNALIZED INTERSECTIONS. ANY DAMAGES AT SIGNALIZED DESIGNATED JOINTS BEYOND THE FITTINGS. EACH METHOD SHALL BE CAPABLE OF THRUST ADDITION, THE CONTRACTOR SHALL SUBMIT A CONTINGENCY PLAN AND EMERGENCY PLAN TO THE INTERSECTIONS SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. THE RESTRAINT INDEPENDENT OF THE OTHER SYSTEM. THE CONTRACTOR SHALL REFER TO CITY SAME PERSONNEL WHICH INCLUDES ACCEPTABLE PIPE MATERIALS ON -SITE FOR REPAIRS. THE Ln � CONTRACTOR SHALL CONTACT THE CITY AT 817-392-8100 TO PERFORM CONDUIT LINE STANDARD DETAILS FOR AREA REQUIRED TO INSTALL CONCRETE BLOCKING. CONTRACTOR IS LIABLE FOR ALL DAMAGES TO EXISTING WATER AND SANITARY SEWER MAINS AS A M LOCATES AT SIGNALIZED INTERSECTIONS 72 HOURS PRIOR TO COMMENCING WORK AT 2. ALL DUCTILE IRON MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED TO PIPE USING RETAINER RESULT OF THE CONTRACTOR'S OPERATIONS. THE INTERSECTION. GLANDS 5. CONTRACTOR SHALL CONDUCT A PRE -CONSTRUCTION TELEVISION INSPECTION (CCTV) OF ALL G. THE CONTRACTOR SHALL NOTIFY THE CITY OF FORT WORTH PROJECT MANAGER 48 3. ALL WATER SERVICES SHALL BE INSTALLED ABOVE STORM SEWERS, EXCEPT WHERE SHOWN EXISTING SANITARY SEWER LINES, WHICH ARE TO BE ABANDONED, TO VERIFY LOCATIONS OF ALL HOURS PRIOR TO THE START OF ANY EXCAVATION (JOHN KASAVICH: 817-392-8480) OTHERWISE IN THE DRAWINGS. SANITARY SEWER SERVICE CONNECTIONS PRIOR TO CONSTRUCTION OF THE ENTIRE PROJECT. 3. THE LOCATION OF ALL DRIVEWAYS, RETAINING WALLS, STRUCTURES, ETC. WHICH MAY BE SHOWN ON 4. ELEVATION ADJUSTMENT AT CONNECTIONS MAY BE MADE WITH BENDS, OFFSETS, OR JOINT FORMAT OF THE CCTV VIDEO, PLAN EXHIBITS, AND REPORT SHALL BE IN ACCORDANCE WITH o THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXACT SIZE, LOCATION, DEFLECTIONS. JOINT DEFLECTIONS SHALL NOT EXCEED FIFTY PERCENT (50%) OF MANUFACTURER'S SECTION 33 01 31. REPORT SHALL CLEARLY IDENTIFY EXISTING SANITARY SEWER MAIN/LATERAL ELEVATION, AND CONFIGURATION OF ALL STRUCTURES PRIOR TO CONSTRUCTION. RECOMMENDATIONS. NUMBER, MANHOLES, STATION NUMBER (FROM AND TO), STREET ADDRESS, PIPE SIZE, PIPE U 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE GENERAL SAFETY AT AND ADJACENT TO 5. 12-INCH DIAMETER AND SMALLER WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF MATERIAL, SERVICE LOCATIONS, PIPE MATERIAL CHANGES, ETC. COPIES OF THE CCTV VIDEO, LAYOUT, LU THE PROJECT AREA, INCLUDING THE PERSONAL SAFETY OF PUBLIC AND PRIVATE PROPERTY. 48-INCHES AND 16-INCH AND LARGER WATER MAINS SHALL BE INSTALLED A MINIMUM COVER OF 60- MARKED UP PLANS SHOWING LIMITS, AND REPORT SHALL BE PROVIDED TO THE CITY INSPECTOR, Ln CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY SEWER FACILITIES TO AFFECTED PROPERTY INCHES, MEASURED FROM TOP OF SURFACE (EXISTING AND PROPOSED) EXCEPT WHERE SHOWN CITY PROJECT MANAGER, WATER ENGINEERING, AND WATER FIELD OPERATIONS, AS THE N OWNERS, IF NECESSARY PER SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS. OTHERWISE IN THESE PLANS. SCHEDULE SHALL ALLOW FOR A REVIEW TIME OF 2 WEEKS. 000 5. CONTRACTOR'S PERSONNEL SHALL HAVE IDENTIFYING CLOTHING, HATS OR BADGES AT ALL TIMES 6. VALVES SHALL BE INSTALLED WHERE DESIGNATED ON THESE PLANS IN ACCORDANCE AND SHOP 6. CONTRACTOR SHALL ENSURE THAT ALL ACTIVE SERVICES CAN BE RECONNECTED AND/OR REROUTED � WHICH IDENTIFY THE CONTRACTOR'S NAME, LOGO OR COMPANY. THE CONTRACTOR SHALL ALSO DRAWINGS PROVIDED TO THE CITY INSPECTOR FOR REVIEW PER SECTION 33 12 20. VAULTS SHALL TO THE NEW SANITARY SEWER MAIN/LATERAL PER SECTION 33 31 50. CONTACTOR SHALL NOTIFY o HAVE IDENTIFICATION ON ALL VEHICLES. BE INSTALLED ON ALL MAINS 16-INCH DIAMETER AND LARGER PER SECTIONS 33 12 20, 33 05 16, THE CITY INSPECTOR, CITY PROJECT MANAGER, WATER ENGINEERING, AND WATER FIELD 6. THE CONTRACTOR SHALL DISTRIBUTE NOTICES (DOOR HANGER) TO ALL AFFECTED PROPERTY AND 03 30 00. OPERATIONS OF ANY POTENTIAL CONFLICTS PRIOR TO CONSTRUCTION, SO MODIFICATIONS TO THE OWNERS PRIOR TO BEGINNING WORK ON EACH PROPERTY PER SECTION 01 35 13. 7. FIRE HYDRANTS SHALL BE A MINIMUM OF 3 FT. BEHIND THE BACK OF CURB (MAXIMUM 9 FT.) AND IN PLANS CAN BE MADE IF NECESSARY. 0 7. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY INSPECTOR, CITY PROJECT MANAGER AT THE LINE WITH THE PROPERTY/LOT LINES EXCEPT WHERE SHOWN OTHERWISE IN THESE PLANS. 7. CONTRACTOR SHALL BYPASS PUMP SEWAGE AROUND SECTION OF PIPE PRIOR TO BEING REPLACED PRE -CONSTRUCTION MEETING FOR REVIEW. ANY CONSTRUCTION ACTIVITY, MATERIALS, ETC. THAT CONSTRUCTION AND SHOP DRAWING SUBMITTALS TO THE CITY INSPECTOR PER SECTION 33 12 40. OR REHABILITATED PER SECTION 33 03 10. ARE IDENTIFIED BY THE CITY AS NON -COMPLIANT WITH THE STANDARD DETAILS AND SPECIFICATIONS 8. CONTRACTOR SHALL PROVIDE A CLEANING PLAN AND DISINFECTION PLAN FOR 24-INCH AND LARGER 8. NEW MANHOLES SHALL BE CONSTRUCTED SUCH THAT THE MANHOLE COVER IS AT FINISHED SHALL BE REMOVED AND REPLACED WITH MATERIALS THAT CONFORM WITH THE STANDARD DETAILS WATER MAINS, PRIOR TO CONSTRUCTION IN ACCORDANCE WITH SECTION 33 04 40, PART 1.5, SURFACE GRADE, OR AS NOTED ON THE PLANS. CONCRETE COLLARS PER SPECIFICATION 33 05 13 AND SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE. REFERENCE SECTION 01 33 00 SUBMITTALS SUBMITTALS. INSERT CLEANING PIG IN WATER MAIN WHERE DIRECTED. CLEANING PIG SHALL BE AND DETAIL SHALL BE INSTALLED WITH ALL NEW MANHOLES (INCLUDING MANHOLES OUTSIDE OF AND SECTION 01 60 00 PRODUCT REQUIREMENTS, AND THE GENERAL CONDITIONS. PROVIDED BY CONTRACTOR IN ACCORDANCE WITH SECTION 33 04 40. FLUSHING IS ONLY PAVEMENT AND/OR ON EASEMENTS), AS REQUIRED FOR THIS PROJECT. CONCRETE COLLARS v 8. PRIOR TO SCHEDULING THE PROJECT FINAL, THE CONTRACTOR SHALL PROVIDE REDLINES, CUT PERMITTED WHEN SPECIALLY DESIGNATED IN THE DRAWINGS, AND THE CONTRACTOR SHALL IDENTIFIED IN THE FIELD THAT ARE NOT IN COMPLIANCE WITH THE SPECIFICATIONS AND DETAILS (I.E. SHEETS, FINAL APPROVED PIPE SHOP DRAWINGS, CCTV VIDEO/REPORTS, LINER RESULTS, ETC., PIPE PROVIDE THE PLAN SUBMITTALS TO THE CITY INSPECTOR, CITY PROJECT MANAGER, WATER FIELD INCORRECT COLLAR THICKNESS, NO STEEL REINFORCEMENT) SHALL BE REMOVED AND REPLACED AT �I REPORT AND SERVICE REPORT PER SECTIONS 01 77 19, 01 78 39, AND 33 01 31 TO THE CITY FOR OPERATIONS AND WATER ENGINEERING FOR REVIEW AT LEAST 1 WEEK PRIOR TO START OF THE CONTRACTOR'S EXPENSE. o REVIEW, REVISIONS, AND FINAL ACCEPTANCE. CONSTRUCTION. 9. SANITARY SEWER SERVICES LARGER THAN 6-INCH DIAMETER SHALL CONNECT TO A MANHOLE. FOR 9. WHEN IT IS REQUIRED THAT A CONTRACTOR WORK OR ENTER PRIVATE PROPERTY, THE CONTRACTOR 9. INSTALL CHLORINATION AND SAMPLING POINTS AT DESIGNATED LOCATIONS PER SECTION 33 04 40. ALL SANITARY SEWER SERVICE CONNECTIONS AT THE MANHOLE, CONTRACTOR SHALL PROVIDE A v SHALL CONTACT THE PROPERTY OWNER 48 HOURS PRIOR TO CONSTRUCTION PER SECTION 01 11 00. 10. CORPORATION STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. HYDRAULIC SLIDE IN ACCORDANCE WITH SECTION 33 39 20 AND STANDARD DETAIL. -d DO NOT STORE EQUIPMENT OR MATERIAL ON PRIVATE PROPERTY UNLESS AND UNTIL THE SPECIFIED CONSTRUCTION AND SHOP DRAWING SUBMITTALS PER SECTION 33 12 10. 10. SANITARY SEWER MANHOLES CALLED OUT FOR INTERIOR CORROSION PROTECTION SHALL CONFORM v APPROVAL OF THE PROPERTY OWNER HAS BEEN SECURED IN WRITING BY THE CONTRACTOR AND A 11. ALL WATER MAINS CROSSING BELOW STORM SEWER LINES SHALL BE DUCTILE IRON PIPE PER TO SECTION 33 39 60 LINER SYSTEM FOR SANITARY SEWER STRUCTURES. THIS SHALL INCLUDE -� COPY FURNISHED TO THE CITY. SECTION 33 11 10 AND BACKFILLED WITH CLSM PER SECTION 03 34 13, UNLESS NOTED OTHERWISE. MANHOLES ON MAINS WITH 3 % OR GREATER GRADE, ALL DROP MANHOLES, SIPHONS, JUNCTION Q 10. ANY EXCESS MATERIAL FROM EXCAVATION SHALL BE PLACED AT A LOCATION DESIGNATED BY 12. CONTRACTOR SHALL PROVIDE PIPE SHOP DRAWINGS IN ACCORDANCE WITH THE SPECIFICATIONS. STRUCTURES ON LARGE COLLECTOR MAINS 15-INCH DIAMETER AND LARGER, AND OTHER DESIGN -BUILD CONTRACTOR. THE LOCATION SHALL BE COORDINATED WITH THE DESIGN -BUILD DETAILED PIPE SHOP DRAWINGS/LAY SCHEDULE WATER MAINS 16-INCH DIAMETER AND LARGER, MANHOLES WHERE TURBULENCE IS AN ISSUE. UTILITY COORDINATOR. SURPLUS MATERIALS FROM EXCAVATION INCLUDING DIRT, TRASH, ETC. SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN TEXAS FOR DUCTILE IRON PIPE, 11. ODOR CONTROL IS REQUIRED FOR ALL SANITARY SEWER MANHOLES IN CITY PARK AREAS, PUBLIC SHALL BE PROPERLY DISPOSED OF AT A SITE ACCEPTABLE TO THE CITY'S FLOOD PLAIN CONCRETE, AND STEEL PIPE ARE REQUIRED SUBMITTALS BEFORE START OF CONSTRUCTION. SPACES, NEAR RESIDENCES, OR OTHER AREAS AS DETERMINED BY THE CITY ON MAINS 15-INCH ADMINISTRATOR IF WITHIN THE CITY LIMITS. IF THE LOCATION IS NOT WITHIN THE CITY LIMITS, THE ELEVATION ADJUSTMENT AT CONNECTIONS MAY BE MADE WITH BENDS, OFFSETS, OR JOINT DIAMETER AND LARGER. CONTRACTOR SHALL PROVIDE A LETTER STATING SO. SURPLUS MATERIAL MAY NOT BE PLACED IN DEFLECTIONS (FOR EXAMPLE, PVCJOINT DEFLECTIONS NOT TO EXCEED 50% OF THE NATURAL DRAINAGE WAY WITHOUT WRITTEN PERMISSION FROM THE AFFECTED PROPERTY OWNER MANUFACTURER'S RECOMMENDATIONS PER SECTION 33 11 12). REFERENCE DUCTILE IRON, AND THE CITY'S FLOOD PLAIN ADMINISTRATOR. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN CONCRETE, AND STEEL PIPE PER SECTIONS 33 11 10, 33 11 13, 33 11 14, FOR THE DEFLECTION THE AREAS WITHOUT WRITTEN PERMISSION, CONTRACTOR SHALL RESPONSIBLE FOR ALL DAMAGE REQUIREMENTS. PRIOR TO SCHEDULING THE PROJECT FINAL, THE CONTRACTOR SHALL PROVIDE RESULTING FROM SUCH FILL AND SHALL REMOVE THE MATERIAL. REDLINES, CUT SHEETS, FINAL APPROVED PIPE SHOP DRAWINGS, ETC., PIPE REPORT AND SERVICE 11. CONTRACTOR SHALL CONTACT LOCAL SCHOOLS PRIOR TO BEGINNING CONSTRUCTION TO INFORM REPORT PER SECTIONS 01 77 19, 01 78 39, AND 33 01 31 TO THE CITY FOR REVIEW, REVISIONS, AND PRINCIPALS AND ADMINISTRATORS OF CONSTRUCTION IN THE AREA. A NOTE ON THE SCHOOL FINAL ACCEPTANCE. � 0��4®� MARQUEE IS SUGGESTED TO INFORM PARENTS AND STUDENTS OF CONSTRUCTION CONSTRUCTION 13. ALL NON-STANDARD BENDS SHALL BE MADE BY USING THE CLOSEST STANDARD MJ FITTINGS OR ��° ° REMAINLn OOPEN � �LLSIBLE TIMES AND ALLALTERNATIVE LANES OF TRAFFIC UTES AROUND SHALL SBE OPEN UP AT THE END OF EACH NE LANE SHALL FITTINGS WITH THE REQUIRED D AWING SUBMITTALS, SHA L BE IN ACCORDADEFLECTIONS. NCE WI H SECTIONS OINT 33 11 10 33 11 11, ASSOCIATED 33 11 13 U WORK DAY. AND 33 11 14. °° D °' 14. ALL EXISTING 314-INCH WATER SERVICE LINES SHALL BE REPLACED WITH 1-INCH TYPE K COPPER ° ° ° ° ° ° ° ° ° ° ° ° ° ° °� o RONALD G. KING DIVISION 03 - CONCRETE SERVICE LINES (PER ASTM B88), WITH 1-INCH CORPORATION STOPS AND IF REQUIRED 1-INCH p°°°°°°°°°°°°°° TAPPING SADDLE AND 1-INCH X 314-INCH REDUCER AT THE 314-INCH CURB STOP AS DIRECTED BY THE o °° 81073 �p 1. HORIZONTAL BLOCKING FOR WATER LINES HAS BEEN OMITTED FOR CLARITY. HOWEVER, BLOCKING ENGINEER. SHOP DRAWINGS SHALL INDICATE FLARED COPPER TUBING WITH THREAD DIMENSIONS SHALL BE CONSTRUCTED AND SHOP DRAWINGS SUBMITTED TO THE CITY INSPECTOR FOR REVIEW, IN PER AWWA C800 AND SERVICE SADDLES SHALL BE DOUBLE STRAP PER SECTION 33 12 10. v ACCORDANCE WITH SECTION 03 30 00. 15. IF AN EXISTING WATER METER IS REMOVED AND REPLACED IN A DIFFERENT LOCATION, THE PRIVATE ��4Xssi o ° SERVICE LINE BEHIND THE WATER METER MAY ALSO NEED TO BE RELOCATED. A LICENSED PLUMBER 4p0 N A M DIVISION 33 - UTILITIES IS REQUIRED TO RELOCATE THE PRIVATE SERVICE. o GENERAL: a 1. WHEN IT IS REQUIRED THAT A CONTRACTOR WORK ON PRIVATE PROPERTY WITHIN UTILITY 08/13/2024 EASEMENTS, THE CONTRACTOR SHALL CONTACT THE PROPERTY OWNER 48 HOURS PRIOR TO �? CONSTRUCTION. ONCE THE PIPE HAS BEEN INSTALLED OR REHABILITATED, THE CONTRACTOR SHALL IMMEDIATELY COMMENCE SURFACE RESTORATION. SURFACE RESTORATION MUST BE COMPLETED TO `r) THE OWNER'S SATISFACTION WITHIN TEN (10) WORKING DAYS. FAILURE TO MAINTAIN AND/OR F' COMPLETE SITE RESTORATION, AS NOTED ABOVE, MAY RESULT IN DEFERMENT OF FURTHER PIPE Texas Department Of Transportation INSTrn © 2024 BEM File Name: DESIGNED FED.RD. HIGHWAY ISSUE RECORD FEDERAL AID PROJECT NO. i NO. DESCRIPTION DATE ::: halffSOUTHEAST CONNECTOR PROJECT SEC-S00-10-UT-33452.dgn RGK DIV.NO. NO. NEED P DRAWN 6 F-2022(675) 1820 N Ln 0 RELEASED FOR CONSTRUCTION 08/13/2024 I TBPELS ENGINEERING FIRM #312 S S C Status: ARELEASE FOR UTI LITI ES RFC jWj STATE DISTRICT COUNTY SNOT SOUTHIr-POINT Date: CHECKED TEXAS FT. WORTH TARRANT W I CONSTRUCTION GENERAL NOTES - SEC-U-0520 08/13/2024 LMH QJ I Sheet: APPROVED CONTROL SECTION JOB S00-UT-33452 p U_ CONSTRUCTORS 3 OF 22 RGK 0008 13 125, etc N N co N 24 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C c ni M M 0 0 0 U w m 00 m 00 0 0 0 v I 0 U v c v 0 0 v Ln U a) �o i a� v M U O C a-' O Q M N Ln oQj N vO-77 U ~ J oU- &-Pift- - -4pi&t-.,- ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION N EGNjLcNT 3 < Lq PCM y EMC 2B X = 2353211.24 Y = 6938140.28 O PCM Z = 623.41 EMC 2A W Y = 6937430.20 v Z=611.90 DATE 08/13/2024 PCM 000813250-03 X = 2360059.35 Y = 6953763.45 Z = 590.99 z z w w Ln w Ln WILBARGER BR NTWOOD STAIR RD PCM 000813250-01 X = 2363571.91 Y = 6959969.43 Z = 633.61 MEADOWBRC CRAIG ST PCM 000813250-04 j X = 2361149.96 Y = 6953719.97 Z = 588.02 E ROSEDAL �� PCM' 000813125-04 X = 2362470.80 `Y = 6948555.14 �. Z = 572.53 IN )28.31 I >62.86 PE X = 2360343.02 Y = 6946206.72 Z = 588.02 PCM 000813125-03 OD ix = ?�rn4n1 7r, e halff TBPELS ENGINEERING FIRM #312 SOUTH A POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION POINT NAME 000813250-01 000813250-02 000813250-03 000813250-04 000813125-03 000813125-04 EMC 1A EMC 1 B EMC 2A EMC 2B EMC 3A EMC 3B GROUND NORTHING GROUND EASTING ELEVATION 6960804.625 2363855.544 633.610 6961394.838 2362920.060 639.276 6954597.905 2360342.554 590.986 6954597.905 2361433.302 588.022 6944416.533 2360685.012 558.174 6949388.975 2362754.296 572.529 6947196.429 2360311.514 590.986 6947040.263 2360626.258 588.022 6938262.697 2353214.522 611.904 6938972.855 2353493.626 623.412 6928997.710 2358889.961 574.673 6929702.274 2358578.305 566.912 SOUTHEAST CONNECTOR UTILITIES OVERALL PROJECT MAP SURVEY CONTROL POINTS PROJECT File Name: SEC-S00-10-UT-33453.dgn Status: RFC Date: 08/13/2024 Sheet: 4 OF 22 0 800 4000 SCALE IN FEET NOTES: 1. HORIZONTAL COORDINATES IN TABLE ARE SURFACE COORDINATES AND ARE REFERENCED TO STATE PLANE NAD83 (2011), TEXAS NORTH CENTRAL ZONE 4202 IN U.S. SURVEY FEET. 2. PROVIDED SURFACE ADJUSTMENT FACTOR OF 1.00012 USED TO ACHIEVE GROUND SURFACE COORDINATES. 3. VERTICAL COORDINATES IN TABLE ARE REFERENCED TO NAVD88 UTILIZING GEOID 12A IN U.S. SURVEY FEET. RONALD G. KING 0°°00°°81073 TC E N S�°��4 oo 08/13/2024 ;'F Texas Department of Transportation Af © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK I DRAWN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY E T SHEET CHECKED TEXAS FT. WORTH TARRANT LMH CONTROL SECTION JOB S00-UT-33453 APPROVED RGK 0008 13 125, etc N 00 N 00 N iq `0j04,/,Vnuiimimmiw*-iivar.aLei i=;riniwir.imQ1 oieir.i.jiiiw&N1Yjd DATE: 81912024 4:54:19 PM FILE: c:Iusers Iah43161appdataIlocallben tleylprojectwiseIworkingdirlkiewit-us-pw. ben tley.com_kiewit-us-pw-011d078383715EC-500-10-UT-33454.dgn o z O 70 m r m D m 0 T 0 0 z U) c � p cn 0 m �o O � zo n 0;0 zrnz �rn rn rn � ADD C U) U) �rn� -or) o �v z U) 0 C rn D o U) C� cn mm C n o rn z � >r �MM z -rn U) c 0 o N O cn O 0 7U cn U) 71 ono F - rt T m F n Z rev In 0 T w j oN -P�b & C:) o� O NJ N C W w Lrl LO D n 0 0 2 7� D m C p r G) n,)S m z m0 = 0 m 0 n C:)0 m to m _ m O X D m rn �p O CC)0 r OD O N co 7 O o w O 0 n T D Q = O D 0 N O F� D C o cNn z n o r O (D co z o U) O O � C) C O N O W o < C° Lrl z o 00 r W ° o N �Sa�'�A Op0®�®°a A ry I� V; C,�� Oil- AVE TA rJ IdIS 400 ^ZDAL LAS AVE 71 nr C �- rj e Z� \ - o Q) \ \ w� p N �7 o N do II 13 I ` hyn4 °4 Fllfl fN _„Ca� Jc 11 `y�,4 IN194v� L/ )5 O C) c� y� W -p W .p Ul 00 O N (n O � O r rn 'z rn rn y O O O X-28287 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C c �i M 0 0 0 U w m 00 m 00 r\ 0 0 v I 0 U v z v a v 0 Ln U a) 0 i a� c v M U O C 00 N Q O Q M N Ln oQj N vOj O � - W U_ ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/13/2024 07 d- N rn WL-1114 (UT-11020) ABANDON 92 LF EXIST.--\ 6" CI WL WITH GROUT I REMOVE & SALVAGE � EXIST. FH & 6" GV CUT & PLUG EXIST. 6" Cl WL WL-1114 (UT-11019) ABANDON 203 LF EXIST: 2.25 �� Cl WL WITH GROUT -� L I �I I ill I� I III II J- F' r7170.� 1 MA Bt 1 H LN SEE COFW-PKI 1A FOR ABANDONMENT u III � , �„ � � _ MEADOWBROOK DR. �Y7 �_ - �J(- ' - - - �C-24564 • ----= w — -- x-o9505 MEAD WBROOK DR �� x�NKN EJ W �v ri/�r �5�a c~n z I IoC I � I / r/ // // / / �. _ ,2 CL 1 5 % /� / r / — W x �I LJ �-2�5$�i rr // rr / l / --- u gr j ,X-UNKN— // (y�0 // // j�` �`� — U FL — ��- J- � I /i/elf / �y• i/ /;/� � ��� � <<' REMOVE &SALVAGE 4-EXIST. WMs L L_ —]_ J� -UNKN _>>rI r — X CUT&PLUG �PURINGTON AVE� -1r-EXIST. 6" CI WL REMOVE & SALVAGE I — r�7/ EXIST. 6 GV IF � l �// WL-1127A (UT-11065) i % l l/ll �/ 11 ABANDON 27 LF EXIST. Ln-L + V // / l/// lr// l 11 l//r r// — _ 6" Cl WL WITH GROUT WOODBINE DR z ,+ n C r % // ///// / / yi � z /� -CUT &PLUG- X-UNKN � �� ///// EXIST. 8" CI WL X _ rJ // // 111/l / / / I —1 WL-1127A (UT-11064) ~ G�LL ; r� I // / / / ABANDON 63 LF EXIST. I 1 �- - J ��� / // ] II° 8" Cl WL WITH GROUT J _ -� // ///� / %/ // r REMOVE & SALVAGE ,� � � I .� J U �I -�� 11 /i l� l� /�P.,, , — J � s // EXIST WM �— X-UNKN L -L // /�4 l/ p ill /� /l L�'� - - -GR EENLEE ST L� r — �11 l�� WL-1127B �IGRtENLABANDON EXIST. X_UNKN l /� l/ 111 WATER SERVICE —) if ll ll�� — J Ll � I � ! lr lr ,lll 1•l l�l r � II I e . halff TBPELS ENGINEERING FIRM #312 SOUTHAPOINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION 0 80 400 SCALE IN FEET NOTES: 1. CONTRACTOR AND CITY INSPECTOR TO CONTACT THE CITY'S WATER FIELD OPERATIONS PRIOR TO ALL ITEMS BEING REMOVED OR SALVAGED. 2. CONTRACTOR SHALL PROVIDE DOCUMENTS TO CITY INSPECTOR FOR ALL ITEMS REMOVED AND SALVAGED TO THE CITY'S FIELD WATER OPERATIONS W WAREHOUSE. Y 3. CONTACT WAREHOUSE SUPERVISOR, z JESUS RAMIREZ, AT (817) 392-5027 OR Uj = WATER SYSTEMS SUPERVISOR, MATTHEW Ox DAVIS, AT (817) 944-8277. DELIVER ALL 0 SALVAGED MATERIALS TO CITY OF FORT WORTH FIELD OPERATIONS LOCATED AT 1608 I1TH AVE. FORT WORTH, TX 76102. . . SOUTHEAST CONNECTOR PROJECT UTILITIES EXISTING WATER SYSTEM ABANDONMENT LAYOUT File Name: SEC-S00-10-UT-33455.dgn Status: RFC Date: 08/13/2024 Sheet: 6 OF 22 4. ALL SALVAGED MATERIALS MUST BE DELIVERED TO CITY OF FORT WORTH FIELD OPERATIONS WITH IN 5 CALENDAR DAYS. 5. ALL EXISTING WATER SERVICES MUST BE RECONNECTED TO THE RELOCATED WATER LINES. WHERE APPROPRIATE, EXISTING WATER SERVICE PIPE SHALL BE ABANDONED WITH GROUT. 6. CUT & PLUG EXISTING LINES PER DETAIL D007. OF T �� °°°°°°°°°°°°o Dp RONALD G. KING 81073 P410 -\'° T C E N s` p��®s/° ® ANAL �® oo 08/13/2024 ;'F Texas Af © 2024 DESIGNED FED.RD. DIV.NO. RGK DRAWN 6 jWj CHECKED LMH APPROVED RGK STATE TEXAS CONTROL 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33455 N 00 N 00 N il Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C z a 11z:t M M 0 O 0 U W Ln N m 00 00 N O a ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION J Lv_I I� illy J L _ IE L J I III I-h �- III I hIL I � �� �11s ram / F L,�MBE H LN G SEE COFW-PK11A ; �// �/ // ,�� _ I ti _ Q Z 1 �� -p j°//j /I-q rJ Lu L L W I O I WL-1121 WL-1116A I X M / EAQQWBROQK DR O I �COFW-PKI ) / / o� (COFW-PK11A) MEADOWBROOK DR --24564 L _ T- - �1 X-UNKN--, �l I EXIST. - X-09505 7 ISOLATION - I I WL-1128 ° / / / , CL I ^' VALVE -]I 11 (COFW f 11 A) // // % ~ 11 � a I NI III II I`^� i/�'//% LL_ I I I I col J ICU x� EXIST. ISOLATIONA`l VALVE L / W I UjI,X-UNKN / / / - ,] j W I X / r_�r Imo' - U rr�llz �/ // �// //� ,�� 11,E L IILLIL_II_J3 U 1 I_„Lrl uu r1J�l4,98i_ 11.I mil- I I' -TNORMA,5T- - - - �� L r �`JI'x --,F- FLU `� 1 CC EXIST. ISOLATION VALVE I I I, I L cL r 1 _Li�fLl Il�1s -� y� ��/ / //�� f r \ O\�i----- X-UNKN----� I L J - Illy /��/ /i //i� /t�` _- r� �� PUR 1 NGTON AVE L / h'� ll f// l/� /// /// I �_ I I - �' I' _ 1 i III Li I I L]I EXIST. I I d 1 9 I jr- 1 __F'__ I ISOLATION o� I = 11= =s L �J� // ////// /// l�l J L F L s VALVE cr.-- _ / / / ---r I Lr ++ / 11% //llllll / / l WL-11 7 �� -=--L----------- I� X I I // // /// ///// / ,/ -x-U, �NKN- WOODBINE DR x-UNKN I z Z1:-F�L� � r� ll // ///// // /ti I -I EXIST. _ L EXIST. 1 _ �I , r r/ % // / �/ l -- ISOLATION ISOLATION I 1 �J I L J J '� �/ / //%/ / / �/ I] II VALVE VALVE I I O u n UI� � ' �� Q I L J a J - r_ h 1 // �/ �/ %/�/ // �L �l r - - - - - X_UNKN - O 1 L- L- LJ��// /�� l/p ��l /�lll I Cy�J-= GREENLEEST I I----------- � � CL _ /� % 1 I „���llll 11 GREENEST - LE ------ - - - -- � L I DATE 08/13/2024 MEN .. TBPELS halff SOUTH :POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION File Name: SOUTHEAST CONNECTOR PROJECT S a - 00-10-UT-33456.dgn UTILITIES RFC Date: PROP. WATER SYSTEM AND 08/13/2024 EXISTING ISOLATION VALVE LAYOUT Sheet: 7 OF 22 0 F T �� .. °°° °0 RONALD G. KING 81073 O �� `; ® 0 N A L �® oo 08/13/2024 T Texas T 2024 DESIGNED FED.RD. RGK DIV.NO. I DRAWN 6 jWj CHECKED LMH APPROVED RGK STATE TEXAS CONTROL 0008 0 80 400 SCALE IN FEET Department of Transportotion FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33456 N 00 N 0 N il Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C c Ln M M 0 0 0 U w N m 00 m 00 r\ 0 0 0 v I 0 U QJ C Q) O Q) L C L O Q) Ln U Q) �o i a, M U O C 4' 00 0- (Z) Q M N Ln oQj Qj N Ln LEGEND FTW WATER (PLAN VIEW) EXISTING WATER (TO REMAIN) — — — — FTW WTR-D — - EXISTING WATER (ABANDONED) TW WTRWT EXISTING WATER (TO ABANDON) X X -X,—X—XTW� -X X—WTR�D+ + -(- PROPOSED WATER LINE FTW WTR—PROP WATER CASING PIPE -------------------------- i APPURTENANCES (PROPOSED AND EXISTING): WATER GATE VALVE ►� Da WATER REDUCER a FIRE HYDRANT A Q WATER METER ® wM CLEANING WYE FTW WATER (PROFILE VIEW) EXISTING GROUND FINISHED GRADE EXISTING WATER LINE PROPOSED WATER LINE CASING GATE VALVE (NO VAULT, WITH VAULT) COMBINATION AIR VALVE ASSEMBLY WITH VAULT PRESSURE PLUG TEE/TAP EXISTING UTILITY CROSSING* PROPOSED UTILITY CROSSING ///////////A *ACCURACY DESIGNATION IS INCLUDED IN THE EXISTING UTILITY CROSSING DESCRIPTION LABEL AS FOLLOWS: (A) - UTILITY LOCATION BASED ON SUE LVL A (B) - UTILITY LOCATION BASED ON SUE LVL B (R) - UTILITY LOCATION BASED ON RECORD DRAWINGS (U) - UTILITY LOCATION IS UNKNOWN ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/13/2024 OTHER UTILITIES* ELECTRIC — OVERHEAD ELECTRIC — OVERHEAD FIBER OPTIC — — OVERHEAD FIBER OPTIC/CTV OVERHEAD TELEPHONE FIBER OPTIC FIBER OPTIC — — FIBER OPTIC — FIBER OPTIC — — FIBER OPTIC FIBER OPTIC CTV TELEPHONE WATER WATER — WATER — WATER — WATER — — WASTEWATER - — WASTEWATER — WASTEWATER — WASTEWATER - — WASTEWATER — — GAS — PIPELINE — — PIPELINE — PIPELINE — — PIPELINE — PIPELINE — PIPELINE — — — —ONC— — — — —E—D— — — ONCOR — — —ONC— — — ——OHE-D— ONCOR — — —MCI— — — — —TEL-AERIAL- VERIZON BUSINESS — — —SPE— — — — —TEL-AERIAL CHARTER/CHARTER — — —ATT— — — — —TEL-AERIAL ATT ---ATT -----FOC-D--- ATT — — —ZAY— — — ——FOC-D— ZAYO — — —MCI— — — ——FOC-D— VERIZON BUSINESS (FORMERLY MCI) — — —SPE— — — ——FOC-D— — - CHARTER — — —CTL— — — ——FOC-D— — - CENTURY LINK (FORMERLY LEVEL 3) — —CON— — — ——FOC-D— — - CONTERRA TELECOM TERVICE - — —SPE— — — — —CTV-D— — - CHARTER ATT— — — — —TEL-D— ATT — — —FTW— — — — —WTR-D— - CITY OF FORT WORTH — — —KEN— — — — —WTR-D— — - CITY OF KENNEDALE — — —ARL— — — — —WTR-D— — - CITY OF ARLINGTON — — —FOR— — — — —WTR-D— CITY OF FOREST HILL ---PVT -----WTR-D--- PRIVATE — — —FTW— — — — —WW-D— — — CITY OF FORT WORTH — — —KEN— — — — —WW-D— — CITY OF KENNEDALE — — —ARL— — — — —WW-D— — CITY OF ARLINGTON — — —FOR— — — — —WW-D— — — CITY OF FOREST HILL — — —PVT— — — — —W W-D— — — PR 1 VATE — — —ATM— — — — —GAS-D— — - ATMOS — — —BLU— — — — —PL-D— — — BLUE STONE NATURAL — — —COW— — — — —PL-D— — — COWTOWN (SUBSIDIARY OF CRESTWOOD) — — —ETR— — — — —PL-D— — — ENERGY TRANSFER — — —FHR— — — — —PL-D— — - FLINT HILLS — — —SUM— — — — —PL-D— — - SUMMIT MIDSTREAM (DFW MIDSTREAM) — — —WLM— — — — —PL-D— — — WILLIAMS *ONLY EXISTING SUE LVL D LINESTYLES SHOWN (AS GENERAL REPRESENTATION OF ALL UTILITY LINESTYLES) OTHER UTILITY STRUCTURES MANHOLE HANDHOLE 0 POWER POLE OEM MEN TBPELS ha�ff, SOUTHIr-APOINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION GENERAL EXISTING R.O. W. — — — PROPOSED R.O.W. — — - - — - - EXISTING PROPERTY LINE EXISTING EASEMENT - — — — — — — PROPOSED EASEMENT (PRELIMINARY) - - - - - - - - - - - - PROPOSED EASEMENT (FINAL) - - - - - - - - - - - - - FLOODPLAINBOUNDARY-------------- DRAINAGE EXISTING STORM PIPE/BOX(REMAIN)--------------------- EXISTING STORM PIPE/BOX (ABANDON)-C D(- X -)C DC X-X DC 17 X DC DC- PROPOSED STORM PIPE/BOX STORM CURB INLET STORM GRATE ❑® STORM HEADWALL ------------------- STORM DITCH = - STONE RIPRAP CONCRETE RIPRAP 0 CIVIL CONCRETE BARRIER RETAINING WALL NOISE WALL TRAFFIC & LIGHTING (NTS) TRAFFIC POLE LIGHT POLE HIGH -MAST LIGHTING BORED CONDUIT GROUND BOX ELECTRICAL SERVICE CONNECTION SIGNS LARGE SIGN SMALL SIGN SOUTHEAST CONNECTOR PROJECT UTILITIES LEGEND File Name: SEC-S00-10-UT-33457.dgn Status: RFC Date: 08/13/2024 Sheet: 8 OF 22 °°°°°°°°°°°°°°°o RONALD G. KING 0°°°°°°81073 0-1 TC E N 0 N A L oo 08/13/2024 ;'F Texas Af © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN j Wj STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33457 N co CID 24 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C c 06 M 0 0 O w m m m m r\ 0 O 0 v I 0 U v c v a) c 0 v Ln U a., 0 i a a� O M U O C O � H � M rN Ln Oqj N vOj O - 77 ~ J oU_ R/UERA SAL (/,ODOR GARAY STA 2+43.85 2.27LT WL-1114 2420 PURSELLEYDR STA 2+85.62 WL-1114 \ ESQU/I/EL/ZETTE I//LLA/ORGEVAZQUEZ INSTALL: 1-1" WATER SERVICE MOAACR/EF, W9 DEFLECT 89058-12" RT EDDZENAA1FAM/LYTR THE 2512 PURSELLEYDR 2508 PURSELLEYDR WITH BOX PER DETAIL D113 LOT23 INSTALL: 1-4 "x4" TEE 2416 PURSELLEYDR MO/UCR/EF, W9 MO/VCR/EF, kY9 RELOCATE BACKFLOW GOAIZALEZ-LOP, Z/SMAEL 1-4" PRESSURE PLUG LOTIS & 19 LESSEPT LOT20 W712.9' 2500 PURSELLEYDR " \ PREVENTION DEVICE W/ HORIZONTAL BLOCKING LOT24 � MO/UCR/EF, W 9 STA 1 +08.86 5.00' LT WL-1114 N=6956757.78 INSTALL ABOVE GROUND MARKER INSTALL: 1-1" WATER SERVICE STA 1+20.03 5.00' LT WL-1114 E=2360964.40 LOT22 N=6956799.58 �Fg� WITH BOX PER DETAIL D113 INSTALL: 1-1" WATER SERVICE STA 2+47.31 2.27' LT WL-1114 E=2360966.25 '�N - RELOCATE BACKFLOW WITH BOX PER DETAIL D113 ESTRADAJUA/V INSTALL: 1-1" WATER SERVICE STA 3+29.56 WL-1114 " RELOCATE BACKFLOW 2504PURSELLEYDR PREVENTION DEVICE PREVENTION DEVICE MONCR/EF, W9 \ _ _ WITH BOX PER DETAIL D113 \ DEFLECT 0008'31 " LT \ , , ,F * �! E N=6956635.77 RELOCATE BACKFLOW \ INSTALL: 1-8"x6" ANCHOR TEE N-6956646.05 LOTZI LESSSECOR/I/ER g- E Av E=2360910.21 - PREVENTION DEVICE 1-6" GATE VALVE- E=2360914.60 STA 2+37.12 WL-1114 N=6956761.24 " PVR N �ML� STA 1+00.00 WL-1114 _ CONNECT TO 6FH LEAD STA 3+77.96 WL-1114 5P - DEFLECT 24°55'14" LT E-2360964.37 � 14 LF 6" WL = '��A BEGIN 4" WL-1114 \ oM ^� o - INSTALL: 1-8" GATE VALVE o_\6 Mj UN - INSTALL: 1-4" PRESSURE PLUG '`,- �? INSTALL: 1-22.5° BEND ,� _ _ " N=6956817.56 \ N=6956865.96 X" =.^ ' ^+ W/ HORIZONTAL BLOCKING o E=2360992.34 s INSTALL ABOVE GROUND MARKER , - - - _ _ ti \ o \y E=2360991.83 :: GX ` (ICY - ,\ � ° - --trr N=6956625.65> ' ` - - -\- - _ � N=6956751.07 �M M �QC4� BL-B�_ '( o w - ` _ - ' E=2360966.74 \ V - -P� FnC - E=2360911.35- _^-= - STA 3+81.46 WL-1114 " STA 1 +02.00 WL-11� L 6"x8" REDUCER- � °� 14_ _ °. ° ....�,_,.� �,� ,. ,� �� INSTALL: 1- " j/rl� Hnn ni _ 1 - INSTALL: 1-4" CLEANING WYE- - - - -� - END 8" WL-1114 - � �T ! I z -w �P�P' \ �P ' � c/ � I � , W � P� � ,CONNECT TO EXIST. 6" Cl �. N=6956627.49 - u u E=2360912.13 _ -� -.Z _'WL AT STA UNKN (X-UNKN) - -------- _ _ 4 p PROP. 11.51F�' I P L 111 - _ PROP. 8 W - 4 _ N 6956869.4E STA 1 +08.86 WL-1114 _ X PERM. COFW X y WWI \ X E=2360991.80 STA 1 +48.80 WL 1114. \ STA 3+31.56 WL-1114 CONNECT TO 1" WATER SERVICE �WATER EASEMENT - DEFLECT 01027'30'' RT - -- _�� _4 INSTALL: 1-8" CLEANING WYE E N=6956633.81 y%, _ _ -� STA 3+11.85 WL-1 .�� � ENE E=2360914.81 N=6956670.61 - WW-PROP DEFLECT 89050'49" LT ` - 'n Q N=6956819.5E 1-820 SB E=2360930.33 -� _ _ _ INSTALL: 1-4 x4 TEE E=2360992.31 STA 1 +20.03 WL-1114 /� R�IVTAG STA 2+43.85 WL-1114 - -1-4" PRESSURE PLUG STA 3+29.57 13.57' RT WL-1114 CONNECT TO 1" WATER SERVICE y �' E RD CONNECT TO 1" WATER SERVICE W/ HORIZONTAL BLOCKING (ASp STA 3+26.56 WL-1114 INSTALL: 1-STD. FIRE - - N=6956644.08 y " HALT) N=6956799.85 INSTALL: 1-8"x4" REDUCER HYDRANT ASSEMBLY ------ E=2360919.20 -<y _ E 2360992 4 1 _ N 6956757 80 _ E=2360966. E 8 - = - - N=6956814.5E N-6956817.70 ✓ PROP. 8" SS-3111 - __ E=2361006.11 STA 2+47.31 WL-1114 E=2360992.3E - _ _ - " -�- _ _ _ (COFW-PKI OB) _ CONNECT TO 1 " WATER SERVICE - J _ p - - - - - _ N=6956761.26 STA 3+24.56 WL-1114 p0 TR- - INSTALL: 1-4" CLEANING WYE - '�� 8� / N=6956812.5E P� _ 7 + _ 8 y -.�� ` - - - �• 66o WL-1114 660 --------------------- 189 LF TRENCH REPAIR 69 LF TRENCH REPAIR PER DETAIL A PER DETAIL A 8 LF TRENCH REPAIR 20 LF TRENCH REPAIR PER DETAIL D PER DETAIL B 655 655 --- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- EXIST. 6" SEWER (R) EXIST. GROUND/ (TO BE ABANDONED) FINISHED GRADE PROP. 24" STORM PROP. 6" SEWER EXIST. GROUND (SEE NOTE 4) EXIST. FIBER OPTIC _ 10 LF 4" DR 14 __ ------ EXIST. GROUND/ FINISHED GRADE DUCTBANK (B) PVC WL @ 0.66% _--_---_--------- ---650------------------------- i FINISHED GRADE (TO BE ABANDONED) ------' ------- ____--_� ----- 10 LF 8 DIP 650 - �4.61 WL @ 0.82 - - (4' MIN) ------------------- ------------ - ----- - _ - - 4.00' EXIST. - z (4' MIN) 6" Cl WL -- - o @ 0.82% - --- d 40 LF 8" DR 14 ___ PROP. FIBER `-�, PVC WL @ 0.66% 645 - OPTIC CONDUIT '� SELF \ 645 -F - ----- -- ------------- 8.60' 8 DIP WL (4' MIN) J 3.20' 5.5 - - - - 6 rN - Z (2' MIN) (4' MIN) 186 LF Ln 2.17' � �''� - 4 WL DR 14 PVC '� N ' @ 0.10 % I (2' MIN) N r PROP. ---640 ' r------------------------------------------------------------------------------ WL2" GAS 640 ------------------------------------- - ------------------------------- ------------- 26 LF 4" DIP- @ 0.10% PROP. 24" 5 LF 4" STORM DR 14 PVC 635 WL @ 100.14 % 635 --- ------------------------------------------------------------------------ ----- ------------ ---------------------------------------------------- 630 O O --- - ---- 630 Q CL > > > > � a o U W Q m W cc W CC CC cc cc: - Z ] U -I - ] W O w w w W O a O �7 O O p O U �t rZ �r� �r� �cn �r� �Q= d Qa d Z z �rZ ZD d 2�r �rZ �raOz= 1rt z (� '�z "ACC "ACC ''ACC "ACC HWct H W�� �-I�p- �-Iz H� ,yU_Lr) Hz H�Z-� HQZ- ti� r-I� HW tiW �W Hw �-IW HW= ti= Z� �W ,-I Lrj ti r-1= W� �= W� "U HW ey cI '�I Q H H H ry ey I� Z I _ I Q H I H Q I ' - W W I- I- I- �- _ H I- O z � �n U j ti W ti w H rn m U z ti ('1 m U '-I � �-I CC cf) J'~ JJ JQ JQ JQ JQ JAW Jd dl JOm� - JC.) J- _�� �� �'-'° O d ° -----625------------------------------ ,� °C O O - Q x 625 ��a� �U-� ��� ��0 00 rr, �, '`mom �, xo m� ��'� �= N xo �a II N m m X w�, oO-t MOB Ln LIn �O'ro N� �d 0 W� Nd d M �i d oo� �OOo 1°00� o� N�m� �° N-j� �opN ��o^IOcv HO O�O OOI-O Oi-O O COI�O M�-O 10�-1�0 coy[t_O ��1 ry(Qju1 �'�� �,y�n �rj ,�Ln N�-IC_»Ln NH_U00 ti00 �-I C�6 O� O �i-Q �? HN QU ION Q 01 ct J~ OI�I Jl0 OJIO OUP NUS l0 �hU� �i U� 00�j�� �~-I�jU Q0 "I 1,0 l0 N Jlfl r,4 NU MJIO �O� JI�CL�O �lfl �JO �J�VO �zQ II HQ II +z II tiz II II +W II +w II +J�F II +-_j II +wJCIC W II II +J II +-� II +W2 +_j II +WJW� II +wJW II +J II +JooW II N Z N z N Q rr) M rn rn ry) LL II M Q M Q rn Q M is M Q Z 620 isroz° Wiz° boo boo Io boo ��o �z°o �zo°o Ln o o �zo CL �zo Lna �z� QWz �° LnQ- �� �z°zwoo 620 �,U��-�- moo_ 0+00 1 +00 2+00 3+00 4+00 4+50 ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/13/2024 ... halff TBPELS ENGINEERING FIRM #312 SOUTH A POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION SOUTHEAST CONNECTOR PROJECT UTILITIES WATER LINE RELOCATION 1114 PLAN AND PROFILE - STA 1+00.00 TO STA 3+81.46 File Name: SEC-S00-10-UT-33458.dgn Status: RFC Date: 08/13/2024 Sheet: 9 OF 22 H 0 20 40 VO 4 8 SCALE IN FEET NOTES: 1. MINIMUM DEPTH OF COVER SHALL BE 48 INCHES FROM FUTURE AND PROPOSED SURFACE TO THE TOP OF PIPE, UNLESS OTHERWISE NOTED ON DRAWINGS. 2. ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL HAVE RESTRAINED JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS. 3. MINIMUM RESTRAINED LENGTHS: FOR 4" PVC: PLUGS TEES AND VALVES - 66 FT BENDS* 900 - 22 FT, 450 - 10 FT, 22.5°-5FT, 11.250-3FT FOR 4" DIP: PLUGS TEES AND VALVES - 32 FT HORIZONTAL/VERTICAL UP BENDS* 900 - 30 FT, 450 - 13 FT, 22.5°-6FT, 11.250-3FT VERTICAL DOWN BENDS* 900 - 64 FT, 450 - 27 FT, 22.50 -13FT, 11.250 -6FT FOR 8" PVC: PLUGS TEES AND VALVES - 88 FT BENDS* 900 - 33 FT, 450 - 14 FT, 22.5°-7FT, 11.250-4FT FOR 8" DIP: PLUGS TEES AND VALVES - 61 FT HORIZONTAL/VERTICAL UP BENDS* 900 - 57 FT, 450 - 24 FT, 22.50 -12FT, 11.250 -6FT VERTICAL DOWN BENDS* 900 - 122 FT, 450 - 51 FT, 22.50 -25FT, 11.250 -12FT (*LENGTH ON EACH SIDE OF BEND) 4. WHERE THE WATER LINE CROSSES THE PROPOSED WASTEWATER LINE, THE SEGMENT OF WATER LINE PIPE SHALL BE CONSTRUCTED OF DUCTILE IRON WITH MECHANICAL OR WELDED JOINTS AND CENTERED SUCH THAT THE JOINTS OF THE WATER LINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER OF THE WASTEWATER LINE. WARNING EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIONAL NOTE ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. 0 F���� RONALD G. KING 0°000ao81073 DNA L �o 08/13/2024 F Texas Department of Transportation Af © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. R DRAWNN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SHEET E T CHECKED TEXAS FT. WORTH TARRANT LMH CONTROL SECTION JOB S00-UT-33458 APPROVED RGK 0008 13 125, etc N 00 00 24 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C c M M 0 0 0 U w m 00 m 00 r\ 0 0 0 v I 0 U v c v a) c 0 v Ln U a) O c v M U CIL N 4 M Q M N Ln oQj N vO-77 U ~ J oU- STA 1 +00.00 WL-1127 CONNECT TO EXIST. 6" Cl WL AT STA 0+28.69 (X-15340) 11�^j BEGIN 8" WL-1127 INSTALL: 1-8"x6" REDUCER au T� N=6956470.35 N s I E=2361219.94 0 0 M \ STA 1+02.00 WL-1127 o DEFLECT 44004'23" LT INSTALL: 1-45' BEND \ N s W/ HORIZONTAL BLOCKING " ° \ N=6956468.50 I �" W M E=2361219.18 I i STA 1 +06.30 WL-1127 INSTALL 1 8" GATE VALVE 3 rn Ln N=6956464.51 " \ E=2361220.78 ° \ O STA 1 +10.37 WL-1127 " INSTALL: 1-8" CLEANING WYE _ p I N=6956460.73 n �o I,I III E=2361222.29 ° \ STA 1 +12.64 WL-1127 X \ DEFLECT 45°44'13" LT " \ INSTALL: 1-45' BEND W/ HORIZONTAL BLOCKING - n INSTALL ABOVE GROUND MARKER E=2361223.13 " I STA 1 +34.35 WL-1127 N I \\ INNSTALL: 1-8"x6" TEF. \ " I CONNECT TO PROP. 6" \ N I WL-1127B AT STA 1 +00.00 " INSTALL PBOVE GROUND MARKER N=6956450.31 \\n \ E=2361243.19 -� PROP. 8" WL-1127A - R P� 1, O 2-EXIST. 5' UTILITY EASEMENT STA 1 +64.00 WL-1127 INSTALL: 1-8" GATE VALVE END 8" WL-1127 CONNECT TO EXIST. 8" Cl WL-- �M AT STA UNKN (X-UNKN) �P N=6956442.78 w�� E=2361271.34 ,F N � \ Og- � O - STA 1 +59.90 WL-1127 �GPS INSTALL: 1-8" CLEANING WYE N=6956442.78 E=2361267.24 STA 1 +54.00 WL-1127 DEFLECT 22023'44'' LT W/ HORIZONTAL BLOCKING N=6956442.79 E=2361261.34 PROP. 6" WL-11276 FAU,6U5jAMES DAA1 620-Z GREE/1LEE5T CAROD/NE, 15AAC5URVEY ABSTRACT 357, TRACT IAI3 ,---\ 675 WL-1127A 675 59 LF TRENCH REPAIR PER DETAIL A 17- 15 LF TRENCH REPAIR PER DETAIL B 670 670 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- FINISHED GRADE 665 ` EXIST. GROUND, 665 ------- -1---------------------------------------------------------------------------------- 2 LF ----- 8" DIP WL ---- @ 101.58% 8'LDIP WL EXIST. GROUND/ FINISHED GRADE @ 0.20% 660 660 `L-�------__ --------------------------------------------- - (4' MIN) 54 LF N EXIST. 8" Cl WL 8" DR 14 PVC @ UNKN SLOPE WL @ 0.70% EXIST. 6" Cl WL r l ---655------------------------------------------------------------@UNKN SLOPE 655 z --_ 650 � 650 2-PROP. 6" ELECTRIC CONDUITS 645-------------------------------------------------------------------------------------- --- Q-------------- W ~~NCCC ti 640 ------------' x ^, J oo0OJ80 j o M Ln oV00J10 l0 0 +zzQ II QOU-Ln Q 635 to v Co z I- 0+00 1 +00 ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/13/2024 m N------------------------------------------- 645 j � z Q Nz Nw'- N Z7D Z00 � z I�z rQ 00 LL' �Q �Iw-a 1 (Z CLU �COLU �W ti� U- Q JJ J=� JOCl J�Ct)� JJ JQ x 640 c� U-) >< boa Lj)roro ---�N m ----�v ���w 60N MOON Ln;o O,�QUn �-IUtQ71 Lin N Q)CON Q)60N0N �0 o~I d ~�I d d �C»� �ct'�VoUo Ho.o �'y�l-oho Jl0 ~Jlo MJUlO V�J~a� �UJ~I U-)J10 1-0 Ul0 J +J + J w + J z° + J OC +J +J w Q II HQ II HQz II "U-j II ,yLU II " II HQ�z II z0 U-) vQ�izOO ��z�U0 U,�z�0 Ul)izO �z�OO 635 2+00 MEN . . halff TBPELS ENGINEERING FIRM #312 SOUTH A POINT CONSTRUCTORS 3+00 NEEDS SPC RELEASE FOR CONSTRUCTION SOUTHEAST CONNECTOR PROJECT UTILITIES WATER LINE RELOCATION 1127A PLAN AND PROFILE - STA 1+00.00 TO STA 1+64.00 File Name: SEC-S00-10-UT-33459.dgn Status: RFC Date: 08/13/2024 Sheet: 10 OF 22 0 NOTES: H 0 20 40 VO 4 8 SCALE IN FEET 1. MINIMUM DEPTH OF COVER SHALL BE 48 INCHES FROM FUTURE AND PROPOSED SURFACE TO THE TOP OF PIPE, UNLESS OTHERWISE NOTED ON DRAWINGS. 2. ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL HAVE RESTRAINED JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS. 3. MINIMUM RESTRAINED LENGTHS: FOR 8" PVC: PLUGS TEES AND VALVES - 88 FT BENDS* 900 - 33 FT, 450 - 14 FT, 22.50 - 7 FT, 11.250 - 4 FT FOR 8" DIP: PLUGS TEES AND VALVES - 61 FT HORIZONTAL/VERTICAL UP BENDS* 900 - 57 FT, 450 - 24 FT, 22.50-12FT, 11.250-6FT VERTICAL DOWN BENDS* 900 - 122 FT, 450 - 51 FT, 22.50 -25FT, 11.250 -12FT (*LENGTH ON EACH SIDE OF BEND) WARNING EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIONAL NOTE ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. OF T �� 001* RONALD G. KING 81073 ® 0NAL �® 08/13/2024 F' Texas Af © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN j Wj STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33459 N 00 00 2 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C c 0 M M 0 0 0 U w m m m m r\ 0 O 0 v I 0 U v c v v c 0 u U Q O H O � � Q o � r r) �r u O � N � � O N Ln H � STA 1 +03.15 WL-1127B INSTALL: 1-6" GATE VALVE _ N=6956447.40 E=2361241.98 STA 1 +00.00 WL-1127B CONNECT TO TEE OF PROP. 8" WL-1127A AT STA 1 +34.35 BEGIN 6" WL-1127B N=6956450.31 E=2361243.19 PROP. 8" WL-1127A 1M---_ - I X-Z 5340 -Ml STA 1 +06.99 WL-1127B INSTALL: 1-6" CLEANING WYE O N=6956443.8G N h1ERNANDEZR/C0/,4/1W,F 62581410OD91NE DR 141OZFE, FE & MAMIEADDIT/ON BLOCK7, LOTIZA 25' BUILDING LINE STA 1 +38.61 WL-1127B DEFLECT 44020'45" RT INSTALL: 1-45° BEND W/ HORIZONTAL BLOCKING INSTALL ABOVE GROUND MARKER N=6956414.64 E=2361228.41 \ STA 1 +45.82 WL-1127B DEFLECT 22030'00" RT \ INSTALL: 1-22.5° BEND W/ HORIZONTAL BLOCKING INSTALL ABOVE GROUND MARKER\ N=6956411.81 p ° E=2361221.78 _ CO 6 U- E=2361240.51 T - STA 1 +73.21 WL-1127B DEFLECT 47000'03" LT _ INSTALL: 1-45° BEND W/ HORIZONTAL BLOCKING - - N=6956411.50 U _ E=2361194.39-17 ,ONE 0 STA 3+39.55 43.18' LT WL-1127B INSTALL: 1-1" WATER SERVICE WITH BOX PER D113 IN 30'x5' PERM. EASEMENT RELOCATE BACKFLOW PREVENTION DEVICE N=6956241.70 E=2361181.77 FAU,6US/AMES DAN/EL 620-Z GREENLEEST CAROD/NE, 15AAC5URI/EY ABSTRACT 357 TRACT IAI3 PROP. ITS GROUND W1 BOX (N.T.S.) PROP. ITS ELECTRIC ICE (N.T.S.) -0 SERVICE / / rn � + PROP. 6" WL-1127B I o ------ - - - - - - TR FTw � 00+ IWTR-PPQ- FTI STA 1 +81.60 WL-1127B STA 3+39.55 WL-1127B DEFLECT 24036'58" LT CONNECT TO 1" WATER SERVICE - INSTALL: 1-22.5° BEND d N=6956254.85 W/ HORIZONTAL BLOCKING ,O-ENO E=2361140.64 N=6956405.29 E=2361188.74 1-820 NB FRONTAGE RD STA 3+44.55 12.78' LT WL-1127B INSTALL: 1-STD. FIRE HYDRANT ASSEMBLY N=6956246.19 --ONE E=2361151.29 ��-� ,E ONCOR ELECTRIC DEL/VERY CO LL C GREENLEE 6200 ST CARODINE, ISAACSURVEK ABSTRACT 357 TRACT IA3 �c INSTALL: 1-6" CLEANING WYE f o N=6956241.99950 f- N E=2361136.53 STA 3+54.55 WL-1127B - INSTALL: 1-6" PRESSURE PLUG END 6" WL-1127B N=6956240.56 - - - - - - - - - - E=2361136.07 - - STA 3+47.05 WL-1127B INSTALL: 1-6" GATE VALVE N=6956247.70 - - �� E=2361138.36 STA 3+44.55 WL-1127B L�O� INSTALL: 1-6"x6" ANCHOR TEE 771 - 1-6" GATE VALVE - CONNECT TO FH LEAD 13 LF 6" WL A =6956250.08 a =2361139.12 670 ---------- WL-1127B 670 ----------- 255 LF TRENCH REPAIR PER DETAIL A 665 --------------------------------------------- =---------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------------------------------------- 665 ------------ EXIST. GROUND/ EXIST. 8" WATER (A) FINISHED GRADE ?� F_ (TO BE ABANDONED) EXIST. WATER SERVICE (B) 660 -------------- ----------- ____-_--- -' _-_ (TO BE ABANDONED) ------ --- __ \_ __---, - ---------- -- ------------- -------------------------------------------------- 660 ------ I -'---- ____--, 4,04' EXIST. GROUND 1 1 0.96' (4' MIN) - _ -- FINISHED GRADE H 1.79' ----_,----- ,_ 655 -� _ 655 ---65 ----- 82 LF �' , -----_ 6" DR 14 PVC WL __ @ -2.00% 5.07' 4.92' (4' MIN) _ (2' MIN) 650 ------------------------------------------------------------------------ -------------- -----,----- ----------------------------------------------- ------------ ---------------'----------------------------------------- --------------------------------'r----- -- _ ---- ---` 650 173 LF 7.59' ---�- 6" DR 14 PVC VVL _ (4' MIN) PROP. 2-6" @ -5.21 % --__ ELECTRIC CONDUITS 645 ` 645 640 w U 640 - -------- C7----------------------------------------------------------- ------------ O0 W W W a ma mQ mZ m- mW m=H m¢ mZ mccc (N ILL �w��W (N �w Nz NLo NI- NON C N� Nz N� w 635 Jw~ JQ JJ Ju1 J_ JCCO JQ JJ JCCN 635 - I_ H U' _� U ,y -- H ------� N II CO U a co O O :I rvj _ Ln �0 (3) C) �n 0 U-) 0 Q Ln � o Un � � U-) Ln rn Ln to~� � a11-10 <tl-Wch o~� '1 M~� �t ~J� Ln OUCOCO + w OJ�DI + J O JlO + J DOU1,q O + O MUO + w d U ('0 + w = + 0 U-) l0 J�lO J + J + J - ,yzz II QOUj ,yQ II', QUO', ,yQ II QUO ,y J II II Qw0 II Mz II QOO Mz� II Q000 MQ Q"O II MQ II MQ� II QUO QZ�O 630 Ln U m F- cn z I- cn z I- O cn I- I- O I- cn U I- v7 U I- I- cn z I- cn z I- cn Z W I- 630 0+00 1 +00 2+00 3+00 4+00 4+50 ISSUE RECORD N0. DESCRIPTION DATE � ;:: halff SOUTHEAST CONNECTOR PRO ECT File Name: 0 RELEASED FOR CONSTRUCTION 08/13/2024 I TBPELS ENGINEERING FIRM #312 NEED PSEC-S00-10-UT-33460.dgn S S C Status: � SOUTHPOINTRFC A RELEASE FOR UTILITIES Date: CONSTRUCTORS CONSTRUCTION WATER LINE RELOCATION 112 7 B 08/13/2024 Sheet: PLAN AND PROFILE STA 1+00,00 TO STA 3+54.55 OF 22 RIO NOTES: H 0 20 40 VO 4 8 SCALE IN FEET 1. MINIMUM DEPTH OF COVER SHALL BE 48 INCHES FROM FUTURE AND PROPOSED SURFACE TO THE TOP OF PIPE, UNLESS OTHERWISE NOTED ON DRAWINGS. 2. ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL HAVE RESTRAINED JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING. ANCHOR TEES OR ANCHOR COUPLINGS SHOULD BE USED TO SECURE ALL BRANCH VALVES TO FITTINGS. 3. MINIMUM RESTRAINED LENGTHS: FOR 6" PVC: PLUGS TEES AND VALVES - 93 FT BENDS* 900 - 31 FT, 450 - 13 FT, 22.5°-7FT, 11.250-4FT FOR 6" DIP: PLUGS TEES AND VALVES - 46 FT HORIZONTAL/VERTICAL UP BENDS* 90°-44FT, 450-18FT, 22.5°-9FT, 11.250-4FT VERTICAL DOWN BENDS* 900 - 92 FT, 450 - 38 FT, 22.50 -18FT, 11.250 -9FT (*LENGTH ON EACH SIDE OF BEND) WARNING EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIONAL NOTE ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. 0 F���� °°°°°°°°°°°°°°°0°0 RONALD G. KING °tea°°°°°°81073 O��o o� <Tc NAL �O 08/13/2024 F' Texas Department of Transportation Af © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. R DRAWNN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SHEET E T CHECKED TEXAS FT. WORTH TARRANT LMH I CONTROL SECTION JOB S00-UT-33460 APPROVED RGK 0008 13 125, etc N 00 00 N 24 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C N. �r M M 0 0 0 U W un N m 00 rn 00 N 0 a U O C .a a M Q M o NO. Ln 0 rn_ C.i ACCEPTABLE BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 33 05 10 6" MIN. AND 12" MAX. INITIAL BACKFILL b IVI I IN . A N U 12" MAX. BEDDING ISSUE RECORD DESCRIPTION RELEASED FOR CONSTRUCTION DETAIL A SURFACE RESTORATION BY OTHERS ITI + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 95% COMPACTION + + + + + 2% TO +5% OF OPTIMUM + - + + + + + MOISTURE CONTENT ' + + + + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + -+ + + + + + + + + + + + + + + + + + + + + + + + -+ + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + + + -+ + + + + + + + + + + + FINAL BACKFILL - < 15' UNDER PAVEMENT ALL DEPTHS FOR NON PAVED AREAS TRENCH GEOTEXTILE FABRIC CRUSHED ROCK PER SECTION 33 05 10 - I IIL III III IfI IfI I 6" MIN, TRENCH WALL CLEARANCE (TYP.) I I NO GROUND I GROUND WATER WATER PRESENT I PRESENT I WATER LINE TRENCH REPAIR (UP TO 1211) NOT TO SCALE DATE 08/13/2024 MEN .. TBPELS halff SOUTH :POINT CONSTRUCTORS FULL DEPTH SAWCUT - (TYP.) EXISTING TREATED SUBGRADE (IF ANY) DETAIL B TRENCH REPAIR LIMITS CONCRETE BASE MATERIAL ASPHALT TO BE PLACED IN TWO LIFTS _ EXISTING HMAC FOR TRENCH REPAIR PER PAVEMENT / TACK COAT SECTION 03 34 16 / HM �, //g ° /'r rr rrr rrr rrr rr rrrrrrrrrrr r r `, ° ° a 4 e rrrr rr rrrr rr rrrr rrr g PROVIDE DENSITY AND T27 -1700000000000000�� 1 '� THICKNESS TESTING 7000000000000000 PER SECTION 32 12 16 1000000000000000' - PART 3.6-171717o170000000000o UNDISTURBED �000000000000000�- SUBGRADE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - _" '7 '7 '7 '7 '7 '7 '7 '7 '7 '7 '7 '7 '7 '7 0`= -'7 17 '7 17 '7 17 '7 17 '7 17 '7 17 '7 17 '7 0 ' 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 C - -17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -000000000000000� _ 0 7 0 7 0 7 0 7 0 7 0'7 '7 '7 0 - FINAL 000000000000000`= BACKFILL -000000000000000o VARIES CLSM IN ACCORDANCE 7000000000000000� -_ WITH SECTION 03 34 13,-0000000000000000 BACKFILL IN ACCORDANCE 000000000000000� WITH SECTION 33 05 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -_ -0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v - 6" MIN. AND v v 7 v 7 v 7 v 7-7 7 v 7 v\ - 12" MAX.-0000000000000000 - INITIAL BACKFILL -' n O n O n 0 - 7' `7 0 0 0 0 0 0 � 00000 00000 -' 0 0 0 0 0 0 - -000 000 ' 0 0 0 0 - 0 0 0 0 - -' 0 �� 0 7 00 �P� '7 '7 -' 7 P7 17 C - CLSM EMBEDMENT IN -_'7 o 0 o ACCORDANCE WITH C SECTION 03 34 13 0 0 0 0 0 0 -' 17 17 17 �� 0 '7 0 0 '7 0 6" MIN. AND o 0 0 0 12" MAX.-0000000000000000 BEDDING 0000000000000 0 Ti i _ 12" MIN, TRENCH WALL CLEARANCE (TYP.) WATER LINE TRENCH REPAIR UNDER ASPHALT ROAD (UP TO 1211) NOT TO SCALE NEEDS SPC RELEASE FOR CONSTRUCTION SOUTHEAST CONNECTOR UTILITIES DETAILS TRENCH REPAIR A & B PRO E CT J File Name: SEC-S00-10-UT-33461.dgn Status: RFC Date: 08/13/2024 Sheet: 12 OF 22 OF T �� .. °°° °0 RONALD G. KING 81073 O �� P410 -\'% C E N S`�°���`�® s/° ® ANAL �® �o 08/13/2024 Texas Department of Transportation © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK DRAWN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SNO T CHECKED TEXAS FT. WORTH TARRANT LMH � CONTROL SECTION JOB S00-UT-33461 APPROVED RGK 0008 13 125, etc N CID co N Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C DETAIL C TRENCH REPAIR LIMITS FULL DEPTH SAWCL CONSTRUCTION JOINT WITH (TYP.) SILICONE JOINT SEALANT JOINTING SHALL MATCH SEE NOTE #4 PER 32 13 13-D518 (TYP.) CLASS 'H' CONCRETE EXISTING LOCATIONS EXISTING PAVING PER SECTION 32 AND TYPES AS CONCRETE EXISTING TREATED 13 13 OR 'HES' E CLOSELY AS POSSIBLE SUBGRADE (IF ANY) DESIGNATED ON DRAWINGS PAVEMENT / SEE NOTE #2 / 3,0" MIN. 5EE NOTE _ rr`Jr'rr`rr`rr`rr r fr err rrr rrr .. ° , ° • : °. ; a • ° a ° •'r rrr rrr frr rrr rrr r�, �� •�++++++++++++++++++++++++ _+ + + + + + + + + + + + STRENGTH AND + + + + + + + + + + + + THICKNESS TESTING + + + + + + + + + + + + - UNDISTURBED SHALL BE PERFORMED - + + + + + + + + + + + + SUBGRADE PER SECTION 32 13 13 + + + + + + + + + + + + + + + + + + + + + + + J FINAL BACKFILL + + + 95% COMPACTION + + + - < 15' UNDER PAVEMEN + + 2% TO +5% OF OPTIMUM + - J ALL DEPTHS FOR _ + + + + + MOISTURE CONTENT ' + ' + NON PAVED AREAS + + + + + + + + + + + +_ + + + + + + + + + + + + DETAIL D SURFACE RESTORATION BY OTHERS I -' 17 '7 17 '7 0 17 0 17 17 '7 0 0 17 0 1 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 0 '7 0 '7 0 '7 0 '7 0 '7 0 0 17 17 17 17 =o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 -7 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -7 0 0 0 0 0 0 0 0 0 0 0 V 0 0 0 z - -o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a _+ + + + + + + + + + + + CLSM N ACCORDANCE 7000000000000000 ACCEPTABLE - + + + + + + + + + + + + WITH SECTION 03 34 13,-0000000000000000 BACKFILL MATERIAL + + + + + + + + + + + + d IN ACCORDANCE WITH + + + + + + + + + + + J BACKFILL IN ACCORDANCE o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M =+ +++++++++++ WITH SECTION 33 05 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SECTION 33 05 10 - + + + + + + + + + + + + �000000000000000 + + + + + + + + + + + + +-7000000000000000 ,y _+ + + + + + + + + + + + ' 0 17 0 17 0 17 0 17 0 17 0 17 17 17 1 o + + + + + + + + + + + + Ln + + + + + + + + + + + + — -7 0 0 0 0 0 0 0 0 0 0 0 17 17 0 1 U =+ + + + + + + + + + + + cW_n 6" MIN. AND _ —II v 12" MAX. o 0 0_ - o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 INITIAL BACKFILL -'000000 000000 00 TRENCH GEOTEXTILE o 0 0 0 0 o 0 0 0 �= FABRIC _o o� o 0 0 = O 0 0 0 0 UTILITY SAND PER �_ _'7 SECTION 33 05 10 - ��O\Q. CRUSHED ROCK PER - o �� o 17 SECTION 33 05 10 7 '7 '7 17 o o �P o o0 00 _ o 0 0 0 0 0 _j 6„ MIN. AND 7000000 00000 12" MAX. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 QBEDDING �'i �'i —7000000000000000 6" MIN, TRENCH WALL CLEARANCE (TYP.) � I c NO GROUND I GROUND WATER WATER PRESENT I PRESENT a., U WATER LINE TRENCH REPAIR N DETAIL E SURFACE RESTORATION BY OTHERS + + + + + + + + + + + + - + + + + + + + + + + + + - - + + + 95% COMPACTION + + + + 2% TO +5% OF OPTIMUM + - _ +++++ ' MOISTURE CONTENT ' + ' ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ACCEPTABLE - + + + + + + + + + + + BACKFILL MATERIAL + + + + + + + + + + + + - IN ACCORDANCE WITH - + + + + + + + + + + + + SECTION 33 05 10 _ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1" MIN. - CLSM EMBEDMENT IN ACCORDANCE WITH - SECTION 03 34 13 FROM BOTTOM AND LIMITS OF LAUNCH OR RECEIVING PIT TO 6" ABOVE I" MIN CASING PIPE OR TUNNEL LINER PLATE TO PROTECT END SEAL (SEE D-108) UNDER CONCRETE ROAD WATER LINE CLSM TRENCH REPAIR (UP TO 12) FOR STORM CROSSINGS v v NOT TO SCALE NOT TO SCALE NOTES: 0 1. FLOWABLE FILL IS REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS, AND OPTIONAL IN OTHER AREAS, BACKFILL SHALL MEET STANDARD a SPECIFICATION 33 05 10. (� a 2. FOR RESIDENTIAL STREET USE #4 BARS AT 18" O.C.E.W. AND 12" O.C.E.W, FOR ARTERIALS AND INDUSTRIAL STREETS, M Q 3. REINFORCED CONCRETE PAVEMENT SHALL BE REPLACED TO A MINIMUM DEPTH OF 9" FOR RESIDENTIAL STREETS OR 11" FOR ARTERIAL AND INDUSTRIAL STREETS. 4. FOR RESIDENTIAL STREETS, USE #4X18" PREFORMED BARS, DOWEL AND EPDXYED A MIN 6" INTO EXISTING PAVEMENT AT 18" O.C. (TYP), AND 12" O.C. FOR ARTERIAL AND INDUSTRIAL STREETS. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT WORTH STANDARD SPECIFICATIONS. ISSUE RECORD ■■■ ... o Q NO. DESCRIPTION DATE NON CA Ln 0 RELEASED FOR CONSTRUCTION 08/13/2024 I TBPELS ENGINEERING FIRM #312 NEEDS SPC A RELEASE FOR SOUTH POINT ww � � N TR T R CONSTRUCTION QU_ CO S UC O S SOUTHEAST CONNECTOR UTILITIES DETAILS TRENCH REPAIR C. D, & E WATER SERVICE TRENCH REPAIR NOT TO SCALE PRO E CT J File Name: SEC-S00-10-UT-33462.dgn Status: RFC Date: 08/13/2024 Sheet: 13 OF 22 FINAL BACKFILL - < 15' UNDER PAVEMENT ALL DEPTHS FOR NON PAVED AREAS UTILITY SAND PER SECTION 33 05 10 ®®moo\px0® OF T �� .. °°° °0 RONALD G. KING 81073 O �� < C E N s`�°���`�® ® 0 N A L �® �o 08/13/2024 —:M* Texas Department of Transportation Af © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK DRAWN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SNO T CHECKED TEXAS FT. WORTH TARRANT LMH � CONTROL SECTION JOB S00-UT-33462 APPROVED RGK 0008 13 125, etc N CID co N Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C z a M rn rn O O O Ul w Ul N rn co rn co N O a UTILITY COLOR TABLE UTILITY POTABLE WATER RECLAIMED WATER SANITARY SEWER STORM DRAIN 1" WIDE REFLECTIVE TAPE WITH COLOR AS PER UTILITY COLOR TABLE. 1" APART STARTING 6" BELOW CAP. FoRTWORTH ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION COLOR BLUE PURPLE GREEN 21 " POST CAP WITH COLOR AS PER UTILITY COLOR TABLE WITH WARNING LABEL ON BOTH SIDES. 4' MIN. C A U T 0 N U T I L I T y FORT WORTH IN CASE OF 817 EMERGENCY PLEASE CALL: 392-4477 FOR LINE (817) LOCATION PLEASE CALL: 392-8296 UTILITY WARNING LABEL N.T.S. NOTES: 1. MARKERS SHALL BE REQUIRED FOR ALL POTABLE WATER, RECLAIMED WATER, AND SANITARY SEWER LINES GREATER THAN 12"- 2. MARKERS SHALL BE REQUIRED FOR STORM DRAINS WHEN INDICATED ON THE DRAWINGS. 3. PLACE MARKERS AT EACH RIGHT—OF—WAY CROSSING AND AT MANOR UTILITY CROSSINGS AS INDICATED IN THE DRAWINGS. AIN CITY OF FORT WORTH, TEXAS UTILITY MARKER POLE DATE 08/13/2024 REVISED: 08-31-2012 I 33 05 26-DO 16 e . halff TBPELS ENGINEERING FIRM #312 SOUTH POINT r CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION & § + + + FILL WITH CLSM UNTIL ENTIRE ` X + + + + DIAMETER OF PIPE IS FILLED + i• + + TO PREVENT INFILTRATION rr i i i i — /,v ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ `�' •-!f r- : s: r ';z ,' `s ' ACCEPTABLE ❑ v ❑ ❑ v a ❑ ❑ f f -j = . BACKFILL PER F ` SECTION 33 05 10 a❑ v v❑ v v❑.:' t ' /,❑❑❑❑❑a❑❑ . ❑vvvvvv❑ PLUG EXISTING PIPE 12 TYP. WITH CLSM PER SECTION 03 34 13 FORT WORTH. "'O� EXISTING PIPE TO BE ABANDONED BULKHEAD TO RETAIN CLSM NOTE: 1. ABANDONMENT SHALL BE PER SECTION 02 41 14 2. SURFACE REPAIR SHALL BE PER SECTIONS 32 01 17, 32 01 29 OR 32 14 16 DEPENDING ON EXISTING SURFACE 3. A WATER PRESSURE PLUG PER 02 41 14—D123 SHALL BE AN ACCEPTABLE ALTERNATIVE WHERE APPLICABLE. CITY OF FORT WORTH, TEXAS PIPE ABANDONMENT PLUG SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS D016 & D007 File Name: SEC-S00-10-UT-33463.dgn Status: RFC Date: 08/13/2024 Sheet: 14 OF 22 REVISED- 08-31-2012 02 41 14-DO07 D F T �� .. °°° °0 RONALD G. KING Q°°°°°°°°°°°°°°°°°°°°°°°°°°� 81073 O �� P410 -\'% C E N s`�°���`�® p��®s/° ® ANAL �® oo 08/13/2024 Texas © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN j Wj STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 Department of Transportotion FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33463 N CIO co N Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C wlZ J it w SIDEWALK a. PI &rTIr f)P C f)N'2FTl= - SEAL BRASS NIPPLE �^ WITH CAP OR PLUG TAPPING SADI (ONLY DUCTILE IRON N BE TAPPED DIRECT a WATER MAIN BEHIND CURB M NOTE: 1. PLASTIC METER BOXES SHALL BE USED IN NON -PAVED AREAS. 2. CONCRETE METER BOXES SHALL o BE USED IN PAVED AREAS. '~ 3. METER SHALL NOT BE PARTIALLY O PLACED IN DRIVEWAYS OR O SIDEWALKS. 6 4. USE PURPLE METER BOX LIDS U W FOR RECLAIMED WATER METERS. un N n1 00 n1 00 O a r—I O I 0 U N C N Q N i i 0 v U N o v c v U O CL H a'' .a �0 a M Q 6�a M ISSUE RECORD o 112 NO. DESCRIPTION Ln 0 RELEASED FOR CONSTRUCTION O � Lij C.i QJ Q U_ a I t 1F DATE 08/13/2024 BLUE VINYL TAPE, 3" WIDE, ABOVE GROUND 'k FOR 3/4" METER USE 1" x 3/4" REDUCER CURB PAVEMENT o I � SERVICE LINE FOR WATER MAIN ON OPPOSITE SIDE TAPPING SADDLE (ONLY DUCTILE IRON MAY BE TAPPED DIRECTLY) 1" TYPE K COPPER SERVICE LINE STANDARD CORPORATION STOP WITH CC THREAD BY FLARE CONNECTION WATER MAIN IN STREET CITY OF FORT WORTH, TEXAS 1-INCH WATER SERVICE e . halff TBPELS ENGINEERING FIRM #312 SOUTH POINT r CONSTRUCTORS REVISED- 11-07-2016 3312 10-D111 ■ NEEDS SPC RELEASE FOR CONSTRUCTION PLASTIC OR CONCRETE METER BOX PER 33 12 10-S114/S117 20" Ilr- I SEAL BRASS NIPPLE-",ZIL _V WITH CAP OR PLUG TAPPING SAUULE ( " DUCTILE IRON MA TAPPED DIRE( WATER MAIN BEHIND CURB NOTE: 1. PLASTIC METER BOXES SHALL BE USED IN NON —PAVED AREAS. 2. CONCRETE METER BOXES SHALL BE USED IN PAVED AREAS. 3. METER SHALL NOT BE PARTIALLY PLACED IN DRIVEWAYS OR SIDEWALKS. 4. USE PURPLE METER BOX LIDS FOR RECLAIMED WATER METERS. BRONZE FLANGE ADAPTER WATER METER ANGLE STOW WITH-' FLARE CONNECTION (ANGLE KEY FLANGE , METER VALVE w/ COPPER FLARE NUT) f FORT WORTH SOUTHEAST CONNECTOR UTILITIES DETAILS D111 & D112 BRONZE BLUE VINYL TAPE, 3" FLANGE WIDE, 6" ABOVE GROUND ADAPTER 2' MIN. CURB PAVEMENT I - t. ;w Nx �X X \XXI a � I � SERVICE LINE FOR WATER MAIN ON OPPOSITE SIDE f17.................................. 90' FLARE x FLARE BRASS ELBOW ON 2" SERVICE ONLY. USE 2'-0" R MIN. ON 1.5" SERVICE. STANDARD CORPORATION STOP WITH CC THREAD BY FLARE CONNECTION o =- 1.5" OR 2" TYPE K -' COPPER SERVICE LINE TAPPING SADDLE (ONLY — DUCTILE IRON MAY BE TAPPED DIRECTLY) STANDARD CORPORATION STOP WITH CC THREAD BY FLARE CONNECTION WATER MAIN IN STREET' CITY OF FORT WORTH, TEXAS REVISED: 12-12-2014 1 -�/a & 2-INCH WATER SERVICE 33 12 10-13112 PRO E CT J File Name: SEC-S00-10-UT-33464.dgn Status: RFC Date: 08/13/2024 Sheet: 15 OF 22 O F T �� .. °°° °0 RONALD G. KING 81073 O �� P410 -1-% C E N sQ�`�® s/° ® ANAL �® oo 08/13/2024 Texas Department of Transportation © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK DRAWN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SNO T CHECKED TEXAS FT. WORTH TARRANT LMH � CONTROL SECTION JOB S00-UT-33464 APPROVED RGK 0008 13 125, etc N CIO co (N Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C c M M 1- O O O U W un N n1 00 n1 00 N O U O C N � a rn � M 0- M o NO. Ln 0 rn_ C.i 1 /2" REBAR (2) f 1 C� 0 C� SNAP LOCK POCKET, SEE NOTE #4 PICK HOLE POCKET 3" x 9/16"x THRU HOLE WITH 3/160 304SS ROD ddddddd 0-0—-o°Qeo°0-0 'uQo° a°a0 Q R °Qo ao °rtOOnTwt]R7nOrt0 METER BOX LID 14" I.D. WORK AREA MIN. — �pvadavavavududubuvuvQ. Q sa=a=a=a=a=a METER a-0=ate idadQdQd dadadadodadadadQ 28" I.D. WORK AREA MIN. Q a a 0-a=a�0-0-0=a=0_0 W Q 60d0ZA-odad0d0e0C,QdQt ac . -I a= 00 avavavavavav w _____ FF -a° �aaaaa0 • �• r.. _ v v v v v v v Z26v0v0v ti_-2°v°v°v°vavavac a lba=Qda a—c .09 adovav°vada Q G \ 16" I.D. WORK AREA MIN. - 15-1/4" - METER BOX LID SNAP LOCK POCKET, SEE NOTE #4 a�� a a 0 � J 1 /2" REBAR (2) 1— 7/8" PICK HOLE POCKET 3" x 9/16% THRU HOLE WITH 3/160 304SS ROD y H� �.. .. ............................... 1 L_ ' 3/8" WALL 3/8" WALL METER BOX NOTE: 1. USE THIS METER BOX IN NON —PAVED AREAS ONLY. 2. DIMENSIONS t 1 /8" U.N.O. METER BOX 3. WALL THICKNESS: 3/8" MIN. 4. SNAP LOCK POCKET WILL RECEIVE AMR/AMI DEVICE ENDPOINT. SNAP LOCK SLOT IS 1-7/8" t .015" TO ALLOW FOR A FINGER FORCE INSTALL, POCKET HEIGHT IS 3/8" FOR MIN 1 /8" AIR GAP. FoRTWoRTHCITY OF FORT WORTH, TEXAS 1-INCH STANDARD PLASTIC METER BOX (3/4 & 1-INCH METERS) (CLASS A) ISSUE RECORD DESCRIPTION RELEASED FOR CONSTRUCTION DATE 08/13/2024 NOTE: 1. USE THIS METER BOX IN NON —PAVED AREAS ON LY. 2. DIMENSIONS f 1 /8" U.N.O. 3. WALL THICKNESS: 3/8" 4. SNAP LOCK POCKET WILL RECEIVE AMR/AMI DEVICE ENDPOINT. SNAP LOCK SLOT IS 1-7/8" t .015" TO ALLOW FOR A FINGER FORCE INSTALL, POCKET HEIGHT IS 3/5" FOR MIN 1/8- AIR GAP. REVISED: 01-04-2017 � Fo RT Woe,RT i i CITY OF FORT WORTH, TEXAS REVISED: 01-04-2017 2-INCH STANDARD PLASTIC METER BOX 33 12 10-D113 (1-'/2& 2-INCH METERS) (CLASS C) 33 12 10-D114 MEN . . TBPELS halff SOUTH :POINT CONSTRUCTORS NEEDS SPIC RELEASE FOR CONSTRUCTION SOUTHEAST CONNECTOR UTILITIES DETAILS D113 & D114 PRO E CT J File Name: SEC-S00-10-UT-33465.dgn Status: RFC Date: 08/13/2024 Sheet: 16 OF 22 OF T �� ® �� F9i3Oo�0 -01 °D .. °°° °0 RONALD G. KING X0 81073 O �� < p��®s/° ® ANAL �® oo 08/13/2024 Texas Department of Transportation T 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK DRAWN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SNO T CHECKED TEXAS FT. WORTH TARRANT LMH � CONTROL SECTION JOB S00-UT-33465 APPROVED RGK 0008 13 125, etc N CID co N Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C 1 /2" REBAR (2) PICK HOLE POCKET 3" x 9/16% THRU HOLE WITH 3/160 304SS ROD b�a=a=a—aO--f T.4 bpbab.babpbpC O=p=Q=a Q=Q=p=p Qao°Q°0 Q°u°0Q0 oao a0Q0 crT 00 p Q p T wo�xrHl p Q 4 SNAP LOCK 1-3/4- POCKET, SEE NOTE #2 r''1 Lry) f� O O W un N rr) ---- 00 ' M- 0 O v I 0 U O C 20-1/4" I.D. WORK AREA MIN. J1� �v METER BOX LID ��'pvQvuvpepva°uvuvuvuvU�� �ab0b0d0dab N4ETER adabu 1=D=Q=D= =D=a=0-0=a=Q=D=Q iQDOQO�0'pOQQp0Q0pQaaD�u =a= oo Q=Q=Q=a=Q=a=a=D 0 I 0 0 0 o D c D°oQ°p°a°aQD 0-0 a=a=D=a=Q=D=a= oD�Q�Q �D�Q�a�O�Q�Q�D�O �pbpbp [�pbpvpvpvpbpvp� 1=a=Q=Q D=avav0-0vovpvpvD abpbpdpb bfl—na �� T. t o 11-7/8" I.D. WORK AREA MIN. v NOTE: 1, USE THIS METER BOX IN PAVED AREAS ONLY. Q 2. SNAP LOCK POCKET WILL RECEIVE AMR/AMI DEVICE ENDPOINT. SNAP LOCK SLOT IS 1-7/8" t .015" TO ALLOW FOR A FINGER FORCE INSTALL. POCKET HEIGHT IS 3/8" FOR MIN 1 /8" AIR GAP. O i i 0 v U N CITY OF FORT WORTH, TEXAS FoRTWoRTH 1-INCH STANDARD CONCRETE METER BOX Zl- �3/4 & 1-INCH METERS) (CLASS A) U O U-1 H � .a Un a Un a M ISSUE RECORD o 112 NO. DESCRIPTION Ln 0 RELEASED FOR CONSTRUCTION C.i Lij QJ U- DATE 08/13/2024 REVISED:01-04-2017 33 12 1 0-D1 16 MEN .. TBPELS haLff SOUTH :POINT CONSTRUCTORS - 26 7/8" c 25 3/4" - 26-1/2" I.D. WORK AREA MIN. NOTE: 1. USE THIS DETER BOX IN PAVED AREAS ONLY. 2. SNAP LOCK POCKET WILL RECEIVE AMR/AMI DEVICE ENDPOINT. SNAP LOCK SLOT IS 1-7/8" t .015" TO ALLOW FOR A FINGER FORCE INSTALL. POCKET HEIGHT IS 3/8" FOR MIN 1 /8" AIR GAP. Fo RT Woe, RT i i NEEDS SPC RELEASE FOR CONSTRUCTION METER BOX LID 1"'� 1� SNAP LOCK POCKET, SEE NOTE #2 G anG i v � J i /2" REBAR (2) 1-3/4" PICK HOLE POCKET 3" x 9/16"x TH RU HOLE WITH 3/160 304SS ROD �v T S WORK AREA MIN. METER BOX CITY OF FORT WORTH, TEXAS 2-INCH STANDARD CONCRETE METER BOX (1%2 & 2-INCH METERS) (CLASS C) SOUTHEAST CONNECTOR UTILITIES DETAILS D116 & D117 REVISED- 01-04-2017 33 12 ' 4-D'1'17 PRO E CT J File Name: SEC-S00-10-UT-33466.dgn Status: RFC Date: 08/13/2024 Sheet: 17 OF 22 D F T �� .. °°° °0 RONALD G. KING 81073 O �� < P4j x\-% C E N s`�°���`�® ® 0 N A L �® oo 08/13/2024 Texas Department of Transportation T 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK DRAWN 6 F-2022(675) 1-820 jWj STATE DISTRICT COUNTY SNO T CHECKED TEXAS FT. WORTH TARRANT LMH � CONTROL SECTION JOB S00—UT-33466 APPROVED RGK 0008 13 125, etc N CIO co N Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C O a M M O 0 O W Ln n1 00 rn co 0 a U O C H a'' .a � a Un a M 1r o � NO. Ln 0 C.i QLij J oU- MJ CONNECTION WITH ANCHOR TEE OR ANCHOR COUPLING FOR DUCTILE EXISTING OR IRON OR PVC PIPE WATER MAIN PROPOSED CURB 6" FIRE HYDRANT�.'LEAD LINE (P - ....................... OR DIP) ////,C l o WATER MAIN HORIZONTAL BLOCKING PER 33 11 00—D130 RETAINER PAVEMENT OR GLAND OTHER SURFACE — BACKFILL SAME AS WATER MAIN PER SECTION 33 05 10 PAVEMENT OR OTHER SURFACE f HORIZONTAL THRUST - BLOCKING PER 33 11 00—D130 ! WATER MAIN MJ ANCHOR TEE OR MJ ANCHOR COUPLING 6" MJ GATE VALVE PER 33 12 20—D125 NOTE: 1. D❑ NOT LOCATE FIRE HYDRANT IN SIDEWALK. 2. PROVIDE FOUR (4) FOOT CLEARANCE AROUND FIRE HYDRANT. 3. EXTENSION SECTIONS MAY BE USED AS REQUIRED AND INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS. 4. FOR CONCRETE PRESSURE PIPE OR BURIED STEEL PIPE, PROVIDE AN ISOLATION KIT AND WAX PETROLATUM TAPE COATING PER SECTION 33 04 10 AND FLxMJ GATE VALVE. FoRTWORTH ISSUE RECORD DESCRIPTION RELEASED FOR CONSTRUCTION INr:►►�►lIZyiyl EXISTING OR PROPOSED CURB SIDEWALK - BOTTOM REST HORIZONTAL THRUST FIRE BLOCKING PER HYDRANT 33 11 00—D130 3'-0" FROM SACK OF CURB (MAX. 9') SET FIRE HYDRANT —18" MIN. PLUMB BREAKER RING 2" MIN, F—G L A A V V I If\L I I I EJ3\ryiV LINE (PVC OR DIP) SAND EMBEDMENT PER SECTION 33 05 10 RETAINER GLAND ELEVATION VIEW CITY OF FORT WORTH, TEXAS W/BREAKER STEM 3'-6" MIN. 9 7'-0" MAX. �— MINIMUM 0.3 C.Y. CRUSHED .'., ROCK PROPORTIONALLY �s AROUND BASE. DO NOT • COVER WEEP HOLE. I` HORIZONTAL BLOCKING PER 33 11 00—D13O CONCRETE REST 12"x12"x6" RETAINER GLAND STANDARD FIRE HYDRANT (STRAIGHT) DATE 08/13/2024 REVISED- 06-28-2013 33 12 40-D120 . e halff TBPELS ENGINEERING FIRM #312 SOUTH A POINT r CONSTRUCTORS BLOCKING SHALL -- BE AGAINST UNDISTURBED EARTH HORIZONTAL BLOCKING PER 33 11 00—D130 POLYETHYLENE ENCASEMENT PER SECTION 33 11 11 BLOCKING SHALL BE AGAINST UNDISTURBED EARTH HORIZONTAL BLOCKING PER 33 11 00—D130 REMOVE EXISTING PIPE AS NECESSARY FLANGED END BLIND FLANGE WITH PETROLATUM TAPE CPP, STEEL PIPE AND DIP FLANGED END PRESSURE PLUG NOTES: 1. ALL ABANDONMENT SHALL BE PER SECTION 02 41 14. 2. SURFACE REPAIR SHALL BE PER SECTIONS 32 01 17, 32 01 29 OR 32 14 16 DEPENDING ON EXISTING SURFACE AND AS DESIGNATED ON THE PLANS. 3, CAST —IN —PLACE CONCRETE SHALL BE PER SECTION 03 30 00. 4, ALLOW CONCRETE BLOCKING TO CURE FOR 24 HOURS PRIOR TO PRESSURIZING WATER LINE. -FIELD CUT AND REMOVE EXISTING PIPE AS NECESSARY PER SECTIONS 33 11 11 OR 33 11 12 r f,. d r .. � ✓ F. � r RETAINER GLAND DUCTILE IRON MJ CAP PVC AND DUCTILE IRON PLAIN END PRESSURE PLUG BLOCKING SHALL BE AGAINST UNDISTURBED EARTH HORIZONTAL�dA BLOCKING PER € d 33 11 00—D130 FIELD CUT AND REMOVE a EXISTING PIPE AS NECESSARY PER SECTIONS 33 11 13 OR 33 11 14 .• .x ' SErt�Y.x pce �e'i 3o WELDED BUTT STRAP, BUTT WELD, JOINT HARNESS OR ` BUMPED EQUIVALENT PER SECTION HEAD 33 11 13 OR 33 11 14 CPP AND STEEL PLUG PLAIN END PRESSURE PLUG oRT WORT CITY OF FORT WORTH, TEXAS PVC, DUCTILE IRON, CONCRETE PRESSURE AND BURIED STEEL PIPE PRESSURE PLUGS REVISED- 08-31-2012 02 41 14-Dl23 O F T �� .. ° ° ° ... QRONALD G. KING °°°°°°°°°°°°°°°°°°°°°°°°°°� 81073 O �� P41� �% C E N s41�`�°���`�® ® ONAL �® oo 08/13/2024 Texas Department of Transportation © 2024 SOUTHEAST CONNECTOR File Name: SEC-S00-10-UT-33467.dgn PROJECT DESIGNED FED.RD. DIV.NO. RGK HIGHWAY FEDERAL AID PROJECT NO. NO. NEEDS SPC Status: DRAWN I 6 F-2022(675) 1-820 UTILITIES RFC �w� STATE DISTRICT COUNTY SHEE NO. RELEASE FOR Date: CHECKED TEXAS FT. WORTH TARRANT CONSTRUCTION DETAILS 08/13/2024 Sheet: LMH APPROVED I CONTROL SECTION JOB 500-UT-33467 D 12 0 & D 12 3 18 OF 22 RGK 0008 13 125, etc CID N co N Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C O a 06 11z:r ry) M 1- 0 O O U W un N m 00 rn 00 N O a 2P/-0" f f, a a DaQa� WATER :' � 2'-0" f 8-.#4 BARS /\ (TYP.) -'4" CHAMFER----- (TYP.) CONCRETE COLLAR (ASPHALT) 2'-0" 2,-0ff v;• � v5 c �Y a �; vti 8—#4 BARS (TYP.) BARS DaUoU (TYP.)ECLAIO ' WATER r'` A 4" CHAMFER TYP. —/ \ r FOR UNIMPROVED SURFACES ONLY CONCRETE COLLAR (UNIMPROVED SURFACES) 2'-0" CONCRETE COLLAR (RECLAIMED WATER — ALL LOCATIONS) CONCRETE COLLAR %4" CHAMFER (TYP.) 8" TYP. 3" MIN. IF VALVE OPERATING NUT IS MORE THAN 3' BELOW AWWA TWO—PIECE---""' PAVEMENT SURFACE, PROVIDE VALVE BOX OR EXTENSION STEM TO 1' BELOW APPROVED EQUAL PAVEMENT SURFACE. Y KINIM&Ll101111 )9"x45' CHAMFER 2" SQUARE STOCK w. W/ 1" DIA. HOLEde j DRILLED THROUGH 1 "0 SOLID J✓ ROUND STOCK 2" SQUARE STOCK W/ 1" DIA. HOLE DRILLED THROUGH 2Y2" SQUARE TUBING W/ Y4" THICK WALL USE RETAINER GLANDS FOR VALVE RESTRAINT i 2" +0` VARI ES VALVE STEM EXTENSION NOTE: 1. GATE VALVES SHALL BE RESILIENT SEATED. 2. PROVIDE 3" MIN. OF COVER OVER REINFORCEMENT IN ALL DIRECTIONS. 3. COLLARS SHALL BE 4,000 PSI CONCRETE PER SECTION 03 30 00. NOTE: 1. 1" ROUND SOLID BAR & 2" SQUARE PER ASTM A-108-81. SAE 1020, COLD DRAWN OR BETTER. 2. 2—Y2" SQUARE TUBING PER ASTM A-512-79, SAE 1020, COLD DRAWN OR BETTER. 3. ALL WELDS SHALL COMPLY WITH A.W.S. CODE FOR PROCEDURE, APPEARANCE AND QUALITY OF WELDS. FoRTWo CITY OF FORT WORTH, TEXAS WATER DISTRIBUTION GATE VALVE &BOX (12" AND SMALLER) ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/13/2024 REVISED: 10-18-2018 I 1 33 12 20-D12G MEN .. TBPELS halff SOUTH :POINT CONSTRUCTORS NEEDS SPIC RELEASE FOR CONSTRUCTION SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS D126 File Name: SEC-S00-10-UT-33468.dgn Status: RFC Date: 08/13/2024 Sheet: 19 OF 22 O F T �� .............. °0 RONALD G. KING Q°°°°°°°°°°°°°°°°°°°°° 81073 O < P410 �% C E N s`�°���`�® p��®s/° ® ANAL �® oo 08/13/2024 Texas T 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN j Wj STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 Department of Transportotion FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33468 N CIO co N Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C a M M 1- 0 O O U W un N 00 rn 00 N 0 a Rol WATAI IA INFA tV■ IA ENOR yi 0 yE[a ALL DUCTILE IRON FITTING`= SHALL BE WRAPPED IN RESTRAINED POLYETHYLENE PER 01 1 V' nD !` AD -7 !if Inw M ! *TEE SECTION 33 11 11 UNDISTURBED EARTH FoRTWouii BEND I M i I -'LAIN VIEW HORIZONTAL THRUST BLOCKING TABLE PLUGS, TEES, 90' BENDS 45' BENDS 22.5' BENDS 11.25' BENDS PIPE "X" DEAD -ENDS SIZE DIM.** MIN AREA MIN. AREA MIN. AREA MIN. AREA MIN. AREA (SF) (SF) (SF) (SF) (SF) 6" 1'-6" 4.00* 4.50 4.00* 4.00* 4.00* 8" 1'-6" 5.65 8.00 4.33 4.00* 4.00* 10" 1'-6" 8.84 12.50 6.76 4.00* 4.00* 12" 1'-6" 12.72 17.99 9.74 4.96 4.00* 16" 2'-0" 22.62 31.99 17,31 8.83 4.43 20" 2'-0" 35.34 49.98 27.05 13.79 6.93 24" 2'-0" 50.89 71.97 38.95 19.86 9.98 *MINIMUM THRUST BLOCKING SURFACE AREA SHALL BE 4 SQUARE FEET. **DIMENSION "X" TO BE A MINIMUM OF ONE FOOT AND SIX INCHES, BUT IS TO BE INCREASED WHERE NECESSARY TO PROVIDE BEARING AGAINST UNDISTURBED TRENCH WALL. NOTES: 1. THRUST BLOCKING AREAS SHOWN ARE BASED ON: 1.1. 225 PSI TEST PRESSURE 1.2. 3,000 PSF HORIZONTAL OR LATERAL BEARING PRESSURE FOR ACCEPTABLE SOILS 1.3. MINIMUM COVER OF 42" 1.4. A SAFETY FACTOR OF 1.5. 2. THE ENGINEER SHALL PROVIDE A SEPARATE BLOCKING TABLE WHEN THE CONDITIONS DO NOT MEET THE ABOVE ASSUMPTIONS. 3. THE CONTRACTOR IS REQUIRED TO PROVIDE THRUST RESTRAINT BY MEANS OF THRUST BLOCKING FOR ALL PIPES. THIS ITEM SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS ITEMS BID. 4. ALL MJ FITTINGS SHALL BE ADDITIONALLY RESTRAINED WITH RETAINER GLANDS. 5. BLOCKING FOR WATER LINES LARGER THAN 24" SHALL BE DESIGNED FOR THE SPECIFIC LOCATION AND SHOWN ON THE DRAWINGS. 6. ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PRIOR TO PLACING OF BLOCKING. 7. CONCRETE MATERIAL SHALL CONFORM TO SECTION 03 30 00. ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION CITY OF FORT WORTH, TEXAS HORIZONTAL THRUST BLOCKING DATE 08/13/2024 REVISED:12-30-2016 � FoRTWo 33 11 00-D130 MEN .. TBPELS halff SOUTH :POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION CO1 SHl1 LL L! I LI I I V UNDISTURBED EARTH PROFILE VIEW CONCRETE CRADLE TABLE 90' BENDS 45' BENDS 22.5' BENDS 11.25' BENDS PIPE "X" SIZE DIM.** MIN. AREA MIN. AREA MIN. AREA MIN. AREA (SF) (SF) (SF) (SF) 6" 1'-6" 4.50 4.00* 4.00* 4.00* 8" 1'-6" 8.00 4.33 4.00* 4.00* 10" 1'-6" 12.50 6.76 4.00* 4.00* 12" 1'-6" 17.99 9.74 4.96 4.00* 16" 2'-0" 31.99 17.31 8.83 4.43 20" 2'-0" 49.98 27.05 13.79 6.93 24" 2'-0" 71.97 38.95 19.86 9.98 *MINIMUM THRUST BLOCKING SURFACE AREA SHALL BE 4 SQUARE FEET. **DIMENSION "X" TO BE A MINIMUM OF ONE FOOT AND SIX INCHES, BUT IS TO BE INCREASED WHERE NECESSARY TO PROVIDE BEARING AGAINST UNDISTURBED TRENCH BOTTOM. NOTES: 1. THRUST BLOCKING AREAS SHOWN ARE BASED ON: 1.1. 225 PSI TEST PRESSURE 1.2. 3,000 PSF HORIZONTAL OR LATERAL BEARING PRESSURE FOR ACCEPTABLE SOILS 1.3. MINIMUM COVER OF 42" 1.4, A SAFETY FACTOR OF 1.5. 2. THE ENGINEER SHALL PROVIDE A SEPARATE BLOCKING TABLE WHEN THE COND111ONS DO NOT MEET THE ABOVE ASSUMPTIONS, 3. THE CONTRACTOR IS REQUIRED TO PROVIDE THRUST RESTRAINT BY MEANS OF THRUST BLOCKING FOR ALL PIPES. THIS ITEM SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS ITEMS BID. 4. ALL MJ FITTINGS SHALL BE ADDITIONALLY RESTRAINED WITH RETAINER GLANDS. 5. CRADLES FOR WATER LINES LARGER THAN 24" SHALL BE DESIGNED FOR THE SPECIFIC LOCATION AND SHOWN ON THE DRAWINGS. 6. ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PRIOR TO PLACING OF BLOCKING. 7. CONCRETE MATERIAL SHALL CONFORM TO SECTION 03 30 00. CITY OF FORT WORTH, TEXAS CONCRETE CRADLE REVISED: 12-30-2016 33 11 04-D131 SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS D130 & D131 File Name: SEC-S00-10-UT-33469.dgn Status: RFC Date: 08/13/2024 Sheet: 20 OF 22 D F T �� .. °°° °0 RONALD G. KING 81073 O �� P4p0°?C E N s`�°���`�® ® ANAL �® oo 08/13/2024 Texas © 2024 DESIGNED FED.RD. RGK DIV.NO. � DRAWN 6 jWj CHECKED LMH APPROVED RGK STATE TEXAS CONTROL 0008 Department of Transportotion FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33469 N CIO co N Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C Q 0 M M O O O U W un N M 00 M 00 N O a WIDTH SHALL BE 8" PLAN VIEW MIN. FOR 2 BAR APPLICATIONS, OTHERWISE 6" MIN. 6" MIN. PIPE BACKFILL PER DRAWINGS AND SECTION 33 05 10 PIPE EMBEDMENT PER DRAWINGS ANC SECTION 33 05 1 C s REINF( #4 BARS FoRTWoe ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION PROFILE VIEW T 6" 1j MIN. I TIE -DOWN BARS AS DESIGNATED ON TABLE REINFORCING MAT SHALL BE #4 BARS a 6" OCEW BLOCKING SHALL BE AGAINST UNDISTURBED EARTH HOOK TIE DOWN BARS INTO REINFORCING MAT (TYP.) 6" MIN. 6 MIN. + are ra•.r.�r:c�i�i r� �nf f r y[.G Art k .r �.SV.uss .Y� qY �Y@ 6'» F i• `,I��! '� C�7�ev�J•'�.r<d•Y� •�� �.n 6 i.., .y a+ S•• •.� ti'xS 1 �;' ` g���9f5 ,� p ri :, @ S, : . ,i.11a' -.. •ie�- r�u'r,4:•e`'K..ih.:a4 r' 7•'� ��j�n�ef� � .-.+! �,�`a,'�-siF; - •� •` .y�--''• z'>�'.-.6a;•.G r:� �.rr�.i',,.� s �'ir�•' ��'t3 j� c � }r-�•..�, �. �'`J "'i;��'r:,la.�•3's f` h �•.�srYs r.: aYr{" •<: �r,;� se.r• fr`� , �?�t;.3S A�i��. �. ��:. �., }<�� 'N+� `mow [i x `;�.•, �S �ri r �'r , •:�•,' .:(rw•� .�xft •:,.. � � %r�a3`_x��'��,r�W�'n`��wF%£pST,CFF€i' kp•F,..�:ir;>,;�. „r H- °Ar�• � f�.SnT�i �'t.,'.rgg 1 y'".,Y+.i„•y;,?�rji'nfuS:.;�r,�S [-:'.: y ..` �y , b"Yly q F=�:r vir�.F+�� ' F�.S '.t�; •'�'�r 4_ -,' xnlvr,9U� �. pp$7M(F a '3•& rv:i.' S t'e Nub �ik.� Y%C` !nV': Yifr.'•r+�-? ,SJ' d •*.i% FyFj q'ir, '� \'?oY� ..y� \��i v��:.�'lk SGy:{R j.n ��� A R��g��� le�S i, tr•'"�`n-�`R i1='�'�S��Y i�S�+.y 4. 5�[�r &;cY� ryrye�,{? ��' Y �,�rBF:A.; �'::!va`""�,�i hi e� �r•o•r.�r �• Y�.: F,^�� n .!!e„ y.• fF\ .v.:r.Ya 4 rii'�1��''r,)i'><r.S✓eh "4 � �.IL�'`. �:::./.�'�y'x.� i-•�+�)/ry`',5�4�''�:'�2r^�r ,t � .�• �'���•nry vi 1 �y5 .S�'Sis �.5;'.••\.; `n,`ntiti.��Lri,`�vz��s�i•��5���,��4�: n n cC %I• :3 .r F=F;rly�l-:'s �'nr-chYY �.a .rfr 4 I�x:.•'.•xtf.° .$.`rR`62�'! vrk7#;,(,�:s,5f��,..3 °a'3• x'��..w 5..,•h`{�:s; F \3 3Ti! 7 FY.tr •...5^3 Y.iy rx .G '�, �r d }fin r % nrjk ` v �'t Qp•r. �7r:Fh' ! -,d �5::��'X7' .�.F r i "l�`'r•F-��`�i�;;,k';�;r. ��V.fii` rY'•v � a .+• �3'o'-.F A,;s•.:. i y, <, r'`,�`�'.i 'Y�I`•i.: ,q 6" MIN, ( TYP. ) SECTION VIEW BLOCKING SHALL BE AGAINST UNDISTURBED EARTH .,L" l►1NO PIPE 90' BENDS 45' BENDS 22.5' BENDS 11.25' BENDS SIZE MIN. MIN. MIN. MIN. MIN. MIN. VOLUME #4 VOLUME #4 VOLUME #4 (CF) BARS (CF) BARS (CF) BARS 6" ALL 90' 48.69 1 24.82 1 12.47 1 8'F BENDS 86.56 2 44.13 1 22.17 1 1O" SHALL BE 135.25 3 68.95 2 34.64 1 12" RESTRAINED 194.76 4 99.29 2 49.88 1 NOTES: 1. VERTICAL TIE -DOWN BLOCKING VOLUMES SHOWN ARE BASED ON: 1A. 225 PSI TEST PRESSURE 1.2. 150 PCF CONCRETE DENSITY 1.3. A SAFETY FACTOR OF 1.5. 2. BAR QUANTITIES ARE BASED ON: 2.1. 30 KSI #4 STEEL REINFORCEMENT BAR 2.2. A FACTOR OF SAFETY OF 1.5 2.3. "L" SHALL BE A MINIMUM OF 18". 3. THE ENGINEER SHALL PROVIDE A SEPARATE VERTICAL TIE -DOWN BLOCKING TABLE WHEN THE CONDITIONS DO NOT MEET THE ABOVE ASSUMPTIONS, 4. THE CONTRACTOR IS REQUIRED TO PROVIDE THRUST RESTRAINT BY MEANS OF VERTICAL TIE -DOWN BLOCKING FOR ALL PIPES. THIS ITEM SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS ITEMS BID. 5. ALL MJ FITTINGS SHALL BE ADDITIONALLY RESTRAINED WITH RETAINER GLANDS. 6. WIDTHS, LENGTHS AND DEPTHS MAY VARY BUT SATISFACTION OF ABOVE MINIMUM VOLUMES MUST BE DEMONSTRATED. 7. KEEP CONCRETE CLEAR OF PIPE JOINTS AND BOLTS. B. VERTICAL TIE -DOWN BLOCKING FOR LINES 16" AND LARGER SHALL BE DESIGNED FOR THE SPECIFIC LOCATION AND SHOWN ON THE DRAWINGS, 9. ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PRIOR TO PLACING OF BLOCKING. 10. CONCRETE MATERIAL SHALL CONFORM TO SECTION 03 30 00, CITY OF FORT WORTH, TEXAS VERTICAL TIE -DOWN BLOCKING DATE 08/13/2024 3/4" CURB STOP PER SECTION 33 12 10 2" GALVANIZED PIPE EXISTING SERVICE LINE REVISED: 12-30-2016 � FORT WORTH 33 11 00-D132 NOR MEN TBPELS ha�fF, SOUTH"POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION 3/4" TUBING ADAPT AS REQUIRED EXISTING PRIVATE SERVICE TO HOUSE OR BUILDING NOTES: 1. CONTRACTOR SHALL BE REQUIRED TO COVER METER VAULT WITH PROTECTIVE GUARD. 2. METER SHALL BE REMOVED BY THE CONTRACTOR. CONNECTION FROM BY-PASS TO PRIVATE SERVICE SHALL BE MADE BY CONTRACTOR. 3. FOR DEAD END WATER MAINS, TEMPORARY SERVICE MAY NEED TO BE UPSIZED. CITY OF FORT WORTH, TEXAS TEMPORARY SERVICE CONNECTION REVISED- 08-31-2012 33 04 30-D133 SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS D132 & D133 File Name: SEC-S00-10-UT-33470.dgn Status: RFC Date: 08/13/2024 Sheet: 21 OF 22 0 F���� �P RONALD G. KING °°°°°°°°°°°°°° °° 81073 O 4 " TC E N S/ONAL° o� 08/13/2024 Texas U 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN jWj STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33470 N co N co N 24 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C O a M M O H O O U W un N n1 00 n1 00 N O ASPHALT COVER EXISTING PAVEMENT No= 36" MIN. z 15# ROOFING FELT NOTES: 2" GALVANIZED PIPE ��'•�,''."•"' � ��Y,.�� ;� ` n ;cgs 2—STANDARD FINISHED 2"X6" BOARDS 1. FOR DEAD END WATER MAINS, TEMPORARY SERVICE MAY NEED TO BE UPSIZED. FORTWORTH CITY OF FORT WORTH, TEXAS INTERSECTION 8 DRIVEWAY APPROACH CROSSING FOR TEMPORARY WATER SERVICE ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/13/2024 no= REVISED- 08-31-2012 33 04 30-13134 ME E + #" . . . . . . . .4. • - + ^Ira ^Ira - 6• i' 4 + 3' MIN. BELOW- . . . . . . + + + + + . • + + + - + + FINISHED GRADE + + + + + + + + + + + + + 4, + 4 " + + UPON COMPLETION OF " CLEANING, REMOVE + RESTRAINED SPOOL PIECE ar + + + + + + + AND PROVIDE MJ PLUG 4 � EMBEDMENT AROUND + . . . . . + PER SECTION 33 04 40, + - + ENTIRETY OF WYE PER + + + + + + + SECTION 33 05 10 + + + + ; M� :e ., + + + + ,�• „tip •., �. � {n •� .�. �� ,q. ,ar � � � � �r• §' c �;•., 2' MIN. ° u�„ + + + i "d" RETAINER 4, + + � ��' � °m" n�� . . . . . . . . .� � +b GLANDS �" �., +£a :r g n�.w + + 4• + + Y (TYP.) ar g .,�7:w. s^�e x.,.q• K', � s �;+�; n �,c �F!•^ Sa: a , ro•;��, zwrv.•-e:�a�yA ',Yyk �r�a ,,,�#•.� cw' FLOW '^.,�"n •�• •;�" , ''a . ,n..�°�•r�,'. ��, � ,z ..�, tee=: �;""�� �• °"z�'�.eM'nw',e„�,.� � •z ,s "'x� � M.�n W �•', ,•, � a".� Via. ':�".,' - ,� e�;',&•a �� nee ,,, ket a &, "..� . ,C•s, ;�°'a ass 'xr w c ,'T ;4•.,°x... ,.• .. ,�'N._.., n Na . � ,' _ .,.. ?g 'w.Y•a°s^.�.Y• °wM.Y�,.�-�-yr` �; i.L �v',,,ir...•ri�' �;. _ �y �, �_�'?`" �., ''`.x.�w.'a.•T,°�e'ft .•°�E h. °n, `,� �dk'�,�.rw,c L,"f; F';''6•b ° a.`° ';in "i•v•g DUCTILE IRON MJ WYE CLEANING WYE ON LOOPED WATER SERVICE MJ GATE VALVE PER 33 12 20-D126 + 48 + 4 . . maw .�' + . ,i.G 9•• am. Jg. . .f • + + ° + + 4. + + + + + o + . . . . . . . . . ^� + + 3' MIN. BELOW ,b,+++ ++ + + + FINISHED GRADE + ++4+ + + + �. + �. �. + + + + + + . . . . . �` +� � +UPON COMPLETION OF + CLEANING, REMOVE + + + + + + + + RESTRAINED SPOOL PIECE + + " + "° + AND PROVIDE RESTRAINED MJ ` PLUG PER SECTION 33 04 EMBEDMENT AROUND + " °�° + + + + + ENTIRETY OF WYE PER •e" 4C7. SECTION 33 05 10 �., RETAINER + . + GLAND• A. r .F HORIZONTAL BLOCKING PER FLOW 33 11 00—D130 • �q x � a :;.. ,. gyp:., RESTRAINED MJ PLUG NOTES: 1. WYES SHALL ONLY BE LOCATED WHERE INDICATED ON THE DRAWINGS. 2. ALL WATER PIPING 12" AND SMALLER SHALL BE DUCTILE IRON OR PVC. DUCTILE IRON f MJ WYE CLEANING WYE ON NON -LOOPED WATER SERVICE I FORTWORTH CITY OF FORT WORTH, TEXAS STANDARD CLEANING WYE FOR WATER DISTRIBUTION PIPE (12" AND SMALLER) MEN .. TBPELS halff SOUTH :POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION REVISED- 05-08-2013 33 04 40-13135 SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS D134 & D135 File Name: SEC-S00-10-UT-33471.dgn Status: RFC Date: 08/13/2024 Sheet: 22 OF 22 .. ° ° ° ... RONALD G. KING 81073 O �� < p��®s/° ® ANAL �® oo 08/13/2024 Texas © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN j Wj STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 Department of Transportotion FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33471 N CIO co N Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C c 0 O L, M M 0 0 W 00 m 00 IN 0 ro O I 0 U v c v C 0 v Ln U N O n� W c v M U EL 0 0)M N � � Q O H rn M N N M � Ln �7 O C.i REVIEWED AND APPROVED BY: DIRECTOR WATER DEPARTMENT CITY OF FORT WORTH REVIEWED AND APPROVED BY: ENGINEERING MANAGER WATER DEPARTMENT CITY OF FORT WORTH REVIEWED AND APPROVED BY: PROJECT MANAGER HALFF ASSOCIATES Signed by: , I^ S �ox(/y/r D2265685B74C4F4_. CHRIS HARDER, P.E. ESigned by: 6 lL r. 6saw& 71;8F3B1B9D864FF_. JOHN R. KASAVICH, P.E. fw J& ��- � RONALD G: KING, P.E. OTATE OF TEXA0 a a ON MAIN 11101 NIV00110 suffill Me 1010 0 1 @$ 0, 0011 • 110 100, R WE ON I M"INMI�gu( ffill 04MIN, NA I N' T I � I I N, 0160 u I I FEDERAL AID PROJECT F-2022(675) CSJ: 0008-13-125, ETC. SOUTHEAST CONNECTOR PROJECT 10/17/2024 DATE 09/24/2024 DATE 08/13/2024 DATE TARRANT COUNTY LIMITS/LENGTH: 1-20 FROM 1-20/1-820 INTERCHANGE TO FOREST HILL DRIVE = 2.2 MILES 1-20 FROM 1-20/1-820 INTERCHANGE TO LITTLE ROAD = 2.3 MILES 1-820 FROM 1-20/1-820 INTERCHANGE TO BRENTWOOD STAIR ROAD = 6.2 MILES US 287N FROM 1-820/US 287 INTERCHANGE TO VILLAGE CREEK ROAD = 0.8 MILES US 287S FROM 1-20/US 287 INTERCHANGE TO SUBLETT ROAD = 2.2 MILES NEEDS SPC RELEASE FOR CONSTRUCTION CITY OF FORT WORTH SANITARY SEWER RELOCATION: 3111 240813 SOO UT R COFW-PK10B (X-28286) SEC-U-0520 SEGMENT 1 S SEGMENT 3 5L&MLN 1 4 SEGMENT 3 SEGMENT 4 ling Wt on 1 Ca Y . SEGMENT 5 !� €a P. FOREST HILL IINrr.RBR! \ BUSINESS 2VN PROJECT LOCATION MAP N.T.S. Fece m C It Rol Ta,W i N SEGMENT 6 ��­ (a SEGMENT 8 ' © 2024 by Texas Department of Transportation; all rights reserved 4' ® 4� RONALD G. KING° ° ° ° X .°°°°°°°°°°°°...... 00 ° 81073 O �� 0�04 �\° l C E N 4S1 ANAL 08/13/2024 DESIGNED FED.RD. D I V. NO. FEDERAL AID PROJECT NO. RG K DRAWN 6 F-2022(675) CLM STATE DISTRICT COUNTY CHECKED TEXAS FT. WORTH TARRANT LM H APPROVED CONTROL SECTION JOB RG K 0008 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33500 FUNCTIONAL CLASSIFICATION, DESIGN SPEED: URBAN INTERSTATE/ HIGH-SPEED 70 MPH MAINLANES URBAN FREEWAY URBAN INTERSTATE HIGH-SPEED 50 MPH COLLECTOR -DISTRIBUTORS URBAN INTERSTATE HIGH-SPEED 50 MPH HIGH-SPEED 50 MPH DIRECT CONNECTORS URBAN INTERSTATE HIGH-SPEED 45 MPH HIGH-SPEED 40 MPH HIGH-SPEED 50 MPH RAMPS URBAN ARTERIAL HIGH-SPEED 45 MPH HIGH-SPEED 40 MPH LOW -SPEED 40 MPH FRONTAGE ROADS URBAN COLLECTOR LOW -SPEED 30 MPH URBAN ARTERIAL LOW -SPEED 40 MPH URBAN ARTERIAL LOW -SPEED 30 MPH CROSS STREETS URBAN COLLECTOR LOW -SPEED 30 MPH LOCAL ROAD LOW -SPEED 30 MPH CRAIG STREET CONNECTIONS URBAN COLLECTOR LOW -SPEED 20 MPH U-TURNS URBAN COLLECTOR LOW -SPEED 15 MPH SHARED USE PATH URBAN COLLECTOR LOW -SPEED 10 MPH THE BASIS OF BEARINGS IS DERIVED FROM STATIC GPS DATA COLLECTED ON PUBLISHED TXDOT MONUMENTS REFERENCED TO NAD83 (2011) EPOCH 2010, STATE PLANE TEXAS NORTH CENTRAL ZONE (4202), NAVD88 GEOID 2012A COORDINATE SYSTEM WITH A GRID TO GROUND SURFACE ADJUSTMENT FACTOR OF 1.00012. NOTES: 1. SPECIFICATIONS ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION, NOVEMBER 2014 AND SPECIFICATION ITEMS LISTED AND DATED AS FOLLOWS, SHALL GOVERN ON THIS PROJECT: REQUIRED CONTRACT PROVISIONS FOR ALL FEDERAL -AID CONSTRUCTION CONTRACTS (FORM FHWA 1273, MAY 2012). THIS PROJECT HAS BEEN DESIGNED USING THE DESIGN BUILD AGREEMENT DOCUMENTS INCLUDING ALL THE TECHNICAL DOCUMENTS AND THE TECHNICAL REQUIREMENTS. 2. TDLR INSPECTION REQUIRED. OO Texas Department of Transportation OC 2024 SOUTH ''POINT � S' _'� �JC'_'O�S CO Aam&FAL Mt PK5.Kmiewi TBPE REGISTRATION No. F-6649 P"=COM AECOM Technical Services, Inc.- F-3580 0 ' MEN haLff ■ ■ TBPELS ENGINEERING FIRM #312 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C INDEX OF SHEETS INDEX OF SHEETS * SHEET DESCRIPTION * S00-UT-33500 TITLE SHEET - SEC-U-0520 * S00-UT-33501 INDEX OF SHEETS - SEC-U-0520 * S00-UT-33502 GENERAL NOTES - SEC-U-0520 * S00-UT-33503 OVERALL PROJECT MAP, SURVEY CONTROL POINTS * S00-UT-33504 PROJECT KEYMAP - SEC-U-0520, SEGMENT 1 N * S00-UT-33505 EXISTING SANITARY SEWER ABANDONMENT LAYOUT * S00-UT-33506 PROPOSED SANITARY SEWER SYSTEM LAYOUT * S00-UT-33507 LEGEND * S00-UT-33508 SANITARY SEWER RELOCATION 3111, PLAN & PROFILE - STA 1 +00.80 TO STA 4+00.00 * S00-UT-33509 SANITARY SEWER RELOCATION 3111, PLAN & PROFILE - STA 4+00.00 TO STA 8+00.00 * S00-UT-33510 SANITARY SEWER RELOCATION 3111, PLAN & PROFILE - STA 8+00.00 TO STA 10+55.91 * S00-UT-33511 LATERAL PROFILES 1-5 * S00-UT-33512 DETAILS, TRENCH REPAIR A & B * S00-UT-33513 DETAILS, TRENCH REPAIR C & D * S00-UT-33514 DETAILS, TRENCH REPAIR E & F * S00-UT-33515 DETAILS, TRENCH REPAIR G & H * S00-UT-33516 DETAILS, D006 & D007 * S00-UT-33517 DETAILS, D010 & D012 * S00-UT-33518 DETAILS, D208 & D209 * S00-UT-33519 DETAILS, D210 & D214 c * S00-UT-33520 DETAILS, D218 & D219 ^i 0 M M O H O O U W O cl 00 rr) 00 N O a a V) .R V N O i Q v c v a U a O 0 O � M � O � rn M o ISSUE RECORD NO. DESCRIPTION Ln0 RELEASED FOR CONSTRUCTION -77 O U ~ J_ C] U- ■ ■ ■ ■ DATE 08/13/2024 . e halff DATE REV 0811312024 0 0811312024 0 0811312024 0 0811312024 0 0811312024 0 0811312024 0 0811312024 0 0811312024 0 0811312024 0 0811312024 0811312024 0 0811312024 0811312024 0 0811312024 0 0811312024 0 0811312024 0 0811312024 0 0811312024 0 0811312024 0 0811312024 Lj 0811312024 0 TBPELS ENGINEERING FIRM #312 SOUTHAPOINT CONSTRUCTORS * SHEET DESCRIPTION Ill C ■ NEEDS SPC RELEASE FOR CONSTRUCTION DATE REV 1 File Name: SOUTHEAST CONNECTOR PROJECT S a - n 00-10-UT-33501.dg UTILITIES RFC Date: INDEX OF SHEETS - SEC-U-0520 08/13/2024 Sheet: 2OF21 * INCLUDED IN THIS PACKAGE 0 F T �� °°°°°°°°°°°°.. Dp RONALD G. KING 81073 P410 -\'° ® 0 N A L �® oo 08/13/2024 'F Texas Department of Transportation Af © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. R DRAWNN 6 F-2022(675) 1-820 CLM STATE DISTRICT COUNTY SHEET NO. CHECKED TEXAS FT. WORTH TARRANT LMH CONTROL SECTION JOB S00-UT-33501 APPROVED RGK 0008 13 125, etc 0 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C GENERAL NOTES GENERAL NOTES GENERAL NOTES c N 0 M M 0 0 0 U w 0 00 m 00 r\ 0 0 0 v I 0 U v c v 0 v c 0 v Ln U a) �o i a� c v M U a o N � N � Lr) Q O rn rn lzzln1 N N Ln 7 O C.i DIVISION 01 - GENERAL REQUIREMENTS GENERAL: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE CITY AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION OR DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION AND FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. 2. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED OWNERS (UTILITY COMPANIES) OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. A. NOTIFY TEXAS 811 (1-800-DIG-TESS OR WWW. TEXAS81 1. ORG) TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. B. CAUTION! BURIED ELECTRIC LINES MAY EXIST ALONG THIS PROJECT. CONTACT ELECTRICAL PROVIDERS 48 HOURS PRIOR TO EXCAVATION: • ONCOR 24/7 CONTACT 817-913-5365 C. CAUTION! BURIED GAS LINES MAY EXIST ALONG THIS PROJECT. CONTACT GAS COMPANIES 48 HOURS PRIOR TO EXCAVATION, AND WITHIN TWO (2) HOURS OF ENCOUNTERING A GAS LINE: • ATMOS 24/7 CONTACT 866-322-8667 • ENLINK 24/7 CONTACT 214-721-9378 • DIVERSIFIED JODY CURRY 940-393-8563 • SUMMIT MIDSTREAM ANDY AIVAZIAN 214-794-6635 JARROD STEWART 304-932-9088 • FLINT HILLS RESOURCES 24/7 CONTACT - D. CAUTION! BURIED COMMUNICATION CABLES MAY EXIST ALONG THIS PROJECT. CONTACT COMMUNICATION COMPANIES 48 HOURS PRIOR TO EXCAVATION: • AT&T 24/7 CONTACT 1-800-286-8313 BILLY KIDD 972-322-0709 • CHARTER (SPECTRUM) THOMAS SONNIER 817-205-9098 • CONTERRA 24/7 CONTACT 1-800-634-1374 • MCIMETRO (VERIZON) BRYAN SCHAFER 972-213-3748 • ZAYO 24/7 CONTACT 1-866-236-2824 E. CAUTION! BURIED CITY OF FORT WORTH WATER AND SANITARY SEWER LINES MAY EXIST ALONG THIS PROJECT. CONTACT THE CITY 48 HOURS PRIOR TO EXCAVATION: • FORT WORTH WATER CLSAR ZAVALA 817-475-2656 MATT DAVIS 817-944-8277 • FORT WORTH SEWER LUKE COFFMAN 817-223-7438 MIKE MAINORD 817-480-9944 F. CAUTION! WHEN DOING WORK WITHIN 200 FEET OF ANY SIGNALIZED INTERSECTION, THE CONTRACTOR SHALL NOTIFY TRAFFIC MANAGEMENT DIVISION OF CITY OF FORT WORTH T/PW, 72 HOURS PRIOR TO EXCAVATION (817-392-7738). THE CONTRACTOR SHALL PROTECT EXISTING SIGNAL HARDWARE, GROUND BOXES, DETECTION LOOPS, AND UNDERGROUND CONDUIT AT SIGNALIZED INTERSECTIONS. ANY DAMAGES AT SIGNALIZED INTERSECTIONS SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL CONTACT THE CITY AT 817-392-8100 TO PERFORM CONDUIT LINE LOCATES AT SIGNALIZED INTERSECTIONS 72 HOURS PRIOR TO COMMENCING WORK AT THE INTERSECTION. G. THE CONTRACTOR SHALL NOTIFY THE CITY OF FORT WORTH PROJECT MANAGER 48 HOURS PRIOR TO THE START OF ANY EXCAVATION (JOHN KASAVICH: 817-392-8480) 3. THE LOCATION OF ALL DRIVEWAYS, RETAINING WALLS, STRUCTURES, ETC. WHICH MAY BE SHOWN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXACT SIZE, LOCATION, ELEVATION, AND CONFIGURATION OF ALL STRUCTURES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE GENERAL SAFETY AT AND ADJACENT TO THE PROJECT AREA, INCLUDING THE PERSONAL SAFETY OF PUBLIC AND PRIVATE PROPERTY. CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY SEWER FACILITIES TO AFFECTED PROPERTY OWNERS, IF NECESSARY PER SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS. 5. CONTRACTOR'S PERSONNEL SHALL HAVE IDENTIFYING CLOTHING, HATS OR BADGES AT ALL TIMES WHICH IDENTIFY THE CONTRACTOR'S NAME, LOGO OR COMPANY. THE CONTRACTOR SHALL ALSO HAVE IDENTIFICATION ON ALL VEHICLES. 6. THE CONTRACTOR SHALL DISTRIBUTE NOTICES (DOOR HANGER) TO ALL AFFECTED PROPERTY OWNERS PRIOR TO BEGINNING WORK ON EACH PROPERTY PER SECTION 01 35 13. 7. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY INSPECTOR, CITY PROJECT MANAGER AT THE PRE -CONSTRUCTION MEETING FOR REVIEW. ANY CONSTRUCTION ACTIVITY, MATERIALS, ETC. THAT ARE IDENTIFIED BY THE CITY AS NON -COMPLIANT WITH THE STANDARD DETAILS AND SPECIFICATIONS SHALL BE REMOVED AND REPLACED WITH MATERIALS THAT CONFORM WITH THE STANDARD DETAILS AND SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE. REFERENCE SECTION 01 33 00 SUBMITTALS AND SECTION 01 60 00 PRODUCT REQUIREMENTS, AND THE GENERAL CONDITIONS. 8. PRIOR TO SCHEDULING THE PROJECT FINAL, THE CONTRACTOR SHALL PROVIDE REDLINES, CUT SHEETS, FINAL APPROVED PIPE SHOP DRAWINGS, CCTV VIDEO/REPORTS, LINER RESULTS, ETC., PIPE REPORT AND SERVICE REPORT PER SECTIONS 01 77 19, 01 78 39, AND 33 01 31 TO THE CITY FOR REVIEW, REVISIONS, AND FINAL ACCEPTANCE. 9. WHEN IT IS REQUIRED THAT A CONTRACTOR WORK OR ENTER PRIVATE PROPERTY, THE CONTRACTOR SHALL CONTACT THE PROPERTY OWNER 48 HOURS PRIOR TO CONSTRUCTION PER SECTION 01 11 00. DO NOT STORE EQUIPMENT OR MATERIAL ON PRIVATE PROPERTY UNLESS AND UNTIL THE SPECIFIED APPROVAL OF THE PROPERTY OWNER HAS BEEN SECURED IN WRITING BY THE CONTRACTOR AND A COPY FURNISHED TO THE CITY. 10. ANY EXCESS MATERIAL FROM EXCAVATION SHALL BE PLACED AT A LOCATION DESIGNATED BY DESIGN -BUILD CONTRACTOR. THE LOCATION SHALL BE COORDINATED WITH THE DESIGN -BUILD UTILITY COORDINATOR. SURPLUS MATERIALS FROM EXCAVATION INCLUDING DIRT, TRASH, ETC. SHALL BE PROPERLY DISPOSED OF AT A SITE ACCEPTABLE TO THE CITY'S FLOOD PLAIN ADMINISTRATOR IF WITHIN THE CITY LIMITS. IF THE LOCATION IS NOT WITHIN THE CITY LIMITS, THE CONTRACTOR SHALL PROVIDE A LETTER STATING SO. SURPLUS MATERIAL MAY NOT BE PLACED IN NATURAL DRAINAGE WAY WITHOUT WRITTEN PERMISSION FROM THE AFFECTED PROPERTY OWNER AND THE CITY'S FLOOD PLAIN ADMINISTRATOR. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN THE AREAS WITHOUT WRITTEN PERMISSION, CONTRACTOR SHALL RESPONSIBLE FOR ALL DAMAGE RESULTING FROM SUCH FILL AND SHALL REMOVE THE MATERIAL. 11. CONTRACTOR SHALL CONTACT LOCAL SCHOOLS PRIOR TO BEGINNING CONSTRUCTION TO INFORM PRINCIPALS AND ADMINISTRATORS OF CONSTRUCTION IN THE AREA. A NOTE ON THE SCHOOL MARQUEE IS SUGGESTED TO INFORM PARENTS AND STUDENTS OF CONSTRUCTION, CONSTRUCTION DURATION, AND POSSIBLE ALTERNATIVE ROUTES AROUND CONSTRUCTION SITES. ONE LANE SHALL REMAIN OPEN AT ALL TIMES, AND ALL LANES OF TRAFFIC SHALL BE OPEN UP AT THE END OF EACH WORK DAY. DIVISION 03 - CONCRETE 1. HORIZONTAL BLOCKING FOR WATER LINES HAS BEEN OMITTED FOR CLARITY. HOWEVER, BLOCKING SHALL BE CONSTRUCTED AND SHOP DRAWINGS SUBMITTED TO THE CITY INSPECTOR FOR REVIEW, IN ACCORDANCE WITH SECTION 03 30 00. DIVISION 33 - UTILITIES GENERAL: 1. WHEN IT IS REQUIRED THAT A CONTRACTOR WORK ON PRIVATE PROPERTY WITHIN UTILITY EASEMENTS, THE CONTRACTOR SHALL CONTACT THE PROPERTY OWNER 48 HOURS PRIOR TO CONSTRUCTION. ONCE THE PIPE HAS BEEN INSTALLED OR REHABILITATED, THE CONTRACTOR SHALL IMMEDIATELY COMMENCE SURFACE RESTORATION. SURFACE RESTORATION MUST BE COMPLETED TO THE OWNER'S SATISFACTION WITHIN TEN (10) WORKING DAYS. FAILURE TO MAINTAIN AND/OR COMPLETE SITE RESTORATION, AS NOTED ABOVE, MAY RESULT IN DEFERMENT OF FURTHER PIPE INSTALLATION ACTIVITIES. ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/13/2024 2. EXISTING VERTICAL DEFLECTIONS AND PIPE SLOPES SHOWN ON THE PLANS WERE OBTAINED FROM RECORD DRAWINGS AND HAVE NOT BEEN FIELD VERIFIED. SOME PIPELINE SLOPES WERE ADJUSTED TO MATCH SURVEYED MANHOLE FLOW LINES. RIM ELEVATIONS, FLOW LINES, AND HORIZONTAL LOCATIONS OF EXISTING MANHOLES WERE DETERMINED FROM FIELD SURVEY. HOWEVER, IF CONFLICTS WITH PAVING, ADDITIONAL FILL, STORM SEWER, DRAINAGE HEADWALLS, INLETS, BRIDGE PIERS, EMBANKMENTS, MSE WALLS, RETAINING WALLS, ABOVE GROUND STRUCTURES, FRANCHISE UTILITIES, ETC. HAVE BEEN IDENTIFIED, THE UTILITIES IN CONFLICT SHALL BE LOCATED AND POTHOLED USING VACUUM EXCAVATION METHOD PER SECTION 33 05 30 PRIOR TO CONSTRUCTION OF THE MAIN. CONTRACTOR SHALL PROVIDE ALL POTHOLE DATA AND OTHER DOCUMENTATION OF THESE CONFLICTS (PLANS, SHOP DRAWINGS, SURVEY DATA, ETC.) TO THE CITY INSPECTOR, WATER ENGINEERING, WATER FIELD OPERATIONS, AS PLANS SHALL BE REVISED AND SUBMITTED FOR REVIEW BY THE CITY IN ORDER TO AVOID A CONFLICT. 3. MAINTAIN ALL EXISTING WATER AND SEWER CONNECTIONS TO CUSTOMERS IN WORKING ORDER AT ALL TIMES, EXCEPT FOR BRIEF INTERRUPTIONS IN SERVICE FOR WATER AND SEWER SERVICES TO BE REINSTATED. IN NO CASE SHALL SERVICES BE ALLOWED TO REMAIN OUT OF SERVICE OVERNIGHT. 4. PROVIDE AND FOLLOW APPROVED CONFINED SPACE ENTRY PROGRAM IN ACCORDANCE WITH OSHA REQUIREMENTS. CONFINED SPACES SHALL INCLUDE MANHOLES AND ALL OTHER CONFINED SPACES IN ACCORDANCE WITH OSHA'S PERMIT REQUIRED FOR CONFINED SPACES. 5. ONLY CITY PREQUALIFIED CONTRACTORS, BY APPROPRIATE WATER DEPARTMENT WORK CATEGORY, SHALL BE ALLOWED TO ADJUST VALVE BOXES, MANHOLES, RING & COVERS, ETC. 6. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY. THE CONTRACTOR SHALL CONSTRUCT THE PROPOSED WORK UTILIZING A TRENCH SAFETY PLAN PREPARED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, FOR THIS PROJECT, IN ACCORDANCE WITH OSHA EXCAVATION SAFETY STANDARDS, FEDERAL AND STATE REQUIREMENTS, PER SECTION 33 05 10. A TRENCH SAFETY PLAN SHALL BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. THIS WOULD ALSO INCLUDE A GROUND WATER CONTROL PLAN IF CONDITIONS MEETING CRITERIA OUTLINED IN SECTION 33 05 10 EXIST. 7. ALL EMBEDMENT AND BACKFILL SHALL BE IN ACCORDANCE WITH TXDOT ITEM 400. 8. EXISTING UTILITY INFORMATION IS PROVIDED FOR INFORMATION ONLY. ALTHOUGH THIS DATA IS SHOWN AS ACCURATELY AS POSSIBLE, THE CONTRACTOR IS CAUTIONED THAT THE CITY AND THE ENGINEER NEITHER ASSUMES NOR IMPLIES ANY RESPONSIBILITY FOR THE ACCURACY OF THE DATA. 9. EXISTING UTILITY CROSSINGS SHOWN ON THE PROFILE ARE FROM REFERENCE PLANS, AND FROM INFORMATION OBTAINED FROM THE UTILITY COMPANIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF THE EXISTING UTILITIES. 10. CITY INSPECTOR SHALL BE GIVEN ADVANCED NOTIFICATION AND BE ON SITE FOR ALL MANHOLE AND VALVE CONCRETE COLLAR INSTALLATION. REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AS SPECIFIED ON PLANS. 11. IF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION, TRENCH WATER STOPS SHOULD BE INSTALLED AT 500-FOOT MINIMUM INTREVALS TO PREVENT MIGRATION OF WATER WITHIN THE WATER OR WASTEWATER TRENCH. SANITARY SEWER: 1. VERIFY THAT ALL CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE FOR SANITARY SEWER ONLY. NOTIFY CITY OF ANY DISCOVERED ILLICIT CONNECTIONS. 2. THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGES TO PROPERTIES, HOMES, AND BASEMENTS FROM BACKUP, WHICH MAY RESULT DURING THE INSTALLATION OF NEW PIPE AND/OR ABANDONMENT OF EXISTING PIPE. THE CONTRACTOR WILL BE ALLOWED TO OPEN CLEAN OUTS WHERE AVAILABLE. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN UP ASSOCIATED WITH OPENING CLEAN OUTS. 3. FOR ALL SANITARY SEWER SERVICE CONNECTIONS AT MANHOLES, PROVIDE A HYDRAULIC SLIDE IN ACCORDANCE WITH THE DETAILS. 4. THE PROPOSED SANITARY SEWER LINES AT TIMES WILL BE LAID CLOSE TO OTHER EXISTING UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW GROUND. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS FOR THE SUPPORT AND PROTECTION OF ALL UTILITY POLES, GAS MAINS, TELEPHONE CABLES, SANITARY SEWER MAINS, WATER MAINS, DRAINAGE PIPES, UTILITY SERVICES, AND ALL OTHER UTILITIES AND STRUCTURES BOTH ABOVE AND BELOW GROUND DURING CONSTRUCTION. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AT THE PRE -CONSTRUCTION MEETING PER SECTION 01 33 00 FOR SUPPORT/PROTECTION OF LARGE DIAMETER WATER MAINS (16-INCH AND LARGER) AND SANITARY SEWER MAINS (15-INCH AND LARGER) FOR REVIEW BY CITY INSPECTOR, WATER ENGINEERING, AND WATER FIELD OPERATIONS PRIOR TO CONSTRUCTION IN THESE AREAS. IN ADDITION, THE CONTRACTOR SHALL SUBMIT A CONTINGENCY PLAN AND EMERGENCY PLAN TO THE SAME PERSONNEL WHICH INCLUDES ACCEPTABLE PIPE MATERIALS ON -SITE FOR REPAIRS. THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO EXISTING WATER AND SANITARY SEWER MAINS AS A RESULT OF THE CONTRACTOR'S OPERATIONS. 5. CONTRACTOR SHALL CONDUCT A PRE -CONSTRUCTION TELEVISION INSPECTION (CCTV) OF ALL EXISTING SANITARY SEWER LINES, WHICH ARE TO BE ABANDONED, TO VERIFY LOCATIONS OF ALL SANITARY SEWER SERVICE CONNECTIONS PRIOR TO CONSTRUCTION OF THE ENTIRE PROJECT. FORMAT OF THE CCTV VIDEO, PLAN EXHIBITS, AND REPORT SHALL BE IN ACCORDANCE WITH SECTION 33 01 31. REPORT SHALL CLEARLY IDENTIFY EXISTING SANITARY SEWER MAIN/LATERAL NUMBER, MANHOLES, STATION NUMBER (FROM AND TO), STREET ADDRESS, PIPE SIZE, PIPE MATERIAL, SERVICE LOCATIONS, PIPE MATERIAL CHANGES, ETC. COPIES OF THE CCTV VIDEO, LAYOUT, MARKED UP PLANS SHOWING LIMITS, AND REPORT SHALL BE PROVIDED TO THE CITY INSPECTOR, CITY PROJECT MANAGER, WATER ENGINEERING, AND WATER FIELD OPERATIONS, AS THE SCHEDULE SHALL ALLOW FOR A REVIEW TIME OF 2 WEEKS. 6. CONTRACTOR SHALL ENSURE THAT ALL ACTIVE SERVICES CAN BE RECONNECTED AND/OR REROUTED TO THE NEW SANITARY SEWER MAIN/LATERAL PER SECTION 33 31 50. CONTACTOR SHALL NOTIFY THE CITY INSPECTOR, CITY PROJECT MANAGER, WATER ENGINEERING, AND WATER FIELD OPERATIONS OF ANY POTENTIAL CONFLICTS PRIOR TO CONSTRUCTION, SO MODIFICATIONS TO THE PLANS CAN BE MADE IF NECESSARY. 7. CONTRACTOR SHALL BYPASS PUMP SEWAGE AROUND SECTION OF PIPE PRIOR TO BEING REPLACED OR REHABILITATED PER SECTION 33 03 10. 8. NEW MANHOLES SHALL BE CONSTRUCTED SUCH THAT THE MANHOLE COVER IS AT FINISHED SURFACE GRADE, OR AS NOTED ON THE PLANS. CONCRETE COLLARS PER SPECIFICATION 33 05 13 AND DETAIL SHALL BE INSTALLED WITH ALL NEW MANHOLES (INCLUDING MANHOLES OUTSIDE OF PAVEMENT AND/OR ON EASEMENTS), AS REQUIRED FOR THIS PROJECT. CONCRETE COLLARS IDENTIFIED IN THE FIELD THAT ARE NOT IN COMPLIANCE WITH THE SPECIFICATIONS AND DETAILS (I.E. INCORRECT COLLAR THICKNESS, NO STEEL REINFORCEMENT) SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 9. SANITARY SEWER SERVICES LARGER THAN 6-INCH DIAMETER SHALL CONNECT TO A MANHOLE. FOR ALL SANITARY SEWER SERVICE CONNECTIONS AT THE MANHOLE, CONTRACTOR SHALL PROVIDE A HYDRAULIC SLIDE IN ACCORDANCE WITH SECTION 33 39 20 AND STANDARD DETAIL. 10. SANITARY SEWER MANHOLES CALLED OUT FOR INTERIOR CORROSION PROTECTION SHALL CONFORM TO SECTION 33 39 60 LINER SYSTEM FOR SANITARY SEWER STRUCTURES. THIS SHALL INCLUDE MANHOLES ON MAINS WITH 3 % OR GREATER GRADE, ALL DROP MANHOLES, SIPHONS, JUNCTION STRUCTURES ON LARGE COLLECTOR MAINS 15-INCH DIAMETER AND LARGER, AND OTHER MANHOLES WHERE TURBULENCE IS AN ISSUE. 11. ODOR CONTROL IS REQUIRED FOR ALL SANITARY SEWER MANHOLES IN CITY PARK AREAS, PUBLIC SPACES, NEAR RESIDENCES, OR OTHER AREAS AS DETERMINED BY THE CITY ON MAINS 15-INCH DIAMETER AND LARGER. OEM MEN TBPELS ha�ff, SOUTH` POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION WATER: 1. PROVIDE THRUST RESTRAINT BY MEANS OF RESTRAINING JOINTS AT FITTINGS AND CONCRETE BLOCKING. WHEN SPECIFICALLY INDICATED ON THE DRAWINGS, PROVIDE THRUST RESTRAINT AT DESIGNATED JOINTS BEYOND THE FITTINGS. EACH METHOD SHALL BE CAPABLE OF THRUST RESTRAINT INDEPENDENT OF THE OTHER SYSTEM. THE CONTRACTOR SHALL REFER TO CITY STANDARD DETAILS FOR AREA REQUIRED TO INSTALL CONCRETE BLOCKING. 2. ALL DUCTILE IRON MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED TO PIPE USING RETAINER GLANDS 3. ALL WATER SERVICES SHALL BE INSTALLED ABOVE STORM SEWERS, EXCEPT WHERE SHOWN OTHERWISE IN THE DRAWINGS. 4. ELEVATION ADJUSTMENT AT CONNECTIONS MAY BE MADE WITH BENDS, OFFSETS, OR JOINT DEFLECTIONS. JOINT DEFLECTIONS SHALL NOT EXCEED FIFTY PERCENT (50%) OF MANUFACTURER'S RECOMMENDATIONS. 5. 12-INCH DIAMETER AND SMALLER WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 48-INCHES AND 16-INCH AND LARGER WATER MAINS SHALL BE INSTALLED A MINIMUM COVER OF 60- INCHES, MEASURED FROM TOP OF SURFACE (EXISTING AND PROPOSED) EXCEPT WHERE SHOWN OTHERWISE IN THESE PLANS. 6. VALVES SHALL BE INSTALLED WHERE DESIGNATED ON THESE PLANS IN ACCORDANCE AND SHOP DRAWINGS PROVIDED TO THE CITY INSPECTOR FOR REVIEW PER SECTION 33 12 20. VAULTS SHALL BE INSTALLED ON ALL MAINS 16-INCH DIAMETER AND LARGER PER SECTIONS 33 12 20, 33 05 16, AND 03 30 00. 7. FIRE HYDRANTS SHALL BE A MINIMUM OF 3 FT. BEHIND THE BACK OF CURB (MAXIMUM 9 FT.) AND IN LINE WITH THE PROPERTY/LOT LINES EXCEPT WHERE SHOWN OTHERWISE IN THESE PLANS. CONSTRUCTION AND SHOP DRAWING SUBMITTALS TO THE CITY INSPECTOR PER SECTION 33 12 40. B. CONTRACTOR SHALL PROVIDE A CLEANING PLAN AND DISINFECTION PLAN FOR 24-INCH AND LARGER WATER MAINS, PRIOR TO CONSTRUCTION IN ACCORDANCE WITH SECTION 33 04 40, PART 1.5, SUBMITTALS. INSERT CLEANING PIG IN WATER MAIN WHERE DIRECTED. CLEANING PIG SHALL BE PROVIDED BY CONTRACTOR IN ACCORDANCE WITH SECTION 33 04 40. FLUSHING IS ONLY PERMITTED WHEN SPECIALLY DESIGNATED IN THE DRAWINGS, AND THE CONTRACTOR SHALL PROVIDE THE PLAN SUBMITTALS TO THE CITY INSPECTOR, CITY PROJECT MANAGER, WATER FIELD OPERATIONS AND WATER ENGINEERING FOR REVIEW AT LEAST 1 WEEK PRIOR TO START OF CONSTRUCTION. 9. INSTALL CHLORINATION AND SAMPLING POINTS AT DESIGNATED LOCATIONS PER SECTION 33 04 40. 10. CORPORATION STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. CONSTRUCTION AND SHOP DRAWING SUBMITTALS PER SECTION 33 12 10. 11. ALL WATER MAINS CROSSING BELOW STORM SEWER LINES SHALL BE DUCTILE IRON PIPE PER SECTION 33 11 10 AND BACKFILLED WITH CLSM PER SECTION 03 34 13, UNLESS NOTED OTHERWISE. 12. CONTRACTOR SHALL PROVIDE PIPE SHOP DRAWINGS IN ACCORDANCE WITH THE SPECIFICATIONS. DETAILED PIPE SHOP DRAWINGS/LAY SCHEDULE WATER MAINS 16-INCH DIAMETER AND LARGER, SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN TEXAS FOR DUCTILE IRON PIPE, CONCRETE, AND STEEL PIPE ARE REQUIRED SUBMITTALS BEFORE START OF CONSTRUCTION. ELEVATION ADJUSTMENT AT CONNECTIONS MAY BE MADE WITH BENDS, OFFSETS, OR JOINT DEFLECTIONS (FOR EXAMPLE, PVC JOINT DEFLECTIONS NOT TO EXCEED 50 % OF THE MANUFACTURER'S RECOMMENDATIONS PER SECTION 33 11 12). REFERENCE DUCTILE IRON, CONCRETE, AND STEEL PIPE PER SECTIONS 33 11 10, 33 11 13, 33 11 14, FOR THE DEFLECTION REQUIREMENTS. PRIOR TO SCHEDULING THE PROJECT FINAL, THE CONTRACTOR SHALL PROVIDE REDLINES, CUT SHEETS, FINAL APPROVED PIPE SHOP DRAWINGS, ETC., PIPE REPORT AND SERVICE REPORT PER SECTIONS 01 77 19, 01 78 39, AND 33 01 31 TO THE CITY FOR REVIEW, REVISIONS, AND FINAL ACCEPTANCE. 13. ALL NON-STANDARD BENDS SHALL BE MADE BY USING THE CLOSEST STANDARD MJ FITTINGS OR FITTINGS WITH THE REQUIRED JOINT DEFLECTIONS. JOINT DEFLECTIONS AND ASSOCIATED SHOP DRAWING SUBMITTALS, SHALL BE IN ACCORDANCE WITH SECTIONS 33 11 10, 33 11 11, 33 11 13, AND 33 11 14. 14. ALL EXISTING 314-INCH WATER SERVICE LINES SHALL BE REPLACED WITH 1-INCH TYPE K COPPER SERVICE LINES (PER ASTM B88), WITH 1-INCH CORPORATION STOPS AND IF REQUIRED 1-INCH TAPPING SADDLE AND 1-INCH X 314-INCH REDUCER AT THE 314-INCH CURB STOP AS DIRECTED BY THE ENGINEER. SHOP DRAWINGS SHALL INDICATE FLARED COPPER TUBING WITH THREAD DIMENSIONS PER AWWA C800 AND SERVICE SADDLES SHALL BE DOUBLE STRAP PER SECTION 33 12 10. 15. IF AN EXISTING WATER METER IS REMOVED AND REPLACED IN A DIFFERENT LOCATION, THE PRIVATE SERVICE LINE BEHIND THE WATER METER MAY ALSO NEED TO BE RELOCATED. A LICENSED PLUMBER IS REQUIRED TO RELOCTE THE PRIVATE SERVICE. 16. ALL EXISTING WATER METERS SHALL BE RELOCATED 3 FT. BEHIND THE CURB OR AS SHOWN ON THE PLANS (SECTION 33 12 10). 17. THE CONTRACTOR SHALL INSTALL A 2-INCH TEMPORARY WATER SERVICE MAIN PER SECTION 33 04 30. LARGE DOMESTIC SERVICES (3-INCH AND LARGER) AND FIRE LINES SHALL REQUIRE A LARGER MAIN FOR TEMPORARY WATER SERVICE DURING CONSTRUCTION. 18. ALL PVC WATER MAINS 12-INCH DIAMETER AND SMALLER SHALL BE DR-14 PER SECTION 33 11 12. ALL DUCTILE IRON WATER MAINS SHALL BE POLY WRAPPED PER SECTION 33 11 10, 33 11 11. CATHODIC PROTECTION STUDY IS REQUIRED ON ALL PIPES OTHER THAN PVC. IN ACCORDANCE WITH THE RECOMMENDATIONS FROM THE CATHODIC PROTECTION STUDY, THE DRAWINGS AND SPECIFICATIONS FOR CATHODIC PROTECTION SHALL APPLY. 19. ALL WATER MAINS SHALL HAVE TEMPORARY PLUGS PER SECTIONS 33 04 40, 33 12 25 AND DETAIL AT THE END OF EACH WORK DAY. DEFLECT WATER MAINS AT JOINTS TO CLEAR CURB INLETS. MINIMUM HORIZONTAL SEPARATION FROM OUTER WALL OF MAIN TO OUTER WALL OF INLET SHALL BE 5 FEET. MINIMUM HORIZONTAL SEPARATION FROM OUTER WALL OF MAIN TO OUTER DIAMETER DRILLED SHAFTS, AND OUTER WALL OF HEADWALLS SHALL BE 10 FT. 20. UNLESS OTHERWISE NOTED ON THE PLANS, THE GATE VALVES SHALL BE INSTALLED TO LINE UP WITH THE PROPERTY/ROW LINE. 21. CONTRACTOR AND CITY INSPECTOR SHALL CONTACT WATER FIELD OPERATIONS PRIOR TO ALL ITEMS BEING REMOVED OR SALVAGED. CONTRACTOR SHALL PROVIDE THE DOCUMENTS TO THE CITY INSPECTOR FOR ALL ITEMS REMOVED AND SALVAGED TO WATER FIELD OPERATIONS WAREHOUSE. CONTACT WAREHOUSE SUPERVISOR AND DELIVER ALL SALVAGED MATERIALS TO THE WAREHOUSE LOCATED AT 1608 11TH AVE. FORT WORTH TX 76102. 22. INSTALL SURFACE UTILITY MARKERS AT ALL HORIZONTAL BENDS, TEST STATIONS, AND OTHER LOCATIONS SPECIFIED IN SECTION 33 05 26. SURFACE MARKERS WILL ONLY BE INSTALLED IN GREEN SPACE OUTSIDE OF PAVED AREAS. SOUTHEAST CONNECTOR PROJECT UTILITIES GENERAL NOTES - SEC-U-0520 File Name: SEC-S00-10-UT-33502.dgn Status: RFC Date: 08/13/2024 Sheet: 3 OF 21 OF °°°°°°°°°°°°0°0 RONALD G. KING 0°°°°°°oo 81073O°° < 4 %-TcEN S..-' oo 08/13/2024 F Texas Af © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN CLM STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33502 0 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C 0 O 0 U w 0 00 m 00 r\ 0 O 0 v I 0 U v c v 0 v i i O M U O C O � ul Q M � rn M oLn Q dy O ry) V) H � ~ J oU- ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION SENT 3 PCM y EMC 213 X = 2353211.24 Y = 6938140.28 O PCM Z = 623.41 W EMC 2A Y = 6937430.20 v Z = 611.90 W AdAM DATE 08/13/2024 PCM 000813250-03 X = 2360059.35 Y = 6953763.45 Z=590.99t @) WILBARGER Y = 6928166.33 Z = 574.67'_ BRENNTWOOD STAIR RD PCM 000813250-01 X = 2363571.91 Y = 6959969.43 Z = 633.61 MEADOWBROOK DRY CRAIG ST PCM 000813250-04 j X = 2361149.96 Y = 6953719.97 Z = 588.02 E ROSEL)At �� PCM' 000813125-04 .wAx= 2362470.80 `Y = 6948555.14 �. Z = 572.53 PCM EMC 113 X = 2360343.02 Y = 6946206.72 Z = 588.02 PCM 000813125-03 OD ix = ?�r,n4n1 7r, MEN MEN TBPELS ha�ff, SOUTHIr-APOINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION POINT NAME I GROUND NORTHING GROUND EASTING ELEVATION 000813250-01 6960804.625 2363855.544 633.610 000813250-02 6961394.838 2362920.060 639.276 000813250-03 6954597.905 2360342.554 590.986 000813250-04 6954597.905 2361433.302 588.022 000813125-03 6944416.533 2360685.012 558.174 000813125-04 6949388.975 2362754.296 572.529 EMC 1A 6947196.429 2360311.514 590.986 EMC 1B 6947040.263 2360626.258 588.022 EMC 2A 6938262.697 2353214.522 611.904 EMC 2B 6938972.855 2353493.626 623.412 EMC 3A 6928997.710 2358889.961 574.673 EMC 3B 6929702.274 2358578.305 566.912 SOUTHEAST CONNECTOR PROJECT UTILITIES OVERALL PROJECT MAP SURVEY CONTROL POINTS File Name: SEC-S00-10-UT-33503.dgn Status: RFC Date: 08/13/2024 Sheet: 4 OF 21 0 800 4000 SCALE IN FEET NOTES: 1. HORIZONTAL COORDINATES IN TABLE ARE SURFACE COORDINATES AND ARE REFERENCED TO STATE PLANE NAD83 (2011), TEXAS NORTH CENTRAL ZONE 4202 IN U.S. SURVEY FEET. 2. PROVIDED SURFACE ADJUSTMENT FACTOR OF 1.00012 USED TO ACHIEVE GROUND SURFACE COORDINATES. 3. VERTICAL COORDINATES IN TABLE ARE REFERENCED TO NAVD88 UTILIZING GEOID 12A IN U.S. SURVEY FEET. °°°°°°°°°°°°° RONALD G. KING 0°°°°°°81073O TC E N S�°��4 oo 08/13/2024 F Texas Department of Transportation Af © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK I DRAWN 6 F-2022(675) 1-820 CLM STATE DISTRICT COUNTY SHEET NO. CHECKED TEXAS FT. WORTH TARRANT LMH CONTROL SECTION JOB S00-UT-33503 APPROVED RGK 0008 13 125, etc 0 DATE: 811312024 3:58:01 PM FILE: c:Iusers lah39911appdatallocallben tleylprojectwiseIworkingdirlkiewit-us-pw. ben tley.com_kiewit-us-pw-01Id07838401SEC-S00-10-UT-33504.dgn o z O n 0 zrnz � rn rn rn � > 0 CZ U)Un rn n U)��-0 -on 0 z U) 0 C rn D o U) n �---lCn mm 0 rn D = z � �mrnn z n —rn 1 � C O 0 Ln O 0 rn n N o 0- cn 3 M � 0 ' rt v m Z In O n N CDorD � O 3 ~ 0 N C w W C A. Q LO D v r) 2 p p m C) 0< 3 7C mm 2 m r 3 z ') G) z 7C m 1% p rl O O o T x U D Om �o O CD 00 p � m rn Zw 00 O r Q N Cf) -n V) -n o (O \ V W z � n T > Q = N O D_ N � v DC) O � o �O o0 n W Z O Q U O O C 0 = z= � � Q i Om OD W mi O Oo L' O tn)f Spy77.. -9 p A\� _\VAS ��h �� I WV )— !#d s` TA 'o 1 o 0 0°� D Q0 �ro�l opo 000 c) a d\ I Illlll �' � 1 IIII I��� C jl A O N Ln O O n rn 'z rn rn y 0 0 X-28286 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C 0 H 0 0 w 0 00 m 00 r\ 0 0 0 v I 0 U v c v C i 0 M U O C a-' O Q O Q rn M (p Ln Q dy O ry) LQ H � W U_ ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/13/2024 W ��I I I�,I III II JjL __ �— r —T SEE COFW-PKI 1 B „�� / / // / / ,/ % / F— L ` �I L r I I r I FOR ABANDONMENT — — — IL J _ MEADOWBR �K1�B — — NMI MEADOWBROOK DR ), ✓ z 7:7 t - L] I I U111 W LU Li r Q� / J J r CUT & PLUG EXIST. _ -- zJ / / / / ( 4, I ,I 6" CONC. SS AT r r / / / NRf►ilA 51� STA 16+33.17 L-03664 L SS-3111 (UT-31019) ABANDON 95 LF EXIST. f `� / �% //� �� 6" CONC. L-03664 WITH GROUT _ —� I / `/ f // i / \ \> ✓���� REMOVE & SALVAGE] L f f / MH FRAME & COVER I L —? —/f f / / / %�� AT STA 15+31.10 L-03664 t, 0— P(�RINGTON AVE RIM = 648.90 (APPROX.) r � L Iz J ��— // /� �f� / /// L ABANDON EXIST. MH PER NOTE 1 _ _ — n Ll 90 LLl r —LL J1— REMOVE & SALVAGEf/ � �DB MHFRAME &COVER'�� I _ ,�/// /// /////��� �T�T��_7 AT STA 5+50.00 L-06178 — �' �O ( / / / IF— f r I J I RIM = 640.00 (APPROX.)//� // /J ABANDON EXIST. MH PER NOTE 1 IL I Jr 0 SS-3111 (UT-31019) J // lt — �I ABANDON 865 LF EXIST. I IL // ly ��� ��/�9e1 I J r 6" CONC. L-06178 WITH GROUT a // /� �/ �/ // I rI y H— CUT & PLUG EXIST. L � �L J /// /�� �// 6 CONC. SS AT�_J�cz: /�//�-dSTA 0+56.21 L-06178II l I f/ �llll /I 11 1 GREEN �.E DR // li I���� REMOVE & SALVAGE �l 11 l_lllll MH FRAME & COVER I�0 ill AT STA 0+94.80 L-06178 I I RIM = 625.00 (APPROX.) I I / Icb ABANDON EXIST. MH PER NOTE 1 11 II II _ s L� �,N NA7 rQJr pl l l -, �� p LIF- -1�- �i '� 1--.w I II SEE COFW-PK07 ,�I �// I� I gl �I II II SEE COFW-PK07 L FOR ABANDONMENT II I — �I II!,pl II III II I FOR ABANDONMENT I'F Li �X� i t dd�l �l IIn l III I�— �l I I II I I 1 � � 41, I \I III — X-0497fi =B_EATY STJ I � BEATY ST � — — --- �� I I� (I I 1 II I' II / —�� f , 1I II ii II �I IIM\ II J e . halff TBPELS ENGINEERING FIRM #312 SOUTHAPOINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION 0 80 400 SCALE IN FEET W NOTES: Q 1. ALL MANHOLE FRAME AND COVERS SHALL BE REMOVED, SALVAGED, AND PROVIDED W TO THE CITY. MANHOLE CONE SECTION Cr. SHALL BE REMOVED. MANHOLE SHALL BE 0 FILLED WITH CLSM AFTER GROUT FILLING ABANDONED LINES. File Name: SOUTHEAST CONNECTOR PROJECT Status: EC S00-10-UT-33505.dgn UTILITIES RFC Date: EXISTING SANITARY SEWER ABANDONMENT LAYOUT 08/13/2024 Sheet: 6 OF 21 2. CONTRACTOR AND CITY INSPECTOR TO CONTACT THE CITY'S WATER FIELD OPERATIONS PRIOR TO ALL ITEMS BEING REMOVED OR SALVAGED. 3. CONTRACTOR SHALL PROVIDE DOCUMENTS TO CITY INSPECTOR FOR ALL ITEMS REMOVED AND SALVAGED TO THE CITY'S FIELD WATER OPERATIONS WAREHOUSE. 4. CONTACT WAREHOUSE SUPERVISOR, JESUS RAMIREZ. AT (817) 392-5027 OR WATER SYSTEMS SUPERVISOR, MATTHEW DAVIS, AT (817) 944-8277. DELIVER ALL SALVAGED MATERIALS TO CITY OF FORT WORTH FIELD OPERATIONS LOCATED AT 1608 I1TH AVE. FORT WORTH, TX 76102. 5. ALL SALVAGED MATERIALS MUST BE DELIVERED TO CITY OF FORT WORTH FIELD OPERATIONS WITHIN 5 CALENDAR DAYS. 6. ALL EXISTING SEWER SERVICES MUST BE RECONNECTED TO THE RELOCATED SEWER LINES. WHERE APPROPRIATE, EXISTING SEWER SERVICE PIPE SHALL BE ABANDONED WITH GROUT. 7. CUT & PLUG EXISTING LINES PER DETAIL D007. OF T �� °°°°°°°°°°°°°°°°o Dp RONALD G. KING °°°°°81073 < 0-\'% ' TC E IN s` p��®s/° ® ANAL �® oo 08/13/2024 ;'F Texas Alf © 2024 DESIGNED FED.RD. DIV.NO. RGK DRAWN 6 CLM CHECKED LMH APPROVED RGK STATE TEXAS CONTROL 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00—UT-33505 0 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C z a 0 Lr, M M 0 0 0 w 0 00 00 N 0 a ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/13/2024 III J�II� JL— --j� -'' �1 f = I -— Z LAE�I�L7 I W F_ lczz I � L I I 1 IL cc SEE COFW-PK11 B '�� / // / / // / J - - �� - � - - - - - LU / � / // I � U_ MEADOWBROOK DR MEADOWBROOK DR - - � - . � � _ - -.-�- ^�- r - - � -- - - Ul) W W I I L�I-'ooll I I / MORRIS EXIST. SS MH AT STA 0+00.00 L-04918�77 r /�f ------------� -T �f 1 L EXIST. SS MH AT I _ _._s _ I- V / llf �/ / / / �� - O _PURI NGTON AVE STA 15+31.10 L 03664- I T j J / /lf // / I -J�- r Ll 90Ll t EXIST. SS MH AT co •,, // / // / `� _� l� IL s J STA 5+50.00 L-06178 I I _L r p�O if /ll/ r //�r I ter_ DBINEPR--------- WOO Ij J JL J W I I I� Ill l'•� jlll l/ p �/l //��1,„ I z GREENLEE ST EXIST. SSMHAT LL cc:I LJI # STA 0+00.00 L-06178 r I TI / / 11 illll �l 11 l� i I ll� — — —,­7 - I I �i ill li I �/ / I /� ill EXIST. SS MH AT I / // ./,� �l I STA 0+94.80 L-06178 � III #I I� ------- I I ill �1 111� III I - I _ '- A1V NATTA LN I l Illp II p L-I�- /JI ih �, I I I � 11 � [ _�`i 11I IN ICI N► III SEE COFW-PK07 IL I I I � • I II III I 1, III 111 < III I - - I II -X 04976 ° -F �� jl�!J �IJ� II�I1 I ---__--- _ BEATYST T � - I II �II � �I �_, I II L-04976 BEATYST III,1 e . halff TBPELS ENGINEERING FIRM #312 SOUTH POINT r CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION File Name: SOUTHEAST CONNECTOR PROJECT SEC-10-UT-33506.dgn Status: UTILITIES RFC Date: PROPOSED SANITARY SEWER SYSTEM LAYOUT 08/13/2024 Sheet: 7 OF 21 OF T �� RONALDG. KING 0 81073 O �� < P4p0 % C E N s`�°���`�® s1° ® ANAL �® oo 08/13/2024 Texas Af © 2024 DESIGNED FED.RD. RGK DIV.NO. I DRAWN 6 CLM CHECKED LMH APPROVED RGK STATE TEXAS CONTROL 0008 0 80 400 SCALE IN FEET Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33506 w Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C LEGEND c 0 Ln M M M U O C N 4 o Q rn M (p Ln Q dy O ry) V) H � FTW SEWER (PLAN VIEW) EXISTING SEWER (TO REMAIN) EXISTING SEWER (ABANDONED) EXISTING SEWER (TO ABANDON) EXISTING SEWER MANHOLE PROPOSED SEWER LINE PROPOSED SEWER CASING PIPE PROPOSED SEWER MANHOLE FTW SEWER (PROFILE VIEW) EXISTING GROUND FINISHED GRADE EXISTING SEWER LINE PROPOSED SEWER LINE CASING MANHOLE EXISTING UTILITY CROSSING* PROPOSED UTILITY CROSSING ---- FTW -----WW-D---- FTW WW X_ _x -X-X-FXTWX- A-X-WW-)D-X-X- 3_ 0 FTW W W-PROP ------------------------ s T_ ///////////A *ACCURACY DESIGNATION IS INCLUDED IN THE EXISTING UTILITY CROSSING DESCRIPTION LABEL AS FOLLOWS: (A) - UTILITY LOCATION BASED ON SUE LVL A (B) - UTILITY LOCATION BASED ON SUE LVL B (R) - UTILITY LOCATION BASED ON RECORD DRAWINGS (U) - UTILITY LOCATION IS UNKNOWN ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/13/2024 OTHER UTILITIES* ELECTRIC — OVERHEAD ELECTRIC — OVERHEAD FIBER OPTIC — — OVERHEAD FIBER OPTIC/CTV OVERHEAD TELEPHONE FIBER OPTIC FIBER OPTIC — — FIBER OPTIC — FIBER OPTIC — — FIBER OPTIC FIBER OPTIC CTV TELEPHONE WATER WATER — WATER — WATER — WATER — — WASTEWATER — WASTEWATER — WASTEWATER — WASTEWATER - — WASTEWATER — — GAS — PIPELINE — — PIPELINE — PIPELINE — — PIPELINE — PIPELINE — PIPELINE — — — —ONC— — — — —E—D— — — ONCOR - - -ONC- - - --OHE-D- ONCOR - - -MCI- - - - -TEL-AERIAL- VERIZON BUSINESS - - -SPE- - - - -TEL-AERIAL CHARTER/CHARTER - - -ATT- - - - -TEL-AERIAL ATT ---ATT -----FOC-D--- ATT - - -ZAY- - - --FOC-D- ZAYO — — —MCI— — — ——FOC-D— VERIZON BUSINESS (FORMERLY MCI) — — —SPE— — — ——FOC-D— — - CHARTER — — —CTL— — — ——FOC-D— — - CENTURY LINK (FORMERLY LEVEL 3) — —CON— — — ——FOC-D— — - CONTERRA TELECOM TERVICE - — —SPE— — — — —CTV-D— — - CHARTER — — —ATT— — — — —TEL-D— ATT - - -FTW- - - - -WTR-D- CITY OF FORT WORTH - - -KEN- - - - -WTR-D- - - CITY OF KENNEDALE - - -ARL- - - - -WTR-D- - - CITY OF ARLINGTON - - -FOR- - - - -WTR-D- CITY OF FOREST HILL ---PVT -----WTR-D--- PRIVATE - - -FTW- - - - -WW-D- - - CITY OF FORT WORTH - - -KEN- - - - -WW-D- - CITY OF KENNEDALE - - -ARL- - - - -WW-D- - CITY OF ARLINGTON - - -FOR- - - - -WW-D- - - CITY OF FOREST HILL - - -PVT- - - - -W W-D- - - PR 1 VATE - - -ATM- - - - -GAS-D- - - ATMOS - - -BLU- - - - -PL-D- - - BLUE STONE NATURAL - - -COW- - - - -PL-D- - - COWTOWN (SUBSIDIARY OF CRESTWOOD) - - -ETR- - - - -PL-D- - - ENERGY TRANSFER - - -FHR- - - - -PL-D- - - FLINT HILLS - - -SUM- - - - -PL-D- - - SUMMIT MIDSTREAM (DFW MIDSTREAM) - - -WLM- - - - -PL-D- - - WILLIAMS *ONLY EXISTING SUE LVL D LINESTYLES SHOWN (AS GENERAL REPRESENTATION OF ALL UTILITY LINESTYLES) OTHER UTILITY STRUCTURES GATE VALVE N REDUCER 4 FIRE HYDRANT A WATER METER HANDHOLE 0 POWER POLE 0 OEM MEN TBPELS ha�ff, SOUTHIr-APOINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION GENERAL EXISTING R.O. W. — — — PROPOSED R.O.W. — — - - — - - EXISTING PROPERTY LINE EXISTING EASEMENT - — — — — — — PROPOSED EASEMENT (PRELIMINARY) - - - - - - - - - - - - PROPOSED EASEMENT (FINAL) - - - - - - - - - - - - - FLOODPLAINBOUNDARY-------------- DRAINAGE EXISTING STORM PIPE/BOX(REMAIN)--------------------- EXISTING STORM PIPE/BOX (ABANDON)DC D(- X -)C DC X - X DC 17 X DC DC- PROPOSED STORM PIPE/BOX STORM CURB INLET STORM GRATE ❑® STORM HEADWALL ------------------- STORM DITCH = - STONE RIPRAP CONCRETE RIPRAP 0 CIVIL CONCRETE BARRIER RETAINING WALL NOISE WALL TRAFFIC & LIGHTING (N.T.S.) TRAFFIC POLE LIGHT POLE HIGH -MAST LIGHTING BORED CONDUIT GROUND BOX ELECTRICAL SERVICE CONNECTION SIGNS LARGE SIGN SMALL SIGN SOUTHEAST CONNECTOR PROJECT UTILITIES LEGEND File Name: SEC-S00-10-UT-33507.dgn Status: RFC Date: 08/13/2024 Sheet: 8 OF 21 81073 4 ' TC E N ��4p4 0 N A L oo 08/13/2024 F Texas Af © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN CLM STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33507 1- Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C c C6 O Ln M rn 0 0 0 Lq I` v W Ln O lz:t 00 M1 " 00 1 0 0 I 0 v I 0 U v c v Q) c 0 M U a O Q N � O rn lzzln1 N N Ln 7 O C.i ~ J oU_ -11J 71 'D— �o Q RC) rn\aa ,,oa,�Rp,AS 5P� M a as a� "� (A N — 7� STA 1 +00.80 SS-3111 5 BEGIN 8" SS-3111 \ �?� CONNECT TO EXIST. 6" CONC. SS \ `9 AT STA 0+61.61 (L-06178) �, d GPS� INSTALL 4' DIA. SS '\ \ MERCADOREALTYGROUPLLC SHALLOW MANHOLE d 2621 CRAVENS RD WITH CONCRETE COLLAR \ FK AUBUS, R. . SUBDIVIS101V N=6955977.19 dp�dsd` � \ �� BLOCKI, LOTI W53.727 BLKI \ _ E=2360674.10 Q ARELLA/VO PEDRO C 2617 CRAVENS RD FAUBUS, R. /<. 5UBDIV15101V 9L00C1, LOT2 W 69.5129LK1 J02id-30J M �1J J08 —'�OJ GAS —PR k-XFCX' x—y--X-*;� COVARRU91AS 5,EF,ERINO L 2623 CRAVENS RD ;4UBUS, R. K. SU9DIV1510N ffLU6KI, LOT33A LESSROI gZlB CI UI � I —��co ' -- (- x-n61 78-d08d-3OJ J0�1d—O T GA J02�d L _F541� K�TX (J XDL)(-D' *=P % ii x-- � - '�M L-061 78 —PROF) ATM GAS —PROF' Lj�.,' `X— �A�3M�F -f �C—�- ,� �DK`15��-� -jc �1�Fi✓� -x _�$w1'�%E AE -x = Xx T� _ -X 4 — — f — — STA 2+19.62 SS-3111 STA 1 +66.81 SS-3111 INSTALL 4' DIA. SS MANHOLE INSTALL 4' DIA. SS MANHOLE WITH CONCRETE COLLAR WITH CONCRETE COLLAR SEE NOTE 2 1 SEE NOTE 2 N= 6956066.20 N= 6956015.01 E= 2360741.17 E= 2360728.21 \�` ] 7 1-820 SB PROP. 8" SS-3111 FRONTAGE RD (ASPHALT) TAP1A GU4DAL UPE 2609 CRAVENS RD FAUBUS, R. K. 5UBDIV1510N BLOCKI, LOT4A LESSROW I - - - - ---- 32+00 645 SS-3111 645 25 LF TRENCH REPAIR 47 LF TRENCH REPAIR 233 LF TRENCH REPAIR PER DETAIL E PER DETAIL B PER DETAIL A 640 640 ----------------------------------------------------- ------------------------------------------ _------------------------------------------------------------------------------------------------------------------------ ----------------------------------------------------- ---------------------------------------------------------------------------------_L_ 635 635 ----------------------------------------------------------------------------------------------'--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------- EXIST. FIBER EXIST. FIBER OPTIC EXIST. FIBER OPTIC DUCTBANK (B) OPTIC VAULT (B) DUCTBANK (B) EXIST. FIBER OPTIC (TO BE ABANDONED) (TO BE ABANDONED) (TO BE ABANDONED) DUCTBANK (B) EXIST. 6" CONC. (TO BE ABANDONED) SEWER (L-06178) FINISHED GRADE --- ---630---- --------- (APPROX. 11' LT) --a------------------ ------ -----EXIST. GROUND---- '--------------------- 630 --------------------------------------------------------- ------ --- - -__ - _ --- 6.40' EXIST. 8" GAS (B) (3.5' MIN)_ — EXIST. GROUND/ (TO BE ABANDONED) FINISHED GRADE _� '---------- -----L--�"- EXIST. 6" SEWER (R) _ "_----G'r- EXIST. 8" GAS (B) — — _ — — — —� (TO BE ABANDONED) (TO BE ABANDONED) --- — 625 _ �---" _—�-- y 625 - -_ -_-- ,----------------- ---- -------------------------- --------------- 3.22' _-- _---- 3.5' MIN — EXIST./////////% i/////1�/� /� —1j 8" SDR 26 PVC SS 6" CONC. SS ' 1111171771111111111111 / 53 LF @ 1.94% 620 @ 0.60%IX) ___66 LF 8" DIP WITH z------- 00 8 SDR 26 PVC SS -------------- ----------- ------ 620 ------------------------------------------------------------------------------------------------------------- ,y PROTECTO 401 SS N Z @ 0.50% IN 66 LF CONCRETE N z ENCASEMENT @ 0.50 N Q (REQUIRED) = 0.28 MGD Q (REQUIRED) = 0.28 MGD PROP. 8 GAS - Q (PROVIDED) = 0.55 MGD � Q (PROVIDED) = 1.09 MGD 615 PROP. 4" FIBER _ 00 615 ------------- Q OPTIC CABLE O �, 2 ° _ 2 cr- WQ 00 co �O M� U-)"'�� MM �Ln rn Q) O H l0 H N 00 M N M �—I Ln Ln (3C J H r—j M Ln U ,-i ,-i H M U " H M U1 610 - cif X 2------------------------ --- v� �o v� 610 ,y Vn W U1 W N N N ( W N W M QzW� II II LnQWN II II II �QW� II II - II II 00��Q Cc PROP. �, cc N cc: ��C�cpW� 8"GAS °O�U�'-'-' J �OU��� J J zNLLLL U_ U_ W W o80U_ 0�0 k-000 __j0k1o0000 00 " _j0�00000 co 00 + W J U + J U + J U tizZQ�= II gip` tiQ= II p`p` C� NQ= II C� C� C� QwZIn0 Q`^�Z00 oOc Q��Z00 oOc 0 605 cnmUzu z CL v�iocaCL CL U-) z a CL CL a 605 0+00 1+00 2+00 3+00 4+00 ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/13/2024 0 MEN w 0 halff TBPELS ENGINEERING FIRM #312 SOUTHAPOINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION SOUTHEAST CONNECTOR PROJECT UTILITIES SANITARY SEWER RELOCATION 3111 PLAN AND PROFILE - STA 1+00.80 TO STA 4+00.00 H 0 20 40 VO 4 8 SCALE IN FEET NOTES: 1. THIS SHEET INCLUDES 4 4" SANITARY SEWER SERVICES. THE NUMBER OF SERVICES IS APPROXIMATE BASED ON THE NUMBER OF LOTS SERVED. CONTRACTOR SHALL VERIFY THE NUMBER AND SIZE OF SERVICES PRIOR TO PURCHASING MATERIALS. 2. WHERE SEWER MANHOLES ARE LOCATED AT THE EDGE OF THE SHARED USE PATH (SUP), REFER TO DETAIL D012 FOR THE PORTION OF THE FRAME AND COVER WITHIN CONCRETE AND REFER TO THE CONCRETE COLLAR DETAIL ON D010 FOR THE PORTION OF THE FRAME AND COVER IN UNIMPROVED AREAS. CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR REVIEW PRIOR TO INSTALLATION. 3. SANITARY SEWER SERVICES ARE TO BE RELOCATED TO THE DRIVEWAYS IN ORDER TO AVOID POTENTIAL CONFLICTS WITH THE WALL'S DRILL SHAFTS AND TO MAINTAIN CITY ACCESSIBILITY. PRIVATE SERVICES ARE TO BE RELOCATED ACCORDINGLY. 4. AT THE LOCATION OF THE PROPOSED WALL. THE TOP OF THE SEWER SERVICE LINE SHALL BE NO SHALLOWER THAN 3 FEET BELOW EXISTING GRADE. WARNING EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIONAL NOTE ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. OF T �� °RONALD G. KING° ° ° ° 81073 �4p < O E N s`�°���`�® ® ONAL �® 08/13/2024 F; Texas Department of Transportation © 2024 File Name: DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. SEC-S00-10-UT-33508.dgn RGK Status: DRAWN 6 F-2022(675) I-820 RFC CLM STATE DISTRICT COUNTY SHEET NO. Date: CHECKED TEXAS FT. WORTH TARRANT 08/13/2024 LMH CONTROL SECTION JOB S00-UT-33508 Sheet: APPROVED 9 OF 21 RGK 0008 13 125, etc 0 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C c 0 Ln M M 0 0 O U w O 00 m 00 r\ 0 0 0 v I 0 U v c v c 0 M U O C r.,) -a_, "t• Q rn rn M (p � � N Q O ry) V) H � ~ J oU- In- - - - - - - - - - - z ' X-06178 AT H VI-dow-00 n _ �1J M 'P L-06178 cn *w/k� D STA 4+52.89 SS INSTALL 4' DIA. + 1-820 SB WITH CONCRET O FRONTAGE RD SEE NOTE 2 O (ASPHALT) N= 6956290.45 _ E= 2360805.44 O CAMPOS VZ7111A/VCIO RA/VGEL 2520 PURSELLEYDR MO111CR/EF, W ,6 ADD/T/O/V LOT17 — — — - SEE NOTE 2 4— — — — — — — — — N= 6956381.690 33+00 E= 2360835.70 --------------- - - D^-------------------------- - - -P----- - -�- _---- - - - - -- ---- - •..�----C: ;per--p� •�:� - - - - v - • 71 ESQU/I/EL/ZETTE PROP. PERM. 2512 PURSELLEYDR 11. 5' COFW EXIST. 10' MO/VCR/EF, W 9 ADD/T/O/V WATER UTILITY EASEMENT L0T18 & 19 LESSEPT EASEMENT \ I STA 7+76.54 14.36' LT SS-3111 INSTALL: 1-4" CLEANOUT PER DETAIL D214 _ N=6956598.84 E=2360905.08 STA 7+76.53 SS-3111\ CONNECT TO EXIST. SS SERVICE WITH CLEANOUT AND 14 LF 4" PVC nrI 1-%I-n-rr nnnin--r -ram 1 IIVJ IP1LL Y L./IP1. JJ I"1/`91V1 IVLL WITH CONCRETE COLLAR SEE NOTE 2 -N= 6956609.86 ---- E= 2360924.79 655 SS-3111 655 400 LF TRENCH REPAIR PER DETAIL A 650 ------------------------------------------------------------------------------- ------------------------------------------------------ ------------------------------------------- 650 6 LF 8" SDR 26 PVC SS @ 0.62 EXIST. 8" GAS (B) 645 (TO BE ABANDONED) _ -_ 645 - ----- EXIST. 8" GAS (B)..---�- -- (TO BE ABANDONED) — EXIST. GROUND -- FINISHED GRADE__-----_—_—_- 640 ---------------------- PROP. 8" TEMPORARY ------ - _-------------" _ -- — — — — — _ — — — — — — 640 _ v (WILL BE REMOVED AFTER GAS MAIN COMPLETION) -- ,---------�- y — — — _ _ — — — — EXIST. 6" CONC. 5.42' --- y - _ _ — — — SEWER (L-06178) 635 _�---"�-/ ---_----- (A O T) PPR X.10'L _ 635 _ --- ---__—�— 7.66' 4.19' --- ------ _ — — _ — — — — (3.5' MIN) _ — — — — — — 245 LF 630 _ — — — — — 8" SDR 26 PVC SS 630 ---- ------------ ---------------------------------------- -------------------------------------- -�_- ----- ---------- ----------- 2 43%------------- - - 1, 67' 96 LF Q (REQUIRED) = 0.28 MGD _ 1 — 8" SDR 26 PVC SS Q (PROVIDED) = 1.22 MGD @ 2.90% i 625 - 53 LF --- %. -----' ------- - 625 8" SDR 26 PVC SS J J J t'a71.94% OCC O_ OZ O_ OZ �z O_ Cll " Q -I 00 00 AVM --I l0 l0 "ISO O'-i M rn �1-�� "zO O'-i M U-i Q (R EQ' D) = 0.28 MGD r~,) cn U ,M Ln U ai ai o N rn cn Q d ,, �n U Ln Ln U-i 620 ------------- -------------------------------------- Q(PROV'D)=1.09MGD v��� N N ci�"?� rn �xzl�rn v�w MM �'� 620 II U')QLU00 II II II NQ�a� II II II II MOV II �Q�cV II II II � 00 ULLLL - zLn O� V�LLLL z� �J LL U Lf1I��J a)- U~JJ - zLnww J w 00 Ln __j 0 00 00 + J U 00 o 10 CO CO + J U �00 Op I N U Lu F-, + w � -1 � 10 00 00 + J U 00 � d Q= ICI �� ICL cc U-) ICI moo_ C cc � cc �Z(no: N ICCI �� � 615 CL Ql/)~=�C v) �a Ql/)~=�� cnCCaa CL C QO�� cnU'zta- QU)~CCC Z U-)— CCaa CC a 615 4+00 5+00 6+00 7+00 8+00 ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/13/2024 OEM MEN TBPELS ha�ff, SOUTHIr-APOINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION SOUTHEAST CONNECTOR PROJECT UTILITIES SANITARY SEWER RELOCATION 3111 PLAN AND PROFILE - STA 4+00.00 TO STA 8+00.00 H 0 20 40 V0 4 8 SCALE IN FEET NOTES: 1. THIS SHEET INCLUDEDS S 4" SANITARY SEWER SERVICES. THE NUMBER OF SERVICES IS APPROXIMATE BASED ON THE NUMBER OF LOTS SERVED. CONTRACTOR SHALL VERIFY THE NUMBER AND SIZE OF SERVICES PRIOR TO PURCHASING MATERIALS. 2. WHERE SEWER MANHOLES ARE LOCATED AT THE EDGE OF THE SHARED USE PATH (SUP), REFER TO DETAIL D012 FOR THE PORTION OF THE FRAME AND COVER WITHIN CONCRETE AND REFER TO THE CONCRETE COLLAR DETAIL ON D010 FOR THE PORTION OF THE FRAME AND COVER IN UNIMPROVED AREAS. CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR REVIEW PRIOR TO INSTALLATION. 3. SANITARY SEWER SERVICES ARE TO BE RELOCATED TO THE DRIVEWAYS IN ORDER TO AVOID POTENTIAL CONFLICTS WITH THE WALL'S DRILL SHAFTS AND TO MAINTAIN CITY ACCESSIBILITY. PRIVATE SERVICES ARE TO BE RELOCATED ACCORDINGLY. 4. AT THE LOCATION OF THE PROPOSED WALL, THE TOP OF THE SEWER SERVICE LINE SHALL BE NO SHALLOWER THAN 3 FEET BELOW EXISTING GRADE. 5. SEE SHEET S00-UT-33511 FOR LATERAL PROFILES. WARNING EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIONAL NOTE ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. _° 00 °°°°°°°°°°°°.... °0 RONALD G. KING 0°°°°°81073 ° < ��4p4 0 N A L 08/13/2024 F__' Texas Department of Transportation Af © 2024 File Name: DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. SEC-S00-10-UT-33509.dgn RGK Status: DRAWN 6 F-2022(675) I-820 RFC CLM STATE DISTRICT COUNTY SHEET NO. Date: CHECKED TEXAS FT. WORTH TARRANT 08/13/2024 LMH CONTROL SECTION JOB S00-UT-33509 Sheet: APPROVED 10 OF 21 RGK 0008 13 125, etc 0 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C c 0 M 0 0 O U W 0 00 m 00 r\ 0 O 0 v I 0 U v z v I I a) c 0 J M U O a H 4� 00 QL rn M (p � � N Q O ry) V) H � I//LLAJORGE VAZOUEZ c5TRADA jUAA1 60/VZALEZ-LOPEZ15MAEL RIV5RA S, Z VADOR GARA v o3�OrO � 2509 PURSELLEYDR 2504 PURSELLEYDR 2500 PURSELLEYDR 2420 PURSELLSEEYDR - X- 66 - �E'� MO/VCR/EF, 1419 ADDITIOIV MO/VCR/EF 1419 ADDIT/O/V N01VCR/EF, 1419 ADDITIOIV � MO/VCR/EF, W 9 ADD/T101V STA 10 + 2 9. 4 0 18.11 ' LT SS-3111 -03 � 5eV LOT2014/112.9' LOT2I LESS COR/VER LOT22 LOT23 INSTALL: 1-4" CLEANOUT �' 'w� PUR ?VA-- ,y r PER DETAIL D214, P \ STA 9+68.99 20.45 LT SS-3111 STA 8+34.90 23.82' LT SS-3111 PROP. PERM. 11.5' COFW INSTALL: 1-4" CLEANOUT � ' N=6956831.66 9 STA 10+21.06 17.34' LT SS-3111 INSTALL: 1-4" CLEANOUT WATER EASEMENT PER DETAIL D214 E/=�2360962.43 INSTALL: 1-4" CLEANOUT PER DETAIL D214 STA 9+00.15 24.01' LT SS-3111 N=6956771.21 //� �V ��,- 7 PER DETAIL D214 P�M N=6956656.92 INSTALL: 1-4" CLEANOUT E=2360963.03 �� \ N=6956823.37 E=2360919.53 - E-2360963.60 PER DETAIL D214 �GF N-6956716 69 V- STA 10+55.91 SS-3111 p vv O � E=2360945.69 Avg `� '�� " �, INSTALL 4' DIA. SS MANHOLE �0 O _ - \ .-, �r 00 - '- �W - WITH CONCRETE COLLAR F E END 8" SS-3111 O ��p CONNECT TO EXIST. 6" CONC. O X-06178 �� PROP- " - - - - - - - - - , -d X�� SS STA 16+28.18 (L-03664) oo laII QFPR7^I �( x Fxrit n x- - J = STA 8+71.12 14.64' LT SS-3111 U INSTALL: 1-4" CLEANOUT PER DETAIL D214 -\o CDE=2360979.22 �k PROP. 8" WL-1114 (COFW-PKI OA) PROP. 8" SS-3111 ON P P x P3 - „ _ STA 10+21.06 SS-3111 CONNECT TO EXIST. SS SERVICE -STA 9+68.99 SS-3111 WITH CLEANOUT AND 26 LF 4" PVC _+��`" 52 CONNECT TO EXIST. SS SERVICE RELOCATE PRIVATE SERVICE TO FTR- - - _ - _ - -- � WITH CLEANOUT AND 20 LF 4" PVC PROP. SEWER MAIN (LAT-05) RELOCATE PRIVATE SERVICE TO _ _ N=6956824.22 PROP. SEWER MAIN (LAT-04) E=2360980.92 �- O Q N=6956686.35 INSTALL: 1-4" CLEANOUT N=6956772.21 --0,1_820 SB - , E=2360942.55 PER DETAIL D214 E=2360983.46 ---- N=6956745.45 STA 9+42.47 SS-3111 FRONTAGE RD �� 554+ E=2360958.71 ----- INSTALL 4' DIA. DROP SS (ASPHALT) ' - STA 8+71.12 SS-3111 - MANHOLE WITH EPDXY LINER _ CONNECT TO EXIST. SS SERVICE - _ _ (WARREN OR CHESTERTON)- WITH CLEANOUT AND 60 LF 4" PVC - - - - - _ _ _ - CONNECT TO EXIST. SS SERVICE y RELOCATE PRIVATE SERVICE TO - - - - _ WITH CLEANOUT AND 58 LF 4" PVC PROP. SEWER MAIN (LAT-02) - - - _ _ _ RELOCATE PRIVATE SERVICE TO -- +N=6956680.44 j- PROP. SEWER MANHOLE (LAT-03) E=2360955 94 , ��0 - ° ° �0 N_ 6956745.71 E=2360984.75ft 71 - ----- � ----- �G STA 9+31.71 23.72' LT SS-3111 655 SS-3111 655 193 LF TRENCH REPAIR 8 LF TRENCH REPAIR 28 LF TRENCH REPAIR 15 LF TRENCH REPAIR PER DETAIL A PER DETAIL H PER DETAIL A PER DETAIL A INSTALL TRENCH EXIST. 8" GAS (B) 8 LF TRENCH REPAIR 10 LF TRENCH REPAIR EXIST. GROUND WATER STOP D-006 PER DETAIL G PER DETAIL C 650 FINISHED GRADE EXIST. FIBER OPTIC (TO BE ABANDONED) _ _ _ _ _ _ _ _ 650 ---------- -----------------'----------- - -------------- ------------------------------------------------------------------------------ F- DUCTBANK (B) ---- - - -- -' EXIST. 8 GAS (B) (TO BE ABANDONED) -------------- (TO -- �' - '---- EXIST. 6" CONC. BE ABANDONED) ,T __----- SEWER (L-03664) EXIST. 2.25" WATER (U) ---"\---"� (TO BE ABANDONED) 645 ,_,,----� �-----------= - ---- EXIST. - - - - - - - - = - -----; 611 CONC. SS 645 _ - - - - - - - - _ - - - - - - ------------------- ------ Z------- PROP 4" WL 1114 @ 0.85% ---t�- ------ (SEE COFW-PKIOA) -_ ___------- 11.65' (SEE NOTE 3) -- - - - - - EXIST. 6" CONC. SEWER (3.5' MIN) PROP. 24" - - 10.71' -� (APPROX. 10' LT) PROP. 8" GAS STORM ---640-------------------(3.5'-MIN)---------------------- 640 (L-06178)----------------- - - 113 LF 8" DIP 6.37' 5.92 M WITH PROTECTO 3.34' 142 LF 2' MIN) 2.22 8" SDR 26 PVC SS _ 401 SS ( (2' MIN) @ 0.62% r' @ 0.50% 1 635 635 --- --------------------------------------------------------------------------------------Y-------------------------------------------------------------------------------------------------------------------------- ----------------------------------------'-----------------------------------------'----------------------------------------------------- Q (REQUIRED) = 0.28 MGD Q (REQUIRED) = 0.28 MGD Q (PROVIDED) = 0.61 MGD Q (PROVIDED) = 0.55 MGD 630 630 - - ---625-----------------------------------2 625 W -� �oC �ZZ �� �0= N H H d coH Ln Q J O Ln 00 M �-I O� � (D O OOM ONrn OpD �''1 M�Qn�j rn �IOWzQjCQ MMM �1�QM M (n�QnOj ��W M� 620 � x Ln z � �b f'o �b k � cn X �o cn I_ x 620 - v� 10 -- O W---------------------------------------------------------------------------------------------- II �WW II II �Q��O WO II II II �WWO II OWW HQcc �-I M I I I I J N0(1 ���WC�OOU ��� _ II _ II rn O �1- J Lj-- %� W �� a�i0O0 J OOU J v4UM�N JAI W-;I-�� �i�r0�l-1-oC���� ���� W N��L end ZLnI-�`L� p0 W� +JWLUOCWInOcoCp� k-0U 00 +C�W80 +-j U�O00 � �z� CL �Q=zuzu' II aka +Wtn � oW�n �QUooz II C � O zLn0 0 Q�� zzcn 000 �zv O O ~zLn0 U-) is Q0= CC cc I-z oc00= ?CC CC CC Q0= CC cc Q0= cc I-z z0 ocX 615 Lnv�ta tn_ Oc�c��roca�a U-)U CL CL cnU�ra v�1_ wUoCaW 615 8+00 9+00 10+00 11 +00 12+00 ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/13/2024 e haLff TBPELS ENGINEERING FIRM #312 A SOUTH POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION SOUTHEAST CONNECTOR PROJECT UTILITIES SANITARY SEWER RELOCATION 3111 PLAN AND PROFILE - STA 8+00.00 TO STA 10+55.91 File Name: SEC-S00-10-UT-33510.dgn Status: RFC Date: 08/13/2024 Sheet: 11 OF 21 H 0 20 40 3 VO 4 8 SCALE IN FEET NOTES: 1. THIS SHEET INCLUDES 4 4" SANITARY SEWER SERVICES. THE NUMBER OF SERVICES IS APPROXIMATE BASED ON THE NUMBER OF LOTS SERVED. CONTRACTOR SHALL VERIFY THE NUMBER AND SIZE OF SERVICES PRIOR TO PURCHASING MATERIALS. 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 OF THE WASTEWATER PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER OF THE WATER LINE. 4. SANITARY SEWER SERVICES ARE TO BE RELOCATED TO THE DRIVEWAYS IN ORDER TO AVOID POTENTIAL CONFLICTS WITH THE WALL'S DRILL SHAFTS AND TO MAINTAIN CITY ACCESSIBILITY. PRIVATE SERVICES ARE TO BE RELOCATED ACCORDINGLY. 5. AT THE LOCATION OF THE PROPOSED WALL, THE TOP OF THE SEWER SERVICE LINE SHALL BE NO SHALLOWER THAN 3 FEET BELOW EXISTING GRADE. 6. SEE SHEET SOO-UT-33511 FOR LATERAL PROFILES. WARNING EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIONAL NOTE ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. 0 F���� °°°°°°°°°°°°°°°0°0 RONALD G. KING °tea°°°°°°81073 O�(o o � 'C E N 0NAL 08/13/2024 F' Texas Af © 2024 DESIGNED FED.RD. DIV.NO. RGK DRAWN 6 CLM CHECKED LMH APPROVED RGK STATE TEXAS CONTROL 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33510 0 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C C M 0 O 0 U w 0 00 00 0 O 0 v I 0 U v c v a Q) c 0 M U O C O � H � M (p N dy � O ry) V) H � ~ J oU- LAT-01 SS-3111 STA 7+76.53 655 (SEE SHEET SOO-UT-33509 FOR PLAN VIEW) 655 655 PROP. FIBER 650 — CONDUIT 650 --- - -------------------------------------------- EXIST. 6" FINISHED GRADE SEWER (R) (TO BE ABAN'D) EXIST. GROUND EXIST. GROUND/ FINISHED GRADE 645 ---6 ---------------------- PROP. 8" GAS i EXIST. 8" GAS (B) (TO BE ABANDONED) 640 --- 640 PROP. 24" STORM z z � � N 1 635--------------------------------------- N 635 ------------------------------------------------ 14 LF 4" PUB SS Svc o 1M0 tiW H J rn 630 Q�0 QU 630 -----------I— M I— oO II �Q O 1— —i M H OUpO Qzo ¢Ln Q 625 cnn OU 0- LO z 625 0+50 1 +00 1 +50 LAT-04 SS-3111 STA 9+68.99 655 (SEE SHEET SOO-UT-33510 FOR PLAN VIEW) 655 EXIST. 2.25" WATER (U) EXIST. TELECOMS (B) (TO BE ABANDONED) (TO BE ABANDONED) PROP. FIBER EXIST. GROUND — CONDUIT 650 FINISHED GRADE - -- PROP. 4" WL-1114 650 EXIST. 6" SEWER (B/R) (TO BE ABANDONED) 645 , II 645 PROP. 8" GAS 640 l ll 640 --- ------------------------------------------- --------- z ----------------------------------- Z 20 LF 4" PUB SS SVC (SEE NOTE 3) 635 - 635 ---------------------------------------------------------------------------------------------- O z o�N M oW 1- 630M ---------------------------------------------Q 0------- 1- U Q Q 630 Q) II L I— Oi_J LL d.u1 OC� 00 N J Qzo Q� 625 c~nU� c~nz 625 0+50 1+00 1+50 ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/13/2024 LAT-02 SS-3111 STA 8 + 71.12 (SEE SHEET SOO-UT-33510 FOR PLAN VIEW) EXIST. 6" SEWER (B/R) (TO BE ABANDONED) 650 EXIST. GROUND ------------------------------------------------- FINISHED GRADE EXIST. 2.25" WATER (U) (TO BE ABANDONED) EXIST. 8" GAS (B) 645 (TO BE ABAN'D) 655 EXIST. GROUND/ FINISHED GRADE 650 --- ----------------------------------------II-------------------------------- ---645---- PROP. FIBER CONDUIT PROP. 8" GAS 640 PROP. 24" STORM ---------------------------- I z z 15 LF N 4" PUB SS SVC 635 (SEE NOTE 3) I� II PROP. 4" II WL-1114 II z 45 LF II 4" PVT SS SVC II N — (SEE NOTE 3) — 11 --------------------------------------------------------------------- ---635---- O ~� Q 630 - Q U')Q v 630 oO II �� U H O �J p0 rl �j + W + J ¢O0C �Ln 625 cn U a cn z 625 0+50 1 +00 1 +50 2+00 LAT-05 SS-3111 STA 10+21.06 660 (SEE SHEET SOO-UT-33510 FOR PLAN VIEW) FINISHED GRADE -- EXIST. GROUND/ EXIST. GROUND — FINISHED GRADE PROP. 24" STORM — EXIST. TELECOMS (B) EXIST. 6" SEWER (B/R) (TO BE ABANDONED) LAT-03 SS-3111 STA 9+42.46 655 (SEE SHEET SOO-UT-33510 FOR PLAN VIEW) 655 EXIST. 2.25" WATER (U)' EXIST. 6" SEWER (B/R) (TO BE ABANDONED)'; (TO BE ABANDONED) EXIST. 8" GAS (B) EXIST. TELECOMS (B) (TO BE ABANDONED) — (TO BE ABANDONED) 650 EXIST. GRADE -- PROP. FIBER CONDUIT EXIST. GROUND/ 650 ---- FINISHED ---------- `\ --------------------- - PROP. 4" WL-1114 FINISHED GRADE GRADE II r II 645 1 II 645 ------ �I� II II II PROP. 8" GAS r II ---640---- - ----I II 640 32 LF aj z 4" PVT SS SVC �I (SEE NOTE 3) N N-----II 26 LF 635 - 4" PUB SS SVC 635 -------------------------------------- (SEE NOTE 3) �ozz O z �''1�O�M rr) I— M rn ry) r'1 i— v 630Q � 0 0 0------------------- 630 ---------- ------------- ----------------------------------------------- ----- -- o O II II II I— OI—U- U- U- �~ + W + J �zaaa �Q Qz000 QU-) 625 c~nUaQ.a 625 0+50 1 +00 1 +50 2+00 ---655---- (T-- BE ABANDONED) PROP. FIBER CONDUIT 655 PROP 4" WL-1114 r r� - II 650 ------------------ ---- -- Y� A z z 645 — --- --------------------------------------------- N 26 LF 4" PUB SS SVC (SEE NOTE 3) 650 ----------------------------------------------------------------------645--------- 640 - 640 O O z z o�00 M� U U I— M I— 1— 635 0- Q � Q � 635 O I- -r cn , UL o U Q0 + W + J + J O 630 cLnU� �z �n 630 0+50 1 +00 1 +50 2+00 ... halff TBPELS ENGINEERING FIRM #312 NEEDS SPC '� SOUTHPOINT RELEASE FOR CONSTRUCTORSCONSTRUCTION SOUTHEAST CONNECTOR PROJECT UTILITIES LATERAL PROFILES LAT-01 THRU LAT-05 File Name: SEC-S00-10-UT-33511.dgn Status: RFC Date: 08/13/2024 Sheet: 12 OF 21 H 0 20 40 V0 4 8 SCALE IN FEET NOTES: 1. REFERENCE D214 FOR INSTALLATION OF ALL SANITARY SEWER SERVICE LATERALS. SERVICES SHALL BE CONSTRUCTED WITH 3' MINIMUM COVER AND 2 % MINIMUM SLOPE. 2. PRIOR TO CONSTRUCTION, LOCATE AND DETERMINE DEPTH OF THE EXISTING SEWER SERVICE AT THE CONNECTION POINT TO ENSURE ADEQUATE SLOPE IS AVAILABLE. PRIVATE SERVICE TO BE SLOPED TO CONNECT TO THE EXISTING SERVICE. 3. WHERE A SEWER SERVICE CROSSES A WATER MAIN OR STORM DRAIN, INSTALL PRESSURE -RATED DIP PIPE WITH PRESSURE -RATED JOINTS AND EMBED IN CEMENT STABILIZED SAND TO PROTECT FROM CONTAMINATION. WARNING EXISTING UTILITIES IN THIS AREA. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITH THE PROVIDER PRIOR TO THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS DISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WHERE NECESSARY AND PROTECTING EXISTING UTILITIES (SHOWN AND NOT SHOWN). IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM AT THEIR OWN EXPENSE. ADDITIONAL NOTE ALL EXISTING ELEVATIONS SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY OTHERS. CONTRACTOR TO VERIFY DEPTH OF ALL EXISTING UTILITIES. OF 00 °°°°°°°°°°°°°°°0°0 RONALD G. KING 0°°°°°°81073ooO°°SO o�� oo 08/13/2024 F Texas Af © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN CLM STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. SOO-UT-33511 d' H 00 N Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C z a �V H Ln M M 0 0 0 U 'W^ v 1 O 00 n1 00 N O a v U N .o v c v ACCEPTABLE BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 33 05 10 6" MIN. AND 12" MAX. INITIAL BACKFILL 6" MIN. AND \ 12" MAX. BEDDING \ DETAIL A SURFACE RESTORATION BY OTHERS + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 95% COMPACTION + + + + + 2% TO +5% OF OPTIMUM + - + + + + + MOISTURE CONTENT ' + + + + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + —+ + + + + + + + + + + + FINAL BACKFILL - < 15' UNDER PAVEMENT ALL DEPTHS FOR NON PAVED AREAS TRENCH GEOTEXTILE FABRIC CRUSHED ROCK PER SECTION 33 05 10 12" MIN, TRENCH WALL CLEARANCE (TYP.) SANITARY SEWER TRENCH REPAIR (UP TO 1511) ISSUE RECORD DESCRIPTION RELEASED FOR CONSTRUCTION NOT TO SCALE DATE 08/13/2024 . e halff TBPELS ENGINEERING FIRM #312 SOUTH POINT r CONSTRUCTORS CLSM IN ACCORDANCE WITH SECTION 03 34 13, BACKFILLIN ACCORDANCE WITH SECTION 33 05 10 6" MIN 6" MIN NEEDS SPC RELEASE FOR CONSTRUCTION DETAIL B SURFACE RESTORATION BY OTHERS - o- =0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VVVVVVVVVVVVVVV �- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - �000000000000000`= -o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 _o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �17o17o170000000000 - FINAL -V V V V V V 000000000`= BACKFILL =000000000000000o VARIES -7 17 0 17 0 17 0 17 0 17 0 17 0 17 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -_ 0 0 717— VVVVVVVVVVVVVVVV - - ° 4 d d d — d ° d 4 °a d ° — Q d d d ad — 4 q _A � d - 1500 PSI CONCRETE ENCASEMENT PER ° °� = SECTION 33 05 10 nn d �d 4 d — d Q Q ° 8" MIN. TRENCH WALL CLEARANCE (TYP.) SANITARY SEWER SHALLOW TRENCH REPAIR NOT TO SCALE SOUTHEAST CONNECTOR UTILITIES DETAILS TRENCH REPAIR A & B PRO E CT J File Name: SEC-S00-10-UT-33512.dgn Status: RFC Date: 08/13/2024 Sheet: 13 OF 21 O F T �� RONALD G. KING X0 Q°°°°°°°°°°°°°°°°°°°°°°°°°°� 81073 O �� C E N s`�°���`�® ® 0 N A L �® oo 08/13/2024 Texas Department of Transportation © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK DRAWN 6 F-2022(675) 1-820 CLM STATE DISTRICT COUNTY SHEET NO. CHECKED TEXAS FT. WORTH TARRANT LMH � CONTROL SECTION JOB S00-UT-33512 APPROVED RGK 0008 13 125, etc w Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C c ni Ln M M M U a O � � O _(3 N Q M 0� O rn lzzln) N N Ln O C.i ~ J oU_ DETAIL C FULL DEPTH SAWCUT (TYP.) ASPHALT TO BE PLACED IN TWO U FTS EXISTING TREATED — -- EXISTING SUBGRADE (IF ANY) � TRENCH REPAIR LIMITS HMAC CONCRETE BASE MATERIAL PAVEMENT FOR TRENCH REPAIR PER / TACK COAT SECTION 03 34 16 / \\\��\��\ 92' H r r r r r r r rr rrr rrr rr rr, ag - ° ° • �. ° . . rr rrr rrr rrr rrr rrrrrrr r r r r a r r r r r r r r r r r r 8,r tl ,. i r r ri r ri ri a PROVIDE DENSITY AND �a _� 2 + + + + + + + + + + + + THICKNESS TESTING _ + + + + + + + + + + + + PER SECTION 32 12 16 + + + + + + + + + + + + PART 3.6 + + + + + + + + + + + + - UNDISTURBED + + + + + + + + + + + + _+ + + + + + + + + + + + SUBGRADE + + + + + + + + + + + J FINAL BACKFILL + + + 95% COMPACTION + + + — < 15' UNDER PAVEMENT + + 2% TO +5% OF OPTIMUM + — ALL DEPTHS FOR + + + + + MOISTURE CONTENT ' + + + NON PAVED AREAS + + + + + + + + + + + + + + + + + + + + + + + + -+ + + + + + + + + + + + ACCEPTABLE + + + + + + + + + + + + BACKFILL MATERIAL + + + + + + + + + + + + - IN ACCORDANCE WITH _ + + + + + + + + + + + J SECTION 33 05 10 + + + + + + + + + + + + + + + + + + + + + + + + — + + + + + + + + + + + + + + + + + + + + + + + + — + + + + + + + + + + + + - -+ + + + + + + + + + + + 1 6" MIN. AND 12" MAX. INITIAL BACKFILL 6" MIN. AND 12" MAX. BEDDING TRENCH GEOTEXTILE FABRIC CRUSHED ROCK PER SECTION 33 05 10 12" MIN, TRENCH WALL CLEARANCE (TYP.) SANITARY SEWER TRENCH REPAIR UNDER ASPHALT ROAD (UP TO 1511) ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION NOT TO SCALE DATE 08/13/2024 0 ' MEN w 0 TBPELS ha�ff, SOUTH"POINT CONSTRUCTORS DETAIL D TRENCH REPAIR LIMITS _ FULL DEPTH SAWCUT CONSTRUCTION JOINT WITH (TYP.) SILICONE JOINT SEALANT JOINTING SHALL MATCH SEE NOTE #4 PER 32 13 13—D518 (TYP.) CLASS 'H' CONCRETE — EXISTING LOCATIONS EXISTING PAVING PER SECTION 32 AND TYPES AS CONCRETE EXISTING TREATED 13 13 OR 'HES' E CLOSELY AS POSSIBLE PAVEMENT SUBGRADE (IF ANY) / DESIGNATED ON DRAWINGS SEE NOTE #2 / �. _ • ` n a f _ 3.0" -MIN. °OT r r �r rr rr r r rr rr� � S'EE NE a . .. a° a . • •a ° s • , . a a . I•r i �r r r� rr rr rr rr rr ..'rr rr rr rr rr rr�� r�,rJ,r ,rJ, m e Q v r r ,rJ r rJ r NOTE TO DESIGNER: + + + + + + + + + + + + X' FOR CONCRETE STREETS < 10 — + + + + + + + + + + + + y + + + + + + + + + + + + YEARS OLD OR PCI < 85, "X" STRENGTH AND — + + + + + + + + + + + + SHALL EXTEND TO END OF + + + + + + + + + + + + THICKNESS TESTING + + + + + + + + + + + + - UNDISTURBED PANEL, OTHERWISE "X" SHALL SHALL BE PERFORMED — SUBGRADE BE 12" PER SECTION 32 13 13 + + + + + + + + + + + + + _+ + + + + + + + + + + + + + + + + + + + + + + — FINAL BACKFILL — + + + 95% COMPACTION + + + — < 15' UNDER PAVEMENT + + 2% TO +5% OF OPTIMUM + —_ ALL DEPTHS FOR + + + + + ' MOISTURE CONTENT . + . + + NON PAVED AREAS + + + + + + + + + + + + + + + + + + + + + + + + — + + + + + + + + + + + + ACCEPTABLE + + + + + + + + + + + + BACKFILL MATERIAL + + + + + + + + + + + + - IN ACCORDANCE WITH _ SECTION 33 05 10 + + + + + + + + + + + + + + + + + + + + + + + + -+ + + + + + + + + + + + + + + + + + + + + + + + 6" MIN. AND 12" MAX INITIAL BACKFILL 6" MIN. AND 12" MAX. BEDDING I I I I I I I I I I I I I I I I I �— TRENCH GEOTEXTILE FABRIC SECTI OND 330CK 05 10 R 12" MIN, TRENCH WALL CLEARANCE (TYP.) SANITARY SEWER TRENCH REPAIR UNDER CONCRETE ROAD (UP TO 1511) NOT TO SCALE NOTES: 1. FLOWABLE FILL IS REQUIRED TO BACKFILL ALL TRENCHES IN DOWNTOWN STREETS, AND OPTIONAL IN OTHER AREAS. BACKFILL SHALL MEET STANDARD SPECIFICATION 33 05 10. 2. FOR RESIDENTIAL STREET USE #4 BARS AT 18" O.C.E.W. AND 12" O.C.E.W. FOR ARTERIALS AND INDUSTRIAL STREETS. 3. REINFORCED CONCRETE PAVEMENT SHALL BE REPLACED TO A MINIMUM DEPTH OF 9" FOR RESIDENTIAL STREETS OR 11" FOR ARTERIAL AND INDUSTRIAL STREETS. 4, FOR RESIDENTIAL STREETS, USE #4X18" PREFORMED BARS, DOWEL AND EPDXYED A MIN 6" INTO EXISTING PAVEMENT AT 18" O.C. (TYP), AND 12" O.C. FOR ARTERIAL AND INDUSTRIAL STREETS. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT WORTH STANDARD SPECIFICATIONS. NEEDS SPC RELEASE FOR CONSTRUCTION SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS TRENCH REPAIR C & D File Name: SEC-S00-10-UT-33513.dgn Status: RFC Date: 08/13/2024 Sheet: 14 OF 21 OF T �� °p ° °°°°°°°°°°°° RONALD G. KING ° ° ° 0 Do 81073 O �� ® ONAL �® �O 08/13/2024 ;'F Texas Department of Transportation Af © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK I DRAWN 6 F-2022(675) 1-820 CLM STATE DISTRICT COUNTY SHEET NO. CHECKED TEXAS FT. WORTH TARRANT LMH CONTROL SECTION JOB S00-UT-33513 APPROVED RGK 0008 13 125, etc Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C c Ln M rn v Ln .�i U a) .o a� c v M U a O 00 M O 4M- 00 _(3 ti Q M � O rn lzzln) N N Ln 7 O C.i ~ J oU_ DETAIL E ASPHALT TO FUEL DEPTH SAWCUT BE PLACED IN (TYP.) TWO LIFTS EXISTING TREATED EXISTING SUBGRADE (IF ANY) � TRENCH REPAIR LIMITS EXISTING CONCRETE BASE MATERIAL PAVEMENT FOR TRENCH REPAIR PER / TACK COAT SECTION 03 34 16 / \\\ ��� V S� r/ r H r \�,r rr r rr rr \ r rr rr rr rr rr rr frrf rr rrrr r r� Q 4 •. �° �'r rr rrrr rrr rr rrrr rrr PROVIDE DENSITY AND - �' o 0 0 0 0 0 0 0 °o 0 0 0 0 0 0 �� 1'{ THICKNESS TESTING o000000000000000 PER SECTION 32 12 16 1000000000000000� - PART 3.6-171717171700000000000 UNDISTURBED - 000000000000000� SUBGRADE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - � 0 '7 '7 '7 '7 '7 '7 '7 '7 '7 '7 '7 '7 '7 '7 -o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 1 17 17 17 17 17 17 17 17 17 17 17 17 17 0 17 — -17o17o1700000000000 -000000000000000� 000000000000000 - FINAL �000000000000000�— BACKFILL -0000000000000000 VARIES CLSM IN ACCORDANCE 1000000000000000� -_ WITH SECTION 03 34 13,-0000000000000000 BACKF1L IN ACCORDANCE 17171717170000000000� WITH SECTION 33 05 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - J,7000000000000000�= -7171717o00000000000_ 0 '7 0 '7 17 '7 17 '7 17 '7 17 '7 17 '7 17 - -171717171717171717171717171701 1 0 17 0 17 0 17 0 17 0 17 0 17 0 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 — 6" MIN. d d a - - aa Q d d d a 4 a a a 4 dxx — d d - - d ad d 1500 PSI CONCRETE ENCASEMENT PER - SECTION 33 05 10 d 4 4 a — d d 6" MIN. - a a a d 8" MIN. TRENCH WALL CLEARANCE (TYP.) SANITARY SEWER SHALLOW TRENCH REPAIR UNDER ASPHALT ROAD NOT TO SCALE ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE 08/13/2024 0 ' MEN w 0 TBPELS ha�ff, SOUTHAPOINT CONSTRUCTORS ACCEPTABLE BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 33 05 10 NEEDS SPC RELEASE FOR CONSTRUCTION 2" MIN DETAIL F SURFACE RESTORATION BY OTHERS - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _ + + + + + + + + + + + + - FINAL BACKFILL - + + + 95% COMPACTION + + + - < 15' UNDER PAVEMENT + + 2% TO +5% OF OPTIMUM + -_ ALL DEPTHS FOR _ + + + + + MOISTURE CONTENT + + + NON PAVED AREAS + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + _ + + + + + + + + + + + + O O� TRENCH GEOTEXTIEE \\ FABRIC C CRUSHED ROCK PER SECTION 33 05 10 SANITARY SERVICE TRENCH REPAIR NOT TO SCALE SOUTHEAST CONNECTOR UTILITIES DETAILS TRENCH REPAIR E & F PROJECT File Name: SEC-S00-10-UT-33514.dgn Status: RFC Date: 08/13/2024 Sheet: 15 OF 21 O F T �� ° °°°°°°°°°°°°°° RONALD G. KING ° ° ° 0 a°°°°°°°°°°°°°°°°°°°°°°°°° DD 81073 p�� POoO \ E N s ` `�°���`�® ®s° °°. 1� ® ANAL �® �o 08/13/2024 ;'F Texas Department of Transportation AF © 2024 DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. RGK I DRAWN 6 F-2022(675) 1-820 CLM STATE DISTRICT COUNTY SHEET NO. CHECKED TEXAS FT. WORTH TARRANT LMH CONTROL SECTION JOB S00-UT-33514 APPROVED RGK 0008 13 125, etc Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C z a �i Ln M M 0 0 0 U w un 0 00 rn 00 N 0 a DETAIL G SURFACE RESTORATION BY OTHERS OR, IF MANHOLE, CONCRETE COLLAR PER D010, D012, D218, & D219 -0v0v0v0v0v0 0 0 -0000000000000000 _0000000000000000= O O O O O O O O 0000000000000000 -0000000000000000 0000000000000000 - CSS BACKFILL IN 20000000000000000 — ACCORDANCE WITH SECTION 33 05 10 0000000000000000 2 00000000- TCEQ REQUIREMENTS: -00000000 - 12" CSS ENCASEMENT 20000000000000000 OF MANHOLE 00000000- 160 LB OF CEMENT 00000000 PER CY OF SAND O O O O O O O =- 0000000000000000 - -0000000000000000 -0000000000000000 6" MIN. AND_-0-0-0-0-0-0-0-0 - 12" MAX. _0000000000000000 - INITIAL BACKFILL CSS EMBEDMENT IN 0000 0000 2 ACCORDANCE WITH -0 0 0 0 0 0 SECTION 33 05 10 0 0 0 0 2 TCEQ REQUIREMENTS: 2 O ��� 0 O 12" CSS ENCASEMENT O OQ O - OF MANHOLE _O O �Q OAP 0 O - - 160 LB OF CEMENT 0 O PER CY OF SAND - O - -000 0000 - 6" MIN. AND T�0000 O O 00000 12" MAX. BEDDING 0000000000000000 - FINAL BACKFILL VARIES 12" MIN. TRENCH WALL CLEARANCE (TYP.) SANITARY SEWER TRENCH REPAIR AT UTILITY/STORM CROSSING ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION NOT TO SCALE DATE 08/13/2024 0 ' MEN w 0 TBPELS halff SOUTH'iPOINT CONSTRUCTORS DETAIL H SURFACE RESTORATION BY OTHERS — —� + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + - -+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + - FINAL BACKFILL - + + + 95% COMPACTION + + + - < 15' UNDER PAVEMENT + + 2% TO +5% OF OPTIMUM + -_ ALL DEPTHS FOR +� + + + MOISTURE CONTENT ' + ' + + NON PAVED AREAS + + + + + + + + + + + + + + + + + + + + + + + + - 17 -+ + + + + + + + + + + + ACCEPTABLE - + + + + + + + + + + + + BACKFILL MATERIAL 9 + + + + + + + + + + + + - IN ACCORDANCE WITH SECTION 33 05 10 + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + - MIN 6 12„ MAX _00000000 00000000 - INITIAL BACKFILL -U U U O 0 0 0 0 0 0000 000 - -000 000 00 00 - - O O - CSS EMBEDMENT IN -0 O � 0 O TCEQ REQUIREMENTS: ACCORDANCE WITH 0 OP O - - 18' MIN SEGMENT OF SECTION 33 05 10 -0 O �P OP 0 O - NEW SEWER PIPE j O O CENTERED ON WATER PIPE `'�O U - - EXTEND CSS 12" BEYOND NEW SEWER PIPE -00000 0000 _ JOINTS, EACH END - 10% CEMENT MIXTURE, 6 MIN. AND 000000000000000000 - BASED ON LOOSE DRY 12" MAX. BEDDING -- O- O- O- 0 0 0 O O _ WEIGHT VOLUME 12" MIN. TRENCH WALL CLEARANCE (TYP.) SANITARY SEWER TRENCH REPAIR AT WATER CROSSING NOT TO SCALE NEEDS SPC SOUTHEAST CONNECTOR PROJECT RELEASE FOR UTILITIES CONSTRUCTION oeTaiLs TRENCH REPAIR G & H RONALD G. KING X0 Q°°°°°°°°°°°°°°°°°°°°°°°°°°� 81073 O �� P4p0 E N si° ® ANAL �® �o 08/13/2024 Texas Department of Transportation Af 0 2024 File Name: DESIGNED FED.RD. DIV.NO. FEDERAL AID PROJECT NO. HIGHWAY NO. SEC-S00-10-UT-33515.dgn RGK Status: DRAWN 6 F-2022(675) 1-820 RFC CLM STATE DISTRICT COUNTY SHEET NO. Date: CHECKED TEXAS FT. WORTH TARRANT 08/13/2024 LMH CONTROL SECTION JOB S00-UT-33515 Sheet: APPROVED 16 OF 21 RGK 0008 13 125, etc w Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C z a H Lr1 M M O 0 O W O 00 rn 00 N O U a O O � ern a N Q rn � rn M N � N i M Q) Ln W O C.i 2s MIN. . . ° . . . . . . . e . . EXISTING GROUND A. 18"-2Q" 41 1w 1 4 4 CLSM PER SECTION 03 34 13 BACKFILL PER SECTION + 33 05 10 e,, + + 41 +PVV7VV1VVVVV + + « + + + 4- + + ^''?q''qV v.o e r. •.�'F • • • V ♦..+ Jn 4" ` ed s . n , yy7 y7 �.y7�+p7pry.Vp+.pYy+g7 �7 PIPE cg ePa •a ,. tl75�° f V V 7 yp�i% pp�yi�ppip� Y �� r a ,•,, ��g•6 � S° � TYPICAL PROFILE SLOPED VERTICAL EXISTING GROUND TRENCH TRENCH WALL WALL \` €Q, m + + 4 � + + + + + \ 9 0' 4, + 11 1. FoRTWORTH '4� ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION �V'7V'7� "V V, ' PIPE C)IA. � � TRENCH WIDTH PER 4' SECTION 33 05 10 F �' TRENCH WIDTH TYPICAL SECTION CITY OF FORT WORTH, TEXAS TRENCH WATER STOP DATE 08/13/2024 PIPE BACKFILL PER SECTION 33 05 10 PIPE EMBEDMENT PER SECTION 33 05 10 UNDISTURBED SOIL ACCEPTABLE BACKFILL PER SECTION 33 05 10 CLSM PER SECTION 03 34 13 BACKFILL PER SECTION 33 05 10 10-1ATA W101KIM91111 F,keli N 33 05 10-DO06 0 ' MEN 0 TBPELS halff SOUTH :POINT CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION ',\" FILL WITH CLSM UNTIL ENTIRE DIAMETER OF PIPE IS FILLED + + + + + + TO PREVENT INFILTRATION BACKFILL WITH /// v ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑X", :,s'y :,•! „ ACCEPTABLE\ O ❑ ❑ ❑ v ❑ ❑ ❑ f µ `r BACKFILL PER a v v v v v v❑ -! •(�, ;. ;f SECTION 33 05 10 ❑❑❑❑❑❑❑❑ - ►❑❑❑❑❑❑❑❑ ,V, :x W ❑ v v ❑ ❑ ❑ v ❑ =° EXISTING `� VVV❑❑❑❑❑ t PIPE TO BE /-,,❑ v ❑ ❑ ❑ ❑ ❑ ❑ ABANDONED -R❑vv❑❑v❑❑ 7 V V �❑vvvv❑v❑ PLUG EXISTING PIPE BULKHEAD TO 12" TYP. WITH CLSM PER RETAIN CLSM SECTION 03 34 13 FORT WORTH "'O� NOTE: 1. ABANDONMENT SHALL BE PER SECTION 02 41 14 2. SURFACE REPAIR SHALL BE PER SECTIONS 32 01 17, 32 01 29 OR 32 14 16 DEPENDING ON EXISTING SURFACE 3. A WATER PRESSURE PLUG PER 02 41 14—D123 SHALL BE AN ACCEPTABLE ALTERNATIVE WHERE APPLICABLE. CITY OF FORT WORTH, TEXAS PIPE ABANDONMENT PLUG SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS D006 & D007 File Name: SEC-S00-10-UT-33516.dgn Status: RFC Date: 08/13/2024 Sheet: 17 OF 21 REVISED- 08-31-2012 02 41 14-DO07 _ ® �� F�°9s�o00 ° ... RONALD G. KING X0 81073 O �� P4p0°?� p��®s/° ® ANAL �® oo 08/13/2024 Texas © 2024 DESIGNED FED.RD. RGK DIV.NO. � DRAWN 6 CLM CHECKED LMH APPROVED RGK STATE TEXAS CONTROL 0008 Department of Transportotion FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33516 w Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C EXISTING HMAC PAVEMENT 2' MIN. (TYP.) .�s'.F�•�r*,. �f'�r''• `,: �3: 'iti. rier•�` 1. ,.zF.:�':'..:'i.��i....e ;.. ,`� e<".i c�,wrr,. / `'°�,\�r�/ t Ly.y+(��.�•F%i�Ss. +l�•r':•.}•;'•� •; f•.: Y+.r.a °�� ..G'A�. ".�s,�. f �" r •§• •Sn' 3L "i •lr ,F'i: h ai 1 b •k P ' i• ry " N F 4• 2 � •� xry ',fyr UNDISTURBED �`•'```' �. '° "` `` L EXISTING SUBGRADE �J q. TREATED " fM•„F `�� rN •P Vk a. �. •r. � SUBGRADE / 3•r •R 3• ,•. r' e• t• is s v �• r $ ✓r rr •n •s r ACCEPTABLE BACKFILL OR AS REQUIRED BY DRAWINGS PER SECTION 33 05 10 FORT V�ORTH. PLAN VIEW PROPOSED HMAC PAVEMENT REPAIR CONCRETE COLLAR FRAME AND COVER AS AS REQUIRED / INDICATED IN THE DRAWINGS �r EXISTING HMAC PAVEMENT PAVEMENT REPAIR PER ASPHALT PAVEMENT TRENCH REPAIR DETAILS AS INDICATED IN THE DRAWINGS u: 4 " �• s JZI u 3 i f:ti wY . r• S i•' :;L't' i c' r':.:. 1 ri . 1 in • z �r • t% • ' �X F .1 ,' �%' x•`�`. :.!-!�. °r •a r r ,} Cc c S ¢. ., is .',+l. .;. ;y k'n ci• .s .. .;•x.Y Y � F F . e,R. zt- (r .s- •n ,;. i+ � s § .a, .3'�3• .� •R §. c' •p n• f j/j°II`�f / ." �,. 4 � h l: r ter• Jj t. .,` ` (iF f\L � �ri i \, �� � °., ff�°i. � ° .r`� ° COMPOSITE GRADE RINGS OR USE CIRCULAR SONITUBE ;fi `'�.r d'f';�5 "' ' \\` MANHOLE OR VAULT FORM (NO CONCRETE GRADE PER DRAWINGS RINGS} s-` a,•,\ ,, ,r'yN,T�., N OTES: 1. THIS DETAIL TO BE USED ONLY WHERE SPECIFIED ON THE DRAWINGS IN COMBINATION WITH PROPOSED MANHOLE SECTION VIEW OR VAULT IN THE SAME LOCATION. 2. MEASUREMENTS ARE TYPICAL FOR ALL SIDES OF MANHOLE/VAULT LID ASSEMBLY. 3. PAVEMENT PAID SEPARATELY FROM MANHOLE. CITY OF FORT WORTH, TEXAS EXISTING HMAC PAVEMENT REPAIR AROUND MANHOLE (CONE) ISSUE RECORD NO. DESCRIPTION DATE 0 RELEASED FOR CONSTRUCTION 08/13/2024 QJ oU_ REVISED- 09-09-2022 33 05 '13-DO 10 a MEN ■ ■ SOUTHT-APOINT CONSTRUCTORS SAW CUT JOINT-'C.""' TO C/L OR GUTTER LINE :r 17 s •S.A ..lY•` ii5. EXISTING TREATED SUBGRADE ACCEPTABLE BACKFILL OR AS REQUIRED BY DRAWINGS PER SECTION 33 05 10 < 10 YRS OLD REPAIR V ENTIRE PANEL, OTHERWISE 3' MIN. (TYP,) SAW CUT JOINT TO C/L OR GUTTER LINE � ..�Y• YES •�� .�,,. ,�„q±" EXISTING CONCRETE PAVEMENT l.r V t Y..] I3\Ll l.r I IVIA %J wI f't I PER 32 13 13—D511 BAR SPACING AND PAVEMENT THICKNESS SHALL BE PER CONCRETE ' AS PAVEMENT TRENCH REPAIR DRAWINGS DETAILS AS INDICATED IN VAULT PER DRAWINGS NOTES: SECTION VIEW 1 • THIS DETAIL TO BE USED ONLY WHERE SPECIFIED ON THE DRAWINGS IN COMBINATION WITH PROPOSED MANHOLE OR VAULT IN THE SAME LOCATION. 2. ALL MEASUREMENTS ARE TYPICAL FOR ALL SIDES OF MANHOLE/VAULT LID ASSEMBLY. 3. FOR CONCRETE STREETS LESS THAN 10 YEARS OLD, ENTIRE PANEL SHALL BE REPLACED, OTHERWISE REPLACED CONCRETE SHALL EXTEND A MINIMUM OF 3` BEYOND MANHOLE IN ALL DIRECTIONS, 4. CONCRETE PAVING SHALL BE PAID SEPARATELY FROM MANHOLE. FORT�OTRH� CITY OF FORT WORTH, TEXAS REVISED: 09-09-2022 EXISTING CONCRETE PAVEMENT REPAIR AROUND MANHOLE (CONE) 33 05 13-D012 NEEDS SPC RELEASE FOR CONSTRUCTION SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS D010 & D012 File Name: SEC-S00-10-UT-33517.dgn Status: RFC Date: 08/13/2024 Sheet: 18 OF 21 OF T �� ° °°°°°°°°°°°°°°°° RONALD G. KING a°°°°°°°°°°°°°°°°°°°°°°°°° DD 81073 O �� < P4p0 �° T C E N s``�® p��®s/° ® ANAL �® oo 08/13/2024 ;'F Texas © 2024 DESIGNED RGK FED.RD. DIV.NO. 6 D RAW N CLM STATE CHECKED LMH TEXAS CONTROL APPROVED RGK 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT I COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33517 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C z a 06 H Ln M M 1- O H 0 O Ul U W Ul O co n1 co N O a U a O O 4� �=1 a M Q rn M N � N i M Q) Ln W O C.i NOTES: 7. UNLESS OTHERWISE INDICATED IN THE DRAWINGS, 4'0 1. MANHOLE TOP SHALL BE PER MANHOLE FRAME, COVER AND MANHOLES SHALL BE USED FOR 21" AND SMALLER GRADE RING DETAIL AS INDICATED IN THE DRAWINGS. SANITARY SEWER LINES AND 5'0 MANHOLES SHALL BE USED 2. FOR CAST —IN —PLACE MANHOLES, CURE FOR THREE DAYS 24" UP TO 36" SANITARY SEWER LINES. BEFORE BACKFILLING AROUND STRUCTURE 8, 6'o STANDARD MANHOLES SHALL BE REQUIRED FOR 90' 3. IF SOIL CONDITIONS OR GROUND WATER PREVENT USE OF BENDS ON 36" SANITARY SEWER LINES. COARSE AGGREGATE BASE A 2—INCH MUD SLAB MAY BE SUBSTITUTED. 9. CAST IRON HINGED LIDS SHALL BE REQUIRED FOR ALL 4. CAST —IN —PLACE CONCRETE SHALL BE PER SECTOIN 03 30 SANITARY SEWER MANHOLES WITH A RIM ELEVATION 00 GREATER THAN 12—INCHES ABOVE NATURAL GROUND. 5. PRE —CAST JOINTS SHALL CONFORM TO ASTM C478, 6. DO NOT WIPE JOINTS OR GRADE RINGS WITH GROUT, MORTAR REFER TO MANHOLE FRAME, COVER AND GRADE OR CEMENT. RING DETAIL. PRE -CAST ;.Z/CAST-1N-PLACE !' Y" °' '�` `Y .3.. ✓�. ,s n"S:F 5 M {. r I ? "" ;5f'.x. yY. yF. t8. •� 4 4, +.y,, .. ..{. :,,<u.xf. y : rev m, w dn• + I i " �V. '?!'REFER REFERA TO PAVEMENT wREPAIR AROUND MANHOLE DETAIL. • 8" MIN. 3MIN { F "�• TYP w r .k I w 4, , x + $.. z "" �,. .� PROVIDE EXTERNAL ..' •r z. ,.. 4.. r. E. n. COATING IN zr. r. �e -. P. + ACCORDANCE WITH �. + pr I 4. s + ASTM D4258 AND ACCEPTABLE `� "" r� q.. +"3. +r° D4259 BACKFILL AROUND ,� �. +�. �. I ;, ' �. MANHOLE (TYP.) PER- +f;. " 4F- + ri 4 4r SECTION 33 05 10, +�. Al h° + I �• �• s 4 f f x +r .x,, RUBBER GASKETS I s _,. t s x 4 F" , " � + AT ALL PRECAST + + JOINTS ,. n af, ' + 5" MIN. FOR 4'0 + + + 4, + �,. rs • I 8" MIN. 41 m 4 + ` + ,, 4 ; T 6" MIN. FOR 5'91 ,z 3 + + 4 + 7„ MIN. FOR 6'0 I + 4 + 4- �. c • a, fit. F 4. 4, ++ ++ $. I{ .. , 4% 5' OR 6' 0 y +4. + lei,,Y + ,,.. "�. +J i� x C�. ' ' '�j` 4, 1'. +.,. n;. +! . � AS INDICATED IN . . .�. .�. ++�r + G. . I'' THE DRAWINGS 1. 4. 0, s, +' °'r, + + + a, c, r• ¢. .. + 4, 4 + APPLY INTERIOR 5. + 1, 1- � � " � �." CORROSION 41 + + 1- ,z. w PROTECTION IF "4 �, z . , s + s° REQ'D (TYP,) PER p, r Al d, I SECTION 33 39 60 PIPE CONNECTION IN f' 4 + � ,° °41 4, F � 2. r. ACCORDANCE WITH I + SECTION 33 39 20 , •s, ;" �" x E" SLOPE BENCH — I PIPE CONNECTION IN EMBEDMENT SHALL BE TOWARDS` •� 1,�• �. +�.� • " I t: q,r= ACCORDANCE WITH SAME AS MAIN (TYP.) DOWNSTREAM :• �' SECTION 33 39 10 PER SECTION 33 05 10 11N GROUT w�. DIRECTION I " •� _ , a +2 F g, + ,0. 4, 41 + AROUND x. + + r.: »;Yv.n PROVIDE 3/4 I PIPE n, r n w' DEPTH INVERT PENETRAl10N <, _ r f.. w. .� .... �'" •5;Sze •: ,"°;.� , .�,d•°F;. ; • .r". ;r,;. "' .,� � `� � . " a . { • 5," y ��. �' i."x °r "'"r ` ' x �"" _ , MIN. "s• / .5 ss A ,:. • .�� 12" MIN. v nw / _?�..../�" �'" ..S.N F .✓S5 •i �....}Y• ( 3j,,.....� s �.....-1 f, o _s ",. s v. \ ,s` ' � [ • ,'` � •,� �. �:� �•:. Asa-?' Y �"�:, •' �:.,-''r"�" � j f 4, >T 4 ADJUST GROAT INVERT y' "" �� Y�e . � ` t ` � W/OFFSET TO MATCH PIPE''�'f ixT... n .... FLOWLINE AS NEEDED 6" MIN. 8" MIN.— I�, •.. `. �� � ''�"\/� �'`` `.r' CRUSHED ROCK BELOW -- 8" MIN.— UNDISTURBED MANHOLE BASE (TYP.) EARTH PER SECTION 33 05 10 ForerWoRTH ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION CITY OF FORT WORTH, TEXAS �1ail�I117ANQ&-fil�IkrilX&,2kTh21:11►►,1i1 I:us] 1 DATE 08/13/2024 no I- Ld nz J QC4 Q NOTES: 1, MANHOLE TOP SHALL BE PER MANHOLE FRAME, COVER AND GRADE RING DETAIL AS INDICATED IN THE DRAWINGS. 2. CLSM OR CSS BACKFILL AROUND DROP PIPING SHALL BE A MINIMUM OF 24" IN ALL DIRECTIONS. REFER TO MANHOLE FRAME, COVER AND GRADE 3. NO PLUG SHALL BE PLACED ON TEE. RING DETAIL. 4. ALL DROP MANHOLES SHALL REQUIRE CORROSION PROTECTION. zxf \\�\���\��\\\��\\��\�\��\\\��\�\��•��:��` �`-•��: s �,�,����.'����� •.,���{ are ��:��.��N.� �\�\\4 v aA ..• �. ,y. � �. .�. .�- °�,- ,F. �j1- .y Jt. �� .yF. .G. •� ,�.. � .2. .,'. - ,: •i�oFr'' ih ", y, ' "�• �� .�. ,�,. + .`¢. 4 dr �. �. �, m� ry. �• r�, of ��` r� .�, ,�.. a�, s� ��.'a % . ,�; . �s ^ � „ "�'. �.�".'•""? .�. .z. �. .;. ,2 2- • REFER TO PAVEMENT + z, ¢. 4- s° �5 ' : k �� : �. + i REPAIR AROUND + w +� .,.. �. ° 1 N 1 r �.` _ � �. 4 �. MANHOLE DETAIL. ° p. .k, < .e .ra,. sr f, "Pe 4 i• + . ' ,� N JP- " " "! „ °� •¢' •¢• °'• + + < , + + + + •!., 'v ' 4 ..{E °€g �. 41 +CRUSHED ROCK t. �. 4. + + �, i_ . f EMBEDMENT PER f, F, �• 4 y < r• J SECTION 33 05 10 ,. h,. " A. + M + + + Y1+9 J �', \( rV'�' V �'` 7 \ ' \� 7 ... "z, + ..�`v .�5. + .ij. ^ � � ..� :-f r s ti r •tui�:�a •t•-, 1-0--MAX." .s. .g, f. .. t. .�..w .5 SDR-26 + r° .. + SWEEP TEE I I r' �., ,f° , . ..y.. ..y . " + EXCAVATION LIMITS CLSM OR CSS DROP PIPE EMBEDMENT PER SECTION 33 05 10 REVISED:12-01-2021 � Al OprpWOpATl 3339 10/20-D208 . e haLff TBPELS ENGINEERING FIRM #312 SOUTH POINT r CONSTRUCTORS NEEDS SPC RELEASE FOR CONSTRUCTION + + 3.. 4. + q, :£ + .r,. 7 ' Y7 V,v `7.. 1 Ab of + �. r° �, r y� bra �"f v�r '( ? •;•l- '�% e gY , 9 p + �� .;• •�� T/ 'fir <:y �. w + 3.. 41. '7 7v •� I r STANDARD 7 V 7' 7 4. Q spy V V 7 r' � .�. + " r• V w; cn ? « ,,� f MANHOLE PER 33 T"", Y7 • `" 7 ,p, T", . ' .c ".. ... 39 10/20—D208 GROUT FILL TROUGH '4F e s 1 c . " TO DIRECT FLOW . + 4.++ F" 4 VERTICAL TO TOP 4- + + + r" 4" `�.. N " I ". POINT OF PIPE :y F. ," �j Z7 1 -I � .} �. F 41 r 'C" V "r �t. �. v. �• t7 •fir z7' � .. �r � � y ply ��. .'y. �•r V7 SDR-26 .s .a. ..e. ..e ..e. .,r.. �. a. �' F 's 7 P `7 9 '7 `7 : + + + + + + + + + + + + + + ❑v❑❑❑❑v❑❑❑❑•.: + + + + + + + + ❑v❑v❑❑vv ... .. .... .. ............ ... • +AA CITY OF FORT WORTH, TEXAS STANDARD 4' DIAMETER DROP SANITARY SEINER MANHOLE REVISED: 10-15-2021 I 3339 10/20-D209 SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS D208 & D209 File Name: SEC-S00-10-UT-33518.dgn Status: RFC Date: 08/13/2024 Sheet: 19 OF 21 ® �� F%9�0o�0 ° °°° ... RONALD G. KING X0 Q°°°°°°°°°°°°° o. 81073 O �� < O �° Tc EN p��®s/° ® ANAL �® oo 08/13/2024 Texas © 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN CLM STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 Department of Transportotion FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33518 P Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C O H U1 M M O H O O U W O 00 n) 00 O U CL O O � M Q O rn IzzlM N N �(31 Ln O C.i I PRE —CAST CAST —IN —PLACE ACCEPTABLE BACKFILL I AROUND MANHOLE REFER TO MANHOLE FRAME, COVER AND GRADE PER SECTION 33 05 10 RING DETAIL. REFER TO PAVEMENT REPAIR AROUND MANHOLE DETAIL. 13' PRE —CAST I i,` Fe y z• FLAT TOPS pFC:'° `v" I <;�, PRE —CAST OR h CAST —IN —PLACE MANHOLE ri 4'—O" DIA. 48" OR t °`Y' y' PER 33 39 10/20—D208 LESS ' x° I � PROVIDE 3/4 ""A m„,��� r DEPTH INVERT � � �•AY..� :-ic-•-Tr.� , c • c r err - .^'��• ; p &Iff WORT ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION r�• ,:/�. A�.�"' ' ? .r&�: - q.. 5 r rz ,•k.i - ; 31 ["fir' (�..r� .f ` ,�� , `' =`b^� F ��; ..._,• `; "����:f�: 12" MIN. ii�►j[t 6" MIN.�� CRUSHED ROCK BELOW MANHOLE BASE (TYP.) PER SECTION 33 05 10 — 8" MINI 8" MIN. 15 12" MIN. ADJUST GROUT INVERT — NOTES: W/OFFSET TO MATCH PIPE 1• MANHOLE TOP SHALL BE PER MANHOLE FRAME, FLOWLINE AS NEEDED COVER AND GRADE RING DETAIL AS INDICATED IN THE DRAWINGS. 2. IF SOIL CONDITIONS OR GROUND WATER PREVENT USE OF COARSE AGGREGATE BASE A 2—INCH MUD SLAB MAY BE SUBSTITUTED. 3. SHALLOW MANHOLES SHALL ONLY BE INSTALLED WHEN APPROVED BY THE WATER DEPARTMENT. CITY OF FORT WORTH, TEXAS REVISED: 12-01-2021 SHALLOW SANITARY SEWER MANHOLE 3339 1n/20-D2'1 n DATE 08/13/2024 NOR MEN TBPELS ha�fF, SOUTH"POINT CONSTRUCTORS — 12" CITY OF FORT WORTH — 6" RIGHT—OF—WAY STD. CLEANOUT W/CAST �► IRON OR POLYETHYLENE w c� j ::�.:Rx,',. # 3 LINE CAP J I ,\ o O " BAR 14S 4" CONCRETE Q a COLD JOINT Q I S ` o COLLAR REQUIRED NOTES: 1. PIPE AND FITTINGS MUST BE SDR-26 PVC OR DUCTILE IRON WITH CERAMIC EPDXY LINING AS INDICATED IN THE DRAWINGS. 2. PROVIDE RUBBER SLEEVE COUPLINGS WITH STAINLESS STEEL DOUBLE —BAND REPAIR SLEEVES TO CONNECT TO EXISTING SERVICE. TIGHTEN SLEEVES TO THE TORQUE RECOMMENDED BY THE STANDARD MANUFACTURER. CONCRETE COLLAR PARKWAY J"/FT. 3. CONCRETE ENCASEMENT PER SECTION 03 30 00. [PLAN VIEW) `� "�` c `' d ., . m° ,.4. SEWER SERVICE SHALL INCLUDE ALL '; . � .e. •. .a ." 1¢. ,. �... .,. " < .'-„ -�Yd L��.1'�65 `k 2'�d�F P )k 5. x'r•5' z" re'l,n v ,°,'-hr. APPURTENANCES FROM SEWER MAIN UP TO AND '' ' s• `` § ' ACCEPTABLE `` �' INCLUDING RUBBER SLEEVE COUPLING OR PLUG. FOR NEW �.." s x• � �� .� .u. � � �• � � �. �. � „re, ;..:, •;, ,,, DEVELOPMENT, CAP `� '`n > :, h n'` . $ACKFILL PER x w h \ ; ``` " 5. THE LONG DIMENSION OF THE CONCRETE x .t z rs .p ,� .._, 4• . v °9 '� •+. .i, . z • •,' ,-n...•F 5. .. RISER 1' BELOW k `, a. m w;L� ay' , y z as a ` y a"� s SECTION 33 05 10 �' ",k'" '",f,"' ;f" • CLEANOUT COLLAR SHOULD BE PARALLEL TO THE GRADE (CAST IRON). ,. dy . ,• n. , ". .. 4• rr N h x'" "•,`xY °'.,.' STREET. �•3• P F 6• •:• 3 x• C h' . 'z• •U 4 'S 5 M ••i' G• x •S. MARK W/RED VINYL V - �• k F's h. •o . CONCRETE ENCASEMENT TAPE 3" WIDE & 6" 3.SM SE m" , ` °�"n`` '''';''my" ' °" PER SECTION 03 30 OO ABOVE GROUND k• ` __ . • y SEWER SERVICE MATERIAL 2• •z, ^`4, 4, m 3• 4• .rr g- a- ,7 �. i• •x. aY 'b 5: 4r w,' •b m }. .H - �. • .,+i zr b •.� �- } �. . a a y n s. AS INDICATED IN P RUBBER SLEEVE COUPLING <r- , `� ri F x m '•g « EXTEND CONCRETE "� n s N m w DRAWINGS, SLOPE VARIES. REQUIRED IF EXISTING--�y %' ..`: ; . ; ' .;r.. �` K' dF `� ` ENCASEMENT 6" MIN. C ,: i 'r .k :• *1 r�. ^.Y �• ac SERVICE IS PRESENT. : rr ���� " •" " FROM BOTH ENDS OF OTHERWISE PLUG END. "rr"'." '' �'�' `":;.cA''' `�"'`"� g"� "n'°'�' 2—WAY CLEANOUT TEE � •3 @ F l @•�'•„' , ; - •." l'• c 4 �.5. n .r .• v •: ., -s •r q, �. .y. u, -h b V; •y a c w: s c' re' 4• r' a n x a s x 5- a N ro' y a a- 3 a. a -' r d• z••• & F,4 ' ... .•µ'. , a m ?• k a ; re• •<.� a• x •v rx e• •s x• � ;• r O J- °',y ..J n.V h s. .y. .q ...w • d •!• ,c• v •k n' F m s`^Y'4•* i WAY CLEANOUT .._. � ' l'F ti , •� r�-e 7, � EAf�QL1T TEE w • � x:� s: 4wf:t 6" MIN, # d Yf 1 nA. `.P x• 2:"5e-x fu' 5'C 7: HL ,;, •� �,`''• -::' `�;. r''• g .,�� €. •., STANDARD TEE f EXIST, OR PROP. 6" MIN. SEWER SVC ✓r'' CRUSHED ROCK J 5" MIN. }f EMBEDMENT PER } `' SECTION 33 05 10 STAINLESS STEEL BOLTS POLYETHYLENE r 1.5" � f o—RING IU UI POLYETHYLENE 7.5" ) PVC PVC CIL ANOUT W/S.S. BOLTS AND POLYETHYLENE LID FOR UN —PAVED AREAS NEEDS SPC RELEASE FOR CONSTRUCTION PVC J" STAINLESS STEEL BOLTS CAST IRON E O—RING Iir U .0 I CAST IRON I 7'5" PIPE BELL OR RUBBER SLEEVE COUPLING CAST IRON CLEANOUT W/S.S. BOLTS AND C.I. LID FOR PAVFQ AREAS PVC OR DIP FoRTWo RIGHT—OF—WAY LINE SIDEWALK DRIVI w CAST IRON CLEANOUT W/LID AND CONCRETE w COLLAR MUST BE COMPLETELY INSIDE SIDEWALK SIDEVALK DRIVEWAY CURB & APPROACH GUTTER STREET CLEANOUT LOCATION. WHa NECESSARY. IN DRIVEWAY CITY OF FORT WORTH, TEXAS SANITARY SEWER SERVICE SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS D210 & D214 File Name: SEC-S00-10-UT-33519.dgn Status: RFC Date: 08/13/2024 Sheet: 20 OF 21 rn � o J �w aV3 w tr7 O POLYETHYLENE CLEANOUT W/LID AND CONCRETE COLLAR MUST BE COMPLETELY OUTSIDE OF SIDEWALK RIGHT—OF—WAY LINE CURB & GUTTER STREET STANDARD CLEANOUT LOCATION WHEN SEWER MAIN GRADE IS 3% OR GREATER REVISED- 09-16-2021 33 31 50-D214 0 F���� �P °°°°°°°°°°°°°° RONALD G. KING 81073 4 �° TC E N oNAL oo 08/13/2024 qR Texas 'ArU 2024 DESIGNED FED.RD. DIV.NO. RGK 6 DRAWN CLM STATE CHECKED TEXAS LMH CONTROL APPROVED RGK 0008 Department of Transportation FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH TARRANT SECTION JOB 13 125, etc HIGHWAY NO. 1-820 SHEET NO. S00-UT-33519 90 onouoignEnvelope ID: 1AF14556E772-420B-s4C1-6AAo3os5897C NOTES: /y x1. THIS DETAIL TO BE USED ONLY WHERE / SPECIFIED ON THE DRAWINGS IN COMBINATION WITH PROPOSED ' MANHOLE OR VAULT IN THE SAME ' LOCATION. X BARS TYPICAL 2. ONLY FLAT TOP MANHOLES SHALL BE ALLOWED FOR UNIMPROVED SURFACES, CONE MANHOLES WILL NOT BE / ^ ` ALLOWED. ' 3. ALL MEASUREMENTS ARE TYPICAL FOR ` ALL SIDES OF MANHOLE/VAULTL|D ASSEMBLY. 4. MANHOLE FLATTOP SHALL EXTEND 6" / MIN. TO 24~ MAX. ABOVE HIGHEST / ADJACENT UNIMPROVED SURFACE . ' WHEN RAISED MANHOLE IS INDICATED 2MIN ' IN THE DRAWINGS. ( \/ ,//r 5. PROVIDE REINFORCEMENT TYING DISTANCE (TYP / COLLAR TO MANHOLE. 6. WHERE POSSIBLE, RING AND FRAME MAY BE INTEGRALLY CAST INTO FLAT qN. TOP' PROVIDED ALL OTHER SPACING | / REQUIREMENTS ARE WET. ` 7. WHEN SPECIFIED IN PLANS, CONCRETE COLLARS SHALL BE POURED TO EXTENTS OF CONCRETE FLATTOP. / 8. MANHOLE SHALL BE FLUSH WHEN IN / PAVED AREAS OR AS INDICATED ON ' THE DRAWINGS. Q. CONCRETE COLLAR IS A SEPARATE / PAY ITEM IN UNIMPROVED AREAS. EXTENTS OF MANHOLE �-EXISTING AN V|EV UNIMPROVED SURFACE CONCRETE REFER TO MANHOLE - -''' COLLAR FRAME, COVER AND f�' CHAMFER GRADE RING DETAIL. (24 MAX./REQUIRED TYP.) J. 1' MIN. ACCEPTABLE ,z BACKFILL OR 6" MI CSS OR CLSM AS REQUIRED BY DRAWINGS -.^-MANHOLE ARS ' ' ' �DRILLED|NTO ' ~ OR VAULT PER MANHOLE CONE ` ~ DRAWINGS ^ � MIN. BOTH ` ^ + +/�, 0REC�ONS, SEE~~ NOTE '-- - -' ��|��� ���`T|�lN N�VU /`r`/���-�� SECTION v/�-,v CONCRETE REFER TO MANHOLE 11 TOP -SOIL COLLAR FRAME, COVER AND GRADE RING DETAIL. REQUIRED V. MANHOLE OR VAULT PER DRAWINGS INTO MANHOLE CONE 3" 41 MIN. BOTH DIREC SEE NOTE 6 1' MIN. ACCEPTABLE FLUSH SECTION VIEW OR CLSM AS REQUIRED BY DRAWINGS PER SECTION 33 05 10 Fou WoRTH��|����������8��TW T �PJ|��[l'10-1��O�1 CITY _. FORT ''_.'..., TEXAS �'_..___�- �- _-_� �� �N~��.�� W�'��N�0N����@���' SEWER MANHOLE ���Q�0N_���.N �� N-N����N TOP SANITARY ����1�1���N�� N1�N��^N��N-�������� '�^� d�J� �^� ��^�� 4� 0NU�N����U�����N� ��NNU�������� �� �� 0�-N�� 0� ���NN����������� �����J���� ISSUE RECORD NO. DESCRIPTION 0 RELEASED FOR CONSTRUCTION DATE U8/I3/2O24 NOR MEN ... haLff /apsusENGINEERING FIRM #31z SOUTH A POINT CONSTRUCTORS LIFTING BOX WATER VU�T��_T|���T �|N���� —TIGHT / ////v^��-�/ FRAkJE AND COVER STANDARD FRAME AND [`OVER NEEDS SPC RELEASE FOR CONSTRUCTION NOTES: 1. PROVIDE HINGED FRAME AND COVER WHERE INDICATED IN THE DRAWINGS, ON DETAILS OR IN SPECIFICATIONS. 2. COVERS SHALL BE INTEGRALLY MARKED INDICATING ^WATER^ OR "SANITARY SEWER" AS DESIGNATED ALONG WITH FORT WORTH LOGO PER SECTION 33 05 13. 3. ALL FRAMES AND COVERS SHALL REQUIRE A WATER -TIGHT GASKET. 4. FOR WATER AND SANITARY SEWER, ALL TYPES OF FRAMES SHALL ALLOW W|N|WUW 30-|NCH OPENING, UNLESS OTHERWISE SPECIFIED IN THE DRAWINGS. 5. CAST IRON HINGED LIDS SHALL BE REQUIRED FOR ALL SANITARY SEWER MANHOLES WITH A R|k4 ELEVATION GREATER THAN 12-INCHES ABOVE NATURAL GROUND. 6. DO NOT WIPE JOINTS OR GRADE RINGS WITH GROUT, MORTAR DR CEMENT. REFER TO PAVEMENT REPAIR AROUND MANHOLE DETAIL, AS REQUIRED COLLAR SHALL EXTEND AT LEAST 3~ MIN. �� BELOW MANHOLE TOP - "--' CIRCULAR FORM-�' �..� 7. THE MAXIMUM HEIGHT OF GRADE RINGS MAY EXCEED 12-INCHES WHEN APPROVED BY THE PROJECT MANAGER FOR THE CITY TO ALLOW FOR PAVEMENT DEPTH AND PAVEMENT CONSTRUCTION. THE MAXIMUM HEIGHT OF THE NARROW PART OF THE MANHOLE SHALL NOT EXCEED 24-INCHES REGARDLESS OF THE HEIGHT OF GRADE RINGS. 8. MANHOLES SHALL NOT PROTRUDE ABOVE GRADE MORE THAN 24-INCHES. Q. MANHOLES IN PAVEMENT SHALL BE ORIENTED SO THE HINGE IS TOWARD ONCOMING TRAFFIC. 10. CONCRETE GRADE RINGS ARE NOT PERMITTED, GRADE RINGS SHALL BE AS APPROVED. 11. IN LIEU OF GRADE RINGS, CIRCULAR FORMS. "3ONO-TUBE'". MAYBE USED. IF COVER IS IN PAVEMENT, ORIENT HINGE TOWARD ONCOMING TRAFFIC [silk ���A �°-----101.----�~ 317 3-1/2"-~~ ~~- ''I M/�11 - /2021 MAXIMUM OF 3 < GRADE RINGS C-4 ALLOWED MANHOLE OR VAULT--/* PER DRAWINGS 30" CLEAR MIN. 2-ROWS ADHESIVE, TYP. PER GRADE __�_�RING MANUFACTURER ��|T�������T�8��T�� lF CITY ~°, FORT ",~~.^.^., ^^-^~'^~~ ����N���� SEWER MANHOLE ���N�� ���NN��0 ������������������ , COVER AND GRADE RINGS SOUTHEAST CONNECTOR PROJECT UTILITIES DETAILS [��1 � J� K��� � ������ �� ^�u��� File Name: SEC'SU0'I0'UT'33520.dgn Status: RFC Date: O8/I3/Z024 21 OF2l �PJ|���' 1�-01-7M01 REVISED- �__� ___� 33 05 13 D219 osSIsmso pso.no. ox/m0. RGK onAwm | ~ CLM STATE cHscxso TEXAS LMH CONTROL Appnnvso RGK | 0008 FEDERAL AID PROJECT NO. F-2022(675) DISTRICT COUNTY FT. WORTH T4RR4NT SECTION ]O8 13 l25'etc HIGHWAY NO. |'820 SHEET NO. �����-UU7������� ^��^^^ �� / ������^ N� Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SO[ITH"FOINT IH820 Southeast Connector Project CON:_D'TFi TC TC'_1FS IQP-XX2 QA Review Rev: 2.0 1 Rev Date: Dec 2022 SEC-SUBD-0687 RFC City of Fort Worth Water Package 10A Submittal Date: 08-22-2024 Package Description: Reviewer: Clinton Krnavek Closeout Date: 08-25-2024 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: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SQUTHOPQINT IH820 Southeast Connector Project CONSTRUCTORS IQP-XX2 QA Review Rev: 2.0 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 N 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: CL�John Kiser, P.E. 2024.08.26 08 26 2024 11:16:01-05'00' QA P M or Qualified Representative Date IQP-XX2 QA Review Revision Number: 2.0 Revison Date: Dec 2022 Page 2 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C IH 820 SE Connector Project Design Package Title: SEC-SUBD-0687 RFC City of Fort Worth Water Package 10A Submittal Stage: nPreliminary n Final PSQAF Line Item I Document & No. Sheet No. Comment No comments Kev: z.0 Rev Date: 12/08/22 IQP-XX2 Comment Resolution Form Page No: Iv IRFC I Date: 08/25/2024 I 1 South -Point Constructors Comment Reviewer Disposition Response Comment / Resolution Incorp. SOUTH:]pOJHT CONS'MUM*ORS Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTHOPOINT Southeast Connector Project CONSTRUCTORS IQP-XX1 CAA Verification Rev: 1.0 1 Rev Date: May 2022 Package Description: SEC-SUBD-0687 RFC City of Fort Worth Water Package 10A Professional Services Quality Assurance Manager (PSQAM) Verification: PSQAM has verified that documentation for this pa�Ym resented by the PSQCM, has followed design QC procedures as described in the PSQMP. This pack d vie pr���Orprpent. 2024.08.26 8 / 26 / 2024 or QualifiedI epresIn' ative Date Note: Please transmit this Signature Page along with the deliverable(s). Professional Services Quality Assurance Manager (PSQAM) Certification: PSQAM certifies that the required quality check and review activities have been completed, the agreed upon comments are resolved and verified, and the package satisfies PSQMP requirements. C�CL�---John Kiser, P.E. 2024.08.26 8 26 2024 11 •1 )'a4-o5,nn, PS AM or Qualified Representative Date IQP-XX1 QA Verification Revision Number: 1.0 Revision Date: May 2022 Page 1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SO[ITH"FOINT IH820 Southeast Connector Project CON:_D'TFi TC TC'_1FS IQP-XX2 QA Review Rev: 2.0 1 Rev Date: Dec 2022 SEC-SUBD-0694 RFC City of Fort Worth Sewer Package 106 Submittal Date: 09-03-2024 Package Description: Reviewer: Clinton Krnavek Closeout Date: 09-04-2024 Part 1 - PSQC ITEMS SUBMITTED FOR QA REVIEW Item Review Item Reference Status' Remarks 1 Software Validation QCP-03.01 N 2 Spreadsheet Validation QCP-03.02 N 3 Quality Discipline Review (QC) - Check Prints, Comment QCP-03.03 C Resolutions, and/or Supporting Calculations 4 Clean Copy QCP-03.03 C 5 Design Checklist -All Drawings QCP-03.03 C 6 Design Checklist - Aesthetics and Landscaping QCP-03.03 N 7 Design Checklist - Bridge - Abutments QCP-03.03 N 8 Design Checklist - Bridge - Bridge Layouts QCP-03.03 N 9 Design Checklist - Bridge - Foundation Layouts QCP-03.03 N 10 Design Checklist - Bridge - Inv-T Bent QCP-03.03 N 11 Design Checklist - Bridge - Pstr Grdr Superstructure QCP-03.03 N 12 Design Checklist - Bridge - Steel Grdr Superstructure QCP-03.03 N 13 Design Checklist - Bridge - Typical Interior Bent QCP-03.03 N 14 Design Checklist - Drainage QCP-03.03 N 15 Design Checklist - Environmental Compliance QCP-03.17 C 16 Design Checklist - Geotech - Bridge Foundations QCP-03.03 N 17 Design Checklist - Geotech - Instrumentation Plan QCP-03.03 N 18 Design Checklist - Geotech - Misc. Foundations QCP-03.03 N 19 Design Checklist - Geotech - Seismic Analysis QCP-03.03 N 20 Design Checklist - Geotech - Walls Embankments RSS QCP-03.03 N 21 Design Checklist - Illumination QCP-03.03 N 22 Design Checklist - ITS QCP-03.03 N 23 Design Checklist - Noise Walls QCP-03.03 N 24 Design Checklist - Roadway QCP-03.03 N 25 Design Checklist - Signalization QCP-03.03 N 26 Design Checklist - Signing/Striping QCP-03.03 N 27 Design Checklist - Traffic Control QCP-03.03 N 28 Design Checklist - Utility Adjustments QCP-28 C 29 Design Checklist - Walls QCP-03.03 N 30 Existing Surface QC Review Checklist QCP-03.04 N 31 QCP-03.05 FRM1 Software Input Check Form QCP-03.05 N 32 QCP-03.06 FRM1 CAD Compliance Form QCP-03.06 C IQP-XX2 QA Review Revision Number: 2.0 Revison Date: Dec 2022 Page 1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SQUTHOPQINT IH820 Southeast Connector Project CONSTRUCTORS IIQP-XX2 QA Review Rev: 2.0 1 Rev Date: Dec 2022 33 QCP-03.07 QC Model Checklist — Bridges QCP-03.07 N 34 QCP-03.07 QC Model Checklist — Design Surfaces QCP-03.07 N 35 QCP-03.07 QC Model Checklist — Roadway QCP-03.07 N 36 QCP-03.07 QC Model Checklist — Utility and Drainage QCP-03.07 N 37 QCP-03.07 QC Model Checklist — Walls QCP-03.07 N 38 QCP-03.07 QC Model Checklist - Traffic and Signing QCP-03.07 N 39 QCP-03.07 FRM1 Mdl. Qual. Review Sum. Doc.(MQRSD) QCP-03.07 N 40 QCP-03.08 FRM1 - IDC Comment Sheet QCP-03.08 N 41 QCP-03.09 FRM1 - IDR/CR Signoff Form QCP-03.09 C 42 IDR Bluebeam Studio Session Record QCP-03.09 C 43 QCP-3.09 FRM2 IDR/CR Deferred Comment Form QCP-03.09 N 44 QCP-3.11 FRM1 Comment Resolution Form QCP-03.11 C 45 QCP-03.13 FRM1 PSQCM Certificate of Compliance QCP-03.13 C 46 Request for Deviation (RFD) (if any) QCP-03.14 N 47 Design Manager Certification QCP-03.13 C 48 Pre -Submittal Workshop Meeting Minutes QCP-04 N 49 PSQAM Certification (Form IQP-XX1 QA Verification) QCP-06, QCP-08 C 50 TxDOT Written Concurrence/Approval QCP-08 N (1) Status code: C = Complete; I = Incomplete; N = Not Included Professional Services Quality Assurance Manager (PSQAM) or Qualified Representative: John Kiser, P.E. 2024.09.04 09 / 04 13:44:48-05'00' PSQAM or Qualified Representative Date 2024 IQP-XX2 QA Review Revision Number: 2.0 Revison Date: Dec 2022 Page 2 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C IH 820 SE Connector Project Design Package Title: SEC-SUBD-0694 RFC CITY of Fort Worth Sewer Package 10B Submittal Stage: nPreliminary n Final PSQAF Line Item I Document & No. Sheet No. Comment No comments Kev: z.0 Rev Date: 12/08/22 IQP-XX2 Comment Resolution Form Page No: I v I RFC I Date: 9-4-2024 I 1 South -Point Constructors Comment Reviewer Disposition Response Comment / Resolution Incorp. SovTHrPOINT COMYRU[: I'ORS Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTHOPOINT Southeast Connector Project CONSTRUCTORS IQP-XX1 CAA Verification Rev: 1.0 1 Rev Date: May 2022 Package Description: SEC-SUBD-0694 RFC City of Fort Worth Sewer Package 10B Professional Services Quality Assurance Manager (PSQAM) Verification: PSQAM has verified that documentation for this packae, as presented by the PSQCM, has followed design QC procedures as described in the PSQMP. This packag?-advir�r�Pr�rent. 2024.09.04 9 /4 /2024 or QuBlifiecf FVpRA86tive 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 requirernents. Q�CL�--'John Kiser, P.E. 2024.09.04 9 4 2024 q-4--,-?Ft-n-,-no- P816M or Qualified Representative Date IQP-XX1 QA Verification Revision Number: 1.0 Revision Date: May 2022 Page 1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTH:POINT CONSTRUCTORS Utility Adi ustment Agreement Section 6. Cost Estimates SEC-U-0520-10 Page 1 of 1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C City of Fort Worth (Relocations 1114, 1127 & 3111) Eligibility Ratio of 100% (Total Construction Cost 1 $790,804.001 Total Indirect Costs to SPC 1 $330,222.991 Total Indirect Costs to City of Fort Worth 1 $147,200.001 Total Easement Costs 1 $23,565.001 (Total Cost for Utility Relocation 1 $1,291,791.991 (Salvage Value 1 $1.001 (Estimated Amount to Ultimately be Paid by SPC 1 $1,291,790.991 Estimated Amount to Ultimately be Paid by City of Fort Worth $0.00� Eligibility Ratio 100% Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C Southeast Connector Project South -Point Constructors, J.V. Utility Adjustment Cost Estimate Relocation ID 1114 I Line Item I Buy America I Description 1 4" PVC WL 2 X 4" DIP WL 3 6" PVC WL 4 8" DR 14 PVC (Open Cut) 5 X 8" DIP 6 X 6" Gate Valve 7 X 8" Gate Valve 8 X Install Fire Hydrant Assembly 9 1" Water Service Complete Install 10 2" Water Service Complete Install 11 Connect to Exist 6" 12 Above Ground Marker 13 Cut/Plug Exist 6" 14 Abandon 2.25" WL 15 Abandon 6" WL 16 Rem & Salvage WM 17 Rem & Salvage 8" Gate Valve 18 Rem & Salvage FH 19 Remove Exist CC/HMAC Paving RELOCATION CONSTRUCTION SUBTOTAL 1 8" DR 14 PVC (Open Cut) 2 X 8" DIP 3 6" DR14 PVC 4 X 6" Gate Valve 5 X 8" Gate Valve 6 X Install FH Assembly 7 1" Water Service 8 Install Above Ground Marker 9 Connect to Exist 8" 10 Cut/Plug Exist 6" 11 Cut/Plug Exist 8" 12 Abandon 6" WL 13 Abandon 8" WL 14 Rem & Salvage 6" GV 15 Rem & Salvage WM RELOCATION CONSTRUCTION SUBTOTAL 1 MOBILIZATION DB CONTRACTOR CONSTRUCTION SUBTOTAL DB CONTRACTOR PROFESSIONAL SERVICES 1 DESIGN AND AS-BUILTS WATER (HALFF) 2 DB CONTRACTOR RELOCATION RELATED COST* IDB CONTRACTOR PROFESSIONAL SERVICES SUBTOTAL EASEMENT COSTS 1 PARCEL 515 - Easement Costs 2 PARCEL 516 - Easement Costs 3 PARCEL 517 - Easement Costs I (EASEMENT COSTS SUBTOTAL OWNER PROFESSIONAL SERVICES 1 UTILITY OWNER PLAN REVIEW 2 UTILITY OWNER INSPECTION 3 UTILITY OWNER POST-RELO & FINAL GRADE ADJUSTMENT OWNER PROFESSIONAL SERVICES SUBTOTAL NOTES SECTION * "DB Contractor Relocation Related Cost" subtotal is a percentage of the sum of construction subtotal plus design Utility Owner: Fort Worth J U-Number: SEC-U-0520-10 Relocation ID's 1114 & 1127 Utility Type: Water Eligibility Ratio: 100% Date Prepared: 8/21/2024 1 Prepared By: Nick Bjergo Unit I y LF $ 270.00 201 $ 54,270.00 LF $ 280.00 26 $ 7,280.00 LF $ 290.00 14 $ 4,060.00 LF $ 330.00 40 $ 13,200.00 LF $ 350.00 15 $ 5,250.00 EA $ 3,000.00 1 $ 3,000.00 EA $ 3,900.00 1 $ 3,900.00 EA $ 10,000.00 1 $ 10,000.00 EA $ 8,500.00 4 $ 34,000.00 EA $ 9,500.00 1 $ 9,500.00 EA $ 8,000.00 1 $ 8,000.00 EA $ 150.00 2 $ 300.00 EA $ 2,000.00 1 $ 2,000.00 LF $ 14.00 203 $ 2,842.00 LF $ 18.00 86 $ 1,548.00 EA $ 1,000.00 4 $ 4,000.00 EA $ 900.00 1 $ 900.00 EA $ 1,000.00 1 $ 1,000.00 SY $ 30.00 95 $ 2,850.00 SUBTOTALS: $ 167,900.00 LF $ 330.00 54 $ 17,820.00 LF $ 350.00 10 $ 3,500.00 LF $ 290.00 255 $ 73,950.00 EA $ 3,000.00 3 $ 9,000.00 EA $ 3,900.00 2 $ 7,800.00 EA $ 10,000.00 1 $ 10,000.00 EA $ 8,500.00 1 $ 8,500.00 EA $ 150.00 3 $ 450.00 EA $ 8,200.00 2 $ 16,400.00 EA $ 2,000.00 1 $ 2,000.00 EA $ 2,000.00 1 $ 2,000.00 LF $ 18.00 35 $ 630.00 LF $ 24.00 46 $ 1,104.00 EA $ 900.00 1 $ 900.00 EA $ 1,000.00 1 $ 1,000.00 SUBTOTALS: $ 155,054.00 EA $ 10,500.00 1 $ 10,500.00 SUBTOTALS: $ 10,500.00 $ 333,454.00 LF $ 54.61 615.00 $ 33,585.15 % 27.9% $ 367,039.15 $ 102,403.92 SUBTOTALS: $ 135,989.07 SF $ 15.00 596.00 $ 8,940.00 SF $ 15.00 758.00 $ 11,370.00 SF $ 15.00 217.00 $ 3,255.00 SUBTOTALS: $ 23,565.00 HRS $ 320.00 40 $ 12,800.00 HRS $ 320.00 150 $ 48,000.00 HRS $ 320.00 40 $ 12,800.00 SUBTOTALS: $ 73,600.00 Grand Total: $ 566,608.07 Less Salvage Credit: $ 1.00 Less Betterment $ - Adjusted Grand Total: $ 566,607.07 Elig. Ratio (% SPC Pays) 100.00% SPC Subtotal: $ 566,607.07 Utility Owner Subtotal: $ - Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C Southeast Connector Project South -Point Constructors, J.V. Utility Adjustment Cost Estimate I Relocation ID Line Item I Buy America I Description I 1 8" SDR PVC (Open Cut) I 2 X 8" DIP w/ P401 I 3 Concrete Encasement I 4 X 4' DIA Manhole I 5 X 4' DIA Manhole (Drop) I 6 Epoxy Liner I 7 trench Water Stop I 8 Connect to Exist 4" Service I 9 Cut & Plug EX 6" I 10 Rem/Salvage MH Frame Cover I 11 Abandon EX MH I 12 Abandon EX 6" Sewer I 13 Pre -CCTV Existing Sewer I 14 Remove Exist CC/HMAC Paving CONSTRUCTION SUBTOTAL 1I (RELOCATION MOBILIZATION DB CONTRACTOR CONSTRUCTION SUBTOTAL DB CONTRACTOR PROFESSIONAL SERVICES I 1 DESIGN AND AS-BUILTS WATER (HALFF) I 2 DB CONTRACTOR RELOCATION RELATED COST* I IDB CONTRACTOR PROFESSIONAL SERVICES SUBTOTAL OWNER PROFESSIONAL SERVICES I 1 UTILITY OWNER PLAN REVIEW I 2 UTILITY OWNER INSPECTION I 3 UTILITY OWNER POST-RELO & FINAL GRADE ADJUSTMENT I (OWNER PROFESSIONAL SERVICES SUBTOTAL NOTES SECTION * "DB Contractor Relocation Related Cost" subtotal is a percentage of the sum of construction subtotal plus design I Utility Owner: IU-Number: Relocation ID's I Utility Type: IEligibility Ratio: (Date Prepared: IPrepared By: Unit I Unit Price LF $ 185.00 LF $ 275.00 LF $ EA $ 15,300.00 EA $ 15,500.00 VF $ 500.00 EA $ 500.00 EA $ 6,000.00 EA $ 2,000.00 EA $ 1,000.00 EA $ 4,000.00 LF $ 22.00 LF $ 3.00 SY $ 30.00 SUBTOTALS: EA $ 10,000.00 SUBTOTALS: LF $ 54.61 % 27.9% $ I SUBTOTALS: I Fort Worth SEC-U-0520-10 3111 Sewer 100% 8/21/2024 I Nick Bjergo I Quantity 775 $ 179 $ 66 $ 7 $ 1 $ 9 $ 1 $ 13 $ 2 $ 3 $ 3 $ 960 $ 960 $ 205 $ 1 $ 954 $ 509,447.94 $ I$ HRS $ 320.00 40 $ HRS $ 320.00 150 $ HRS $ 320.00 40 $ SUBTOTALS: I I $ Grand Total: $ Less Salvage Credit: $ Less Betterment $ Adjusted Grand Total: $ Elig. Ratio (% SPC Pays) SPC Subtotal: Utility Owner Subtotal: Cost 143,375.00 49,225.00 107,100.00 15,500.00 4,500.00 500.00 78,000.00 4,000.00 3,000.00 12,000.00 21,120.00 2,880.00 6,150.00 447,350.00 10,000.00 10,000.00 457,350.00 52,097.94 142,135.98 194,233.92 12,800.00 48,000.00 12,800.00 73,600.00 725,183.92 725,183.92 100.00 % 725,183.92 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement Section 7. TxDOT U-48 Form SEC-U-0520-10 Page 1 of 1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement TxDOT U-48 Form N/A SEC-U-0520-10 Page 1 of 1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Section 8. Utility Joint Use Agreement Form SEC-U-0520-10 Page 1 of 1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTH:POINT CONSTRUCTORS Utility Adiustment Agreement Utility Joint Use Agreement Form N/A SEC-U-0520-10 Page 1 of 1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement Section 9. Affidavit of Property Interests SEC-U-0520-10 Page 1 of 1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement Affidavit of Property Interests N/A SEC-U-0520-10 Page 1 of 1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement Section 10. Utility No Conflict Sign -off Forms SEC-U-0520-10 Page 1 of 1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C �r n= Texas Department of Transportation Form DB-ROW-USO-UM REV 07/2018 Page 1 of 1 Utility Manager: Date plans received: Utility Company: Assembly "U" number: Type of Utilities: Date on Utility's plans: DB Contractor's Utility Manager Utility No Conflict Sign -Off Form Kevin McMinniman, DB Contractor -Authorized Representative On Behalf of the Utilitv Manager 8/13/24, 8/13/24 Citv of Fort Worth SEC-U-0520-10 Water & Wastewater 8/13/24. 8/13/24 No. of sheets in Utility's plans: 22, 21 I, Kevin McMinniman, DB Contractor -Authorized Representative On Behalf of the Utility Manager (UM) working on behalf of the DB Contractor (South -Point Constructors, a Joint Venture) certify that a review of the above referenced Utility Plans concerning the proposed highway improvements on the Southeast Connector Project has been completed and have not identified any conflicts between the Utility's proposed relocation and any existing and/or proposed Utilities. The proposed Utility Plans conform to Title 43 of the Texas Administrative Code, Section 21.31 — 21.56 of the Utility Accommodation Rules. ❑ Check box if any areas of concern and insert comments below: Signed by: VU h6kivau,matfu 09/18/2024 Utility Manager: 1�ATMP7RinlAAA1 (UM) Date Kevin McMinniman DB Contractor -Authorized Representative On Behalf of the Utility Manaeer DocuSigned by: Utility Design Yff hAAJ V' 09/17/2024 Coordinator: AnAn AR7Qn3ndln (UDC) Date Jeffrev Hunter, P.E. Utility Coordination Firm: CSJ En2ineerin2 Associates, LLC This form must be completed/signed and included in each Utility Assembly submitted to the Texas Department of Transportation. Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C Ar— �r Texas Department of Transportation Form DB-ROW-U-USO-UDC REV 07/2018 Page 1 of 1 DB Contractor's Utility Design Coordinator Utility Design Coordinator: Date plans received: Utility Company: Assembly "U" number: Type of Utilities: Date on Utility's plans: Utility No Conflict Sign -Off Form Jeffrev Hunter, P.E. 8/13/24. 8/13/24 Citv of Fort Worth SEC-U-0520-10 Water & Wastewater 8/13/24, 8/13/24 No. of sheets in Utility's plans: 22, 21 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 Coordinator: (UDC) Jeffrev Hunter, P.E. Utility CSJ Enaineerinv Associates, LLC Coordination Firm: 09/17/2024 Date This form must be completed/signed and included in each Utility Assembly submitted to the Texas Department of Transportation. Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement Section 11. Abandonment Letter SEC-U-0520-10 Page 1 of 1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C FORT WORTH. Attn: Mr. David M. Salazar, P.E. From: Chris Harder, P.E. Date: 10/17/2024 Subject: City of Fort Worth Water & Wastewater Facility Abandonment (See P&P Sheets) Relocation IDs 1114 [X-15340, UNKN], 1127 [X-15340, UNKN], 3111 [X- 06178, X-03664] Dear Mr. Salazar, The City of Fort Worth (the "City") recommends that portions of the waterlines not being removed according to the plans be abandoned in place. During the utility relocation process, the permanent vacated facilities to remain and be abandoned in place shall be capped and filled with a minimum of 100 psi grout. Abandoned facilities conflicting with roadway construction shall be removed by others during the construction and excavation stages. Final Record Drawings and Pipe Reports will show removal and abandonment linear footages for this relocation. The City proposes to abandon in place and grout approximately 203 linear feet of existing 2.25" Cl water line (Relocation ID 1114, X-15340) and approximately 92 linear feet of existing 6" Cl water line (Relocation ID 1114, X-UNKN). The 2.25" CI water line (Relocation ID 1114) will be abandoned in place on the west side of IH820 where it runs south/north from approximately IH820 FR Station 550+69 to Purselley Ave. at approximately IH820 FR Station 551+83 then turning north and running under Purselley Ave. to approximately IH820 FR Station 552+49, and the 6" Cl water line (Relocation 1114) will be abandoned in place on the west side of IH820 where it runs south/north under Purselley Ave. from approximately IH820 FR Station 552+24 to approximately IH820 FR Station 553+09. The 2.25" Cl water pipe (Relocation ID 1114) is 64 years old and the age of the 6" Cl water pipe (Relocation ID 1114) is unknown. The City proposes to abandon in place and grout approximately 286 linear feet of existing 8" CI water line (Relocation ID 1127, X-UNKN) and approximately 470 linear feet of 6" Cl water line (Relocation ID 1127, X-15340). The 8" CI water line (Relocation ID 1127) will be abandoned in place on the east side of IH820 where it runs west/east under Woodbine Dr. at approximately IH820 FR Station 548+32, and the 6" Cl water line (Relocation ID 1127) will be abandoned in place where it runs south/north along the east side of IH820 at Woodbine Dr. from approximately Fare %%rth WiV ER DEPARTMENT I I Tw Cm' or Fmr warns • M Uw 3rmr • rr+a. WnarK Tmm 751LR 81 i39ZR214 Fxr $17�925196 10 �+w•rm•�r FrV*Od w mr-W paw Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C FORT WORTH. IH820 FR Station 548+32 to approximately IH820 FR Station 548+63. The age of the 8" CI water pipe (Relocation ID 1127) is unknown and the 6" Cl water pipe is 64 years old. The City proposes to abandon in place and grout approximately 865 linear feet of existing 6" concrete wastewater line and to abandon in place and fill with CLSM three manholes on the west side of IH820 in between Greenlee Dr. and Purselley Ave., said manholes being located as follows: 1. a manhole on the west side of IH820 at approximately IH820 FR Station 543+75; 2. a manhole on the west side of IH820 at approximately IH820 FR Station 548+25; and 3. a manhole on the west side of IH820 at approximately IH820 FR Station 552+05 (Relocation ID 3111, X-06178), and to abandon in place and grout approximately 95 linear feet of 6" concrete wastewater line (Relocation ID 3111, X-03664). The 6" concrete wastewater line (Relocation ID 3111, X-06178) and associated manholes will be abandoned in place on the west side of IH820 where it runs from Greenlee St. to Purselley Ave. starting west to east under Greenlee St. at approximately IH820 FR Station 543+79, then turning to the northeast and running along the west side of IH820 to Purselley Ave. at approximately IH820 FR Station 552+05, and the 6" concrete wastewater line (Relocation ID 3111, X-03664) will be abandoned in place on the west side of IH820 where it runs south/north under Purselley Ave. from approximately IH820 FR Station 552+05 to approximately IH820 FR Station 552+92. The 6" concrete wastewater pipe (Relocation ID 3111, X-06178) is 64 years old and the 6" concrete wastewater pipe (Relocation 3111, X-03664) is 73 years old. The abandonment exhibit for these relocations is included in the associated plan sets as sheet SOO- UT-33455 (Package 10A) and sheet S00-UT-33505 (Package lOB). The existing lines identified above are located in public easements or public rights of way. The lines to be abandoned will be identified on the right of way maps with the limits of abandonment shown. This abandonment shall not be construed as a change in ownership of the facilities. The City will be responsible for maintaining abandonment facility records (unless ownership is transferred to another entity for use as casing pipe), offset from property lines, coordinates, and the type, quantity, and size of abandoned material. The City certifies that this abandonment conforms with all requirements of rule 21.39 of the UAR and all current federal, state, and local laws and codes, or industry standards, whichever is more stringent. There is no hazardous material associated with this proposed abandonment. If in the future, a utility company requests a transfer of ownership of a facility described above from the City to be used as a casing for its facilities and the City agrees to transfer ownership, that permission will require concurrence of TxDOT and South -Point Constructors, a Joint Venture (SPC). FoR H�orth WXFER DEPARTMENT I I Tw Cm' or Fmr Warns • M Uw 3rmr • rr+a. WnsaK Tmm 751LR 81 i39ZR214 Fxr $17�925196 Q vrrMe a� �n►ea yqw Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C Signed by: Signed Fare V%rth �+w•rm•�r FORTWORTH. Date Chris Harder, P.E. Director, Water Department City of Fort Worth WiV ER DEPARTMENT 10/17/2024 Tm UY or Four Warns • M Tmu STwff • Mr. WnarK Taus T6102 817-m-n44 • Fxr SIN"25196 ❑ Hurnr me went paw Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement Section 12. Quitclaim Deed SEC-U-0520-10 Page 1 of 1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement Quitclaim Deed N/A SEC-U-0520-10 Page 1 of 1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement Section 13. ROW Maps SEC-U-0520-10 Page 1 of 1 Docusign Enveope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C LEGEND R.O.W. OWNERSHIP TABLE 0 - 5/8" IRON ROD WI YELLOW PLASTIC CAP STAMPED TRACT OWNER RECORDING "SAM LLC" SET•PK NAL SET OR X-CUT SET PLI F.E. & MAMIE WOLFE ADDITION, BLOCK 7 VOL. 388-4. PG. 359 P.R•T.C.T. 0. 5/8" IRON ROD WI PINK PLASTIC CAP STAMPED "TXOOT SURVEY MARKER RIGHT OF WAY MONUMENT" SET. MAY PL2 F.E. MAMIE WOLFE ADDITION. BLOCK 3 VOL. 388-1, PG. 335 P.R. T.C. T. BE REPLACED W.TYPE IMONUMENT AT THE END OF CONSTRUCTION 'rl - -_ _'-------- _ • . •..._ . - 518" ALUMINUM CAP STAMPED "T%DOT ACCESS DENIAL" SET p� �, -- _ '�- -�� . -b 1. _ L`L°} 11 QA "' ---•"` TEXAS ELECTRIC SERVICE COMPANY ' 0- MARKER FOUND "AS NOTED"•�.. VOL. 1773, PG. 115 . v - CALCULATED POINT - �_ p-av��-=� yT _ , - O v o� ?�N�SrP� , , - I-S�♦��- •�' _ _ - _ f ��[+N R. T. C. T. STATE OF TEXAS O•P,R•T.C.T. - OFFICIAL PUBLIC RECORDS TARRANT COUNTY. Tx. ,,, _ 1,s o �,. r s� -r. �_ z 1, fN �. a�'�,' • fNOW KNOWN A5 ONCOR ELECTRIC PARCEL NO, 8r A - a d _': pN d TERL r �� --- D.R.T.C.T. -GEED RECORDS TARRANT COUNTY, Tx, r -n "" -- n-o K" aW z 'C�•O • CEN a DELIVERY COMPANY, LLC1 3. VOL.3312, Pc. 5a& - P.R.T.C.T. - PLAT RECORDS TARRANT COUNTY.TX, .-_.. - •a• p.°..•-� •� . �'+- _ _ •n �.. rn�'�,• f'Op0 P.D.C. -POINT OF COMMENCING •• x - _ -• - f -- --..- P.O.B. - POINT OF COMMEBEGINNNCING ...� �,. ',' , _ - -- J, ` .y w r - CA •r�•:d- R -PROPERTY LINE w_ a fJ� ��� • d -o��,' - f_ 4{�3��� `� -. �� o • C514 5fPZTj -SURVEY LIWE _- _r3"�.�.�_�_� ~. Ll" L"4i�. '8' �- FEE H00K-- �G -_ f•• v' , c,r■C' d - �� �. �-a --` . - - �.::.-:' y •`•, STATE OF TEXAS ,. R=3, 644.T2' PROPOSED FORT WORTH- d av p pf "'" / RELOCATION 1127'" Cn -' I'�C£L Np, 816 -II<-- PROPOSED DENIAL OF ACCESS LINE 0-0-A.1 1 ��, STA 546*75 TO 549*29 5 VOL. 3262• PG. 661 CB°N253&4��� _ 1 �� 1 �j- f -III-- EXISITING DENIAL OF ACCESS LINE ID.0.A.1 � awn -: n'�,• „r. ' / _ ! - -;- . arnf c ❑r I -XAS m' 1]g'• • _.. - p,R, T•C.T_, - -Co 412.06' - - -- - . l� - A. 11 _ _ PARCEL NO. 80 'CJ EXISTING R.O.W. LINE �� � , ■, z 1 / - VOL. 3283. PG. 265 r , ��_-� , - �' _ D.R.T.C.r II FE 493 g g AIL "Ell LOT 6-A TO N.m� , NEW VICTORIOUS pgkAB�•--� _ -/ - _ TINs �. / DETAL DETAIL r 4'96 L PLC-e BAPTIST crauRcrl P 4ftE _ - T) OW 9 FJ �1� 6 VOL. 12T54. PG. 161 = r`� A - E" i R A') -C-- / D.R. T.C.T. � ] • = -j D - ��c c'° A - �� " • O "2 C9' 9 's L r'�'- PARCEL 4% - = ;. 5. - _ 7 p'T IA l T , _ 540 a u�� d �_ - d � ►� 844. ���� T II' Na5456459.53- {°� g9 ,��� Y - 1 �� ~' - aye gg`` �• . p I3"� 4'f7`i �z36137z. LOT 7-f2 1•-=; 3. q( "� a �d 1 T G 11 �� 0 `❑ Cs,N15g5r 96 N 1 PLI - $� �g� C��� �x ��� 5�� f• �� ` �[}= EXISTING FORT WORTH 1 P.O.C. NELEN G. HARRELL-�`;•.": .- C , °k, LTA TO BE ABANDONED Pn�cFL a95.� ��r d v ` d �- �� % . �6�. R. Rr 1 tfz IRE / VOL. 12443. PG. 206/ C �� z' - �s564os.2s '` y J P SEE ESMr OF O.W.o.w. �� DETAIL "B' TO CITY OF FORT WORTH JAMES DANIEL FAUBUS , E / �j X - E�3634s.66 LOT 8-R VOL. 2916. PG. 105 INST. NO. D211176987 �p R.R-T.C.T, REOU LLC � Q , �-1r' ■ 6�m�: --J T 8�i2 O.P.R.T.C.T. d BLOCK 3 �.�_ TEXAS ELECTRIC INST. NO. �o? `• .'' c J1, , -p °= p � - � F. E. $r hfArNIE / , q5 E �� �� g op� 1- rx �]L��=: �"33 1 L� _ : = - tf�T ] SERVICE COMPANY r / D08012855 � WOLFS ADDITION ; p �n �-Lk �`��r VOL. 19I8. PG. 335 / I 0, P. R. T. C. T� p� VOL. 388-0. PG. N� c. : �• 53 D.R.T.C.T. pr n a• zd a �• 3� _ Q° �� pk. E fNOW KNOWN A5 - p kC. ,..• LOT ! - S � = o o d / •� �. xd a�' x --� = - ''4 $ 51 ONCOR ELECTRIC / LOT 9 R ¢� Nab DELIVERY COMPANY LLC] THE CITY 0I FOR WORTH sCn / - ' ` / p �, �S°3 GLZ , LOT 2 �F / Aa r ID Q� 1] Ct7` VOL. 1994, PG. 598 rg -`KIM WASHINGTON / 1 1 . •� �' 1 Q- s . -'�-: �- _ ?FP !H • `- D. R. T. C. T. VOL. 12608. PG, 61� �`;'_- ; / LOT Io-R �n D.R.T.C.T. -4 N _ i5��op�s�E / �� LOT 10 BLOCK 7 . �. Po. _- ISAAC CARODINE SURVEY _. E. & MA IO LOT 3 _ 0.0 oR ; 0 WOLFS ADDITION - - r�,R E �R• s „.."DETAIL _ _ _ NOT TO SCALE _ LOT 9 �•�r ,- - - - - - - - NDD'24`57"W I.O97.82 ABSTRACT NO , 5% VOL. �8$-z. PC. 59 S f q • ' 53r.59 I P. R. T. C. T. Li 12 25.26' 5A5.33' f 4O JVEN DETAIL , ' OLDETAIL S' DETAIL C' L 7-)7 4891 ■ SEE 1 �� € "' ' I [DETAIL "A" [ 1 1 I 'w ] S05'34'21'E 25.69'/!� / A I P.O.C. PARCEL 493 1/4 rRF 1 L3 , L4 [ PARCEL 493 536.50.45 N£955243.35 � E236l22r.13 216.3r RT 7� --- ------------ - - - - ---- - - - -' LINE TABLE r r r f rr r f'4 ._r72o r r , ` f' �m 314 rRF t� , STA. 544•D3.25 � rra.re•Rr NOT TO SCALE LINE BEARING DISTANCE LINE BEARING DISTANCE LI N092457"W 23.41' L13 N00'49'03'E 11.50' L2 N00'2457W 1.85' LJ4 S00'19'15'E 603.75' L3 S0534'21'E 25.69' L15 SOO'II'13'E 5,41' L4 S05'34'21'E 2.12, L16 N89'38'3I'E 159.24' L5 N38'43'39 E 28. 05, L17 S89.20'45W 127.78' L6 N38'43'39 E 6.01' LJS N55.23'08'E 16. 55' L7 N38'43'39 E 34, 06' L19 N89.20'45E 16. 68, 7 L8 N14'30'19"E 56. 36' L 20 N33'15'32"E 0. 58' 50 0 25 50 IGO L9 N46'13'12"W 21.38' L21 589.20'45W 133.02, LIO N89 38'3FE 165.08' L22 S89'20'45W 14.97' GRAPHIC SCALE 0N89'38'3rE 4.16' L23 N251591391W 18.36' TARRANT COINTY..OTEXAS LJ2 N8950'48"W 1.85' L24 N00'24'57°W 491.43' TRACT OW/ OW-? OW3 1 � 4N4 CfJNC' f �r srauPEa •r�scv �Nn r , C4 , f ff G3 r � C� I ` PARCEt 494 r 548.02.59 , r80. r5' HT NOT TO _ SCALE R.O.W. OWNERSHIP TABLE OWNER TEXAS ELECTRIC SERVICE COMPANY JAMIE HERNANDEZ RICO NEW VICTORIOUS BAPTIST CHURCH CURVE TABLE NOT TO SCALE RECORDING VOL. 1816, PG. 335 D. R. T. C. T. INST. NO. D219065689 O. P. R. T. C. T. VOL. 11957. PG. 1732 D.R.T.C.T. DETAIL "Ell 5 �■ 394.24' ` Ir R e' h1 1.Q�CV r 9.T3' RT +I v� �iVy 1 ■ PARCEL 4Z r ■ 549•0.66 = r5' RT [r NOT TO SCALE Q CURVE DELTA LENGTH RADIUS CHORD BEARING CHORD C1 05'34'51" (LT) 277.09' 2.844.79' S15'54'16°W 276.98' C2 00.0654° fLT1 5. 71, 2, 844.79' S18 45'09"W 5, 71' C3 OT12'52" (LT) 60. 30' 2, 644. 79' S19'25'02"W 60. 30' C4 00'5239" (RT1 55.82' 3,644.72' N2PO6'53"E 55.82' C5 06'28'52" IRT1 412.28' 3.644.72' N25'38'43"E 412.06' TX FIRM *1006�430❑ Q0 0 Mc) C FED.RD. DIV.RO. FEDERAL AID PROJECT NO. SHEET NO. 6 51 STATE DISTRICT COUNTY TX FT WORTH TARRANT CONT. SECT, JOB HIGHWAY NO. ccsJ 0008 13 125 1-820 RcsJ 0008 13 242 Docusign Enveope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C LEGEND R. O. W _ OWNERSHIP TABLE P.O.W. OWNERSHIP TABLE p -SAM LLD" SET, PK NAIL SET OR X-CUT SET IRON ROD W/ YELLOW PLASTIC CAA STAMPED " TRACT OWNER DESCRIPTION RECORDING TRACT OWNER RECORDING SA - 5/8" IRON ROD W/ PINK PLASTIC CAP STAMPED "TXDOT STI STATE OF TEXAS 61 VOL. 3342, PG. 636 D. R. T. C. T. OWI JERRY D. PHIPPS INST. NO. D206062541 0. P, R. T. C. T. SURVEY MARKER RIGHT OF WAY MONUMENT" SET, MAY BE REPLACED W/TYPE II MONUMENT AT THE END OF ST2 STATE OF TEXAS 62A VOL. 3295, PG. 290 D.R•T.C.T. OW2 PEDRO CARDENAS ARELLANO INST, NO. D217112724 0.P•R.T.C.T, CONSTRUCTION ST.3 STATE OF TEXAS 62B VOL. 3295, PG. 290 D. R. T. C. T. OW-5 SEFERINO L. COVARRUBIAS VOL. 12877, PG, 608 D. R. T. C. T. 0- 516" ALUMINUM CAP STAMPED "TXDOT ACCESS DENIAL" SET 0- MARKER FOUND "AS NOTED" ST4 STATE OF TEXAS 63 VOL. 3362, PG. 490 D.R.T.C.T. OW4 GUADALUPE TAPIA AND ANTONIO VAZQUEZ INST. NO. D216157137 O.P.R. T.C.T. ■- CALCULATED POINT O.P.R,T.C.T. -OFFICIAL PUBLIC RECORDS TARRANT COUNTY, TX. ST5 STATE OF TEXAS 75 VOL. 3390, PG, 640 D.R.T.C.T. OW5 CONSTANTINO R. MUNOZ VOL. 16233. PG. 198 D.R.T.C.T. D.R.T.C.T. - DEED RECORDS TARRANT COUNTY. TX. ST6 STATE OF TEXAS 72 VOL. 3223, PG. 29 D. R. T. C. T. OW6 RAMON VASQUEZ AND BERNABE VASQUEZ VOL. 14224. PG. 406 0.R.T.C.T. 50 0 25 50 100 P.R.T.C.T- - PLAT RECORDS TARRANT COUNTY, TX. P.O.C.- POINT OF COMMENCING ST7 STATE OF TEXAS 73 VOL. 3266, PG. 587 D.R.T.C.T. OW7 CHRISTOPHER LEE JOHNSON VOL. 15062, PG, 339 D.R.T•C.T. GRAPHIC SCALE P.O.B.- POINT OF BEGINNING ST8 STATE Or TEXAS 74 VOL. 3336, PG. 129 D. R. T. C. T. OW8 IGOR FRAIBERG VOL. 7148, PG, 2241 D,R. T,C.T, SCALE•• 1" - 100' It - PROPERTY LINE TARRANT COUNTY, TEXAS $. - SURVEY LINE OW9 LIZETTE ESOUIVE AND ERNESTO J. AVILA INST. NO. D219127794 O.P.R.T.C.T. N- FEE HOOK —III- PROPOSED DENIAL OF ACCESS LINE ID.D.A.y CURVE TABLE —III- EXISITING DENIAL OF ACCESS LINE (D.O.A.) CURVE DELTA LENGTH RADIUS CHORD BEARING CHORD PLAT TABLE CI 1O.58'44' (LT) 765.47' 3.994.72' N19'06'05'E 764.30' TRACT OWNER RECORDING C2 02'37'37° (LT) 183.15` 3. 994- 72' N27'3229"E 183.13` P!J BLOCK 1, FAUBUS & BATES SUBDIVISION VOL. 388-F. PG. 631 P. R. T. C. T. LINE TABLE DETAIL -"All D E T AIL 1 1 S 1 1 PL2 BLOCK 1• FAUBUS & BATES SUBDIVISION VOL. 388-P, PG. 444 P. R. T. C. T. , LINE BEARING DISTANCE REVISION OF LOT 72 - L1 N68'42'05'E 69. 58' , J `. END A.a.L. / � POLLARD ESTATES � L2 NOO'21`12"W 62, 95' .` 6EGIN A.D.L. JONN BALCH suRi1 EY - 64 ' /LOT 71-A' VOL. 388-17, PG. N9 , - I L� , , ! L ABSTRACT NO. 82 / LOT 71-8 \ P. R. T. C. T. •-.- L3 69 4 ,35' 86.97' ° ' �[ L4 S69'S4'35'E 124.44' , 56•� _ / 1 � ��� 8.5d 56.79' / LDT 72- L5 N89 2528 E 1'70.40' ', g, 57' Or" ` `, 64.s5 -O �' - 1 REVISION OF LOT 71 LOT 72-8 LaT 3 ' [� L6 SOO'34'32"E 44.53' �� D�CI A• �� A 0 PROPOSED /' ' ] /POLLARD ESTATES 1 pP� , o , L7 N8925'28E 154.5D , , VQL, 38$-F, PG. 495 r� ¢�' LOT 4 , LL L8 N89 25`28E 15.9a ' 1 ' P. R. T. C. T. [ .n rr LT L9 N8925'28 E 2/6.24' - - - - l - - - - ` 1 / POLLARD ESTATES �P LOT 5 s� °��' ��1 1, VOL. 974, PG. 123 1 �' 1 LID N89.25`28E 154.50' NOT TO SCALE NOT ~ TQ SCALE � � � _• �lP� ��� /• $`Q�Na �33��� L1I N8925'28'E 61.74' . 1 D. R. T. C�. T. LOT 70 - LOT 6 LOT 5I-AR ' LOT 51-AR' J 1 LOT E3 1 LOT i 1 POLLARD 1 / LOT 91 1 , �;�', LLJ LOTS 51-A, 51-8. 52 A, 1 ESTATES 1� 1 90 AND 91 LOT $ r.n5 ,' or'on� Iram♦ �� 1 / C� POLLARD ESTATES VOL. 3,38-27. ; 1 �,• g ! o �` ��,�y_ i • �/ PG. 497 LOTS 51-A. 51-8, 52-A, 90 AND 91p�a�r� 1' near N LDT 25 VOL. 368-9, PG. 367 1P.R• T.C. T. POLLARD ESTATES 1 LOT 9 o�C� 1 �- 1 �� / °� �� P. R. T. C. T. , / VOL. 366-9, PG. 367 `c 'o %A r 1 °c z Z , r` �. �, � / a 1 LOT 51-8 y , P.R.T.C.T. pMCELS 57AC &P56C LOT 10 �� �� a�1�� ��oy�t � � ,1�Q1�1 x, LOT 24 �,'1 o' 1 LLJ �J+ LOT 52-A / 1 1 LOT 9D ■ c 5566:411 LOT !1 1 `n� ' o�d� tea, �z � ���� P�' `� 1 s1 -o Z Y , , �,A� , �r g• �� 5$P it, emu+ d�, , '�.3 J LOT 53 A REVISION OF LOTS V AND 68 ' 1 c , �' a n ��aa , .ly • OL' P • PARCELS •5PDAL•, •1, C'+, • '�l5` , 1 �Ct'� PO2 (ARD ESTATES 5ZAD & WA -AC _ � ■•' ' _- X0563%.4Q S , Q , ,�' �., p Z , S� ,'- aarR�Cr.-'-A 51 -z- VOL. 88-5l. PG. �3 -' ,� �, a` pn�� rA P. T.G.T. ' -_. , z �ya� �, PROPOSED FORT WORTH G-Yy , fl��?, 6 LOT 68-A �s ❑ �. p•p. �xG+'' L��G't"1 �STA0549*64 T01552*07. [n 1d -+ Q LOT 54 1, ��'' LOT 67-a\ LOT 67-A 1 LOT 68-E3 P.o.c. a �`oa� 'aN fr 1 �s ' �'`� , _ a n' asp , �10 N1 "� s'�"vY I.L POLLARD ESTATES a�Cc+ , 1 PARCELS SPpM & AC ' ��' R�1 1 �A .�N�� 1 v,1 �� VOL. 974 PG. 123 E�3aas5T,as 1 r c, o tk-- 1 1 c s LOT ■�•, Gj� Vy�p 1 �^ Cn 1 .' 1 LOT 19 f�o� .s sr er to I D.R.T.C.T. 1 1 LOT 14 r'-�• , vt / 1 , e+,� N'1 v� 22 LUIS ALBERTO VIRELES SALAS 524AG 522AC , q�y6 s' �� LOT 12/ LOT 18 SEE ���o�T R INST. NO. 0213232899 L07 4 A 1 , LOT 15\ _ OW9 DEE T AIL m D [�D ; 21 .4 82 - r9 - O.P.R.T.C.T OW4 1 OW7 LOT 13 LOT 17 1 ' _ �.--i1-' = LOT 66 P.o.c. r ] P,0.8. SIN , �' 56.r9 ,`r.'�~ - ST6 TEXAS ELECTRIC --- PARCELS 524aC. 525AL' & 526AC 525AC 1 PL2 P.o- ,a PARCEL 52JA-AC / 64.85 _ p'� 5----:--_ . -- 5/J� IitF- PARCELS 5 548.55.68 / LDT I61 g4 43' _ ,i .��, S i l ' SERVICE COMPANY N495607r.55 1 LOT 5-A 19T.55' LT - - - - - VOL. 1773, PG. 115 T & 523W L S, 64,03' -- «. P.D.B. / E�36A55s.o2 ,LOT 3-A 314'IRF OW5 �•3g ___.- -- i - --_�Y•Pv�cELs 5TTAL' ST6 E ISTING ' 313,59' r �* .■•- `'��� OW3 545.93.83 , - -_ - O.S. _._'"� 1 & sw . R.a"iN: ••LINE' -._. -...-(NOW KNOWN AS LDT `,� , 2W.32'LT-� ga.3(Y_ - --- >vi PARCELS 548.52.82 _ LOT 65 , �¢3 •34. ] 84 _ - - &�� �iz•4�Lr / dNCdR ELECTRIC ' ��2 ■ zs�� PL1 6 - _ _ �� �Y2 __-�- sT4 FsTS- . _ -�.sT Y Yl�. 519AG 517AC oeLrveRr COMPANY, l�c) LOT I 1 sr -- s r2- _ST3 -� ....... - - ^ =.. 1-820------- —------ -_��. �j 05.- �IEXISTING FORT WORTH OWI - - TO BE ABANDONED (VARIABLE WIDTH R. 0. W, ) _ 520AG - P.O.E 52 AC 1 - �� - _ 52 6 AC _ 1 - �..- PARCEL 524AC - _ -------- -----__,_,•-..- N�0 - tiCP= STI 5e4-TD.SD 3 1A- - - " IS Y 3• g �� ] 2v4,arcr- 52 AC S2 AC SEE a �� �P.a.e. w' - 'p 0-9 ]� p�� c � --- ■ • _ _ ' -.par ❑,r PARCELS 52W �_ -- - - A DETAIL �_ ,� �� - -- __ '_ �•., z a 5 52SK' ■^G: - ` ^U,� ' pp W p "d p� 'ten p� i i A�-_ • ,� �� rn'' S44•uR.26 �__ - - • -_-.------`--�-ti '�, 205WtT t `�'^.---- - _ p y FEDERAL AID PROJECT NO SHEET NO. _>✓_ � `,� � _ � � - ~- o� Y� �� -. ��� p � ', • �-n-_'.; �-�qy � act � .�G�� � --� - --._ II FED.RD. J - 1 _.� _���__Cn ■ ❑.5-. ���-_...-•' A S - Corn ❑ ],+n' pz1rpc� r� oar` �, �' f za -.-- r I 6 52 o-.pn;,r �"' n'� ' ��P •C, - � ["-� r ` - '�) 55D'aa �" (� STATE DISTRICT COUNTY !���❑_, n g;sx f� .�` mao� L �.sxa� :a. Qys- - 1f'2 ��`ss'` .' v� d ' `nR ] .� �x.� --" ON 1'.78 STATE OF TEX.YS1"-• . .... ... ---y_a� 2.O TX FT WDftTH TARRANT = PARCEL N0. 56 am �s�n - ac' `.' y� - rC��i���l INN f`gZ �FN 459.16 VOL. 3�JrG. PG. '34 -- - —J may, C� p �f _ }W um Su 46_37"E I CONT. SECT, JOB HIGHWAY W. �.R.T.C.T. f _�3 �.� �� a�C grif \ PROP05�O CD-N2 035•D9 I GCS3 000$ t3 t25 _- _------._ —] ow �- Ci7° Tx FIRM 91006�4300 1 RcsJ 0008 13 242 I-820 Docusign Enveope ID: 1AF14556-E772-42OB-B4C1-6AAD3DB5897C LEGEND R.O.W_ OWNERSHIP TABLE P.O.W. OWNERSHIP TABLE p -SAM LLC" SET, PK NAIL SET OR X-CUT SET IRON ROD W/ YELLOW PLASTIC CAA STAMPED " TRACT OWNER DESCRIPTION RECORDING TRACT OWNER RECORDING SA - 5/8" IRON ROD W/ PINK PLASTIC CAP STAMPED "TXDOT STI STATE OF TEXAS 61 VOL. 3342, PG. 636 D. R. T. C. T. OWI JERRY D. PHIPPS INST. NO. D206062541 0. P, R. T. C. T. SURVEY MARKER RIGHT OF WAY MONUMENT" SET, MAY BE REPLACED W/TYPE II MONUMENT AT THE END OF ST2 STATE OF TEXAS 62A VOL. 3295, PG. 290 D.R•T.C.T. OW2 PEDRO CARDENAS ARELLANO INST, NO. D217112724 0.P.R.T.C.T, CONSTRUCTION ST3 STATE OF TEXAS 62B VOL. 3295, PG. 290 D. R. T. C. T. OW-5 SEFERINQ L. COVARRUBIAS vOL. 12877, PG, 608 D. R. T. C. T. 0- 516" ALUMINUM CAP STAMPED "TXDOT ACCESS DENIAL" SET 0- MARKER FOUND "AS NOTED" ST4 STATE OF TEXAS 63 VOL. 3362, PG. 490 D.R.T.C.T. OW4 GUADALUPE TAPIA AND ANTONIO VAZQUEZ INST. NO. D216157137 O.P.R. T.C.T. ■- CALCULATED POINT O.P.R,T.C.T. -OFFICIAL PUBLIC RECORDS TARRANT COUNTY, TX. ST5 STATE OF TEXAS 75 VOL. 3390, PG, 640 D.R.T.C.T. OW5 CONSTANTINO R. MUNOZ VOL. 16233. PG. 198 D.R.T.C.T. D.R,7,C.T, - DEED RECORDS TARRANT COUNTY. TX. ST6 STATE OF TEXAS 72 VOL. 3223, PG. 29 D. R. T. C. T. OW6 RAMON VASQUEZ AND BERNABE VASQUEZ VOL. 14224. PG. 406 0.R,T.C.T. 50 0 25 50 100 P.R,7,C.T- - PLAT RECORDS TARRANT COUNTY, TX. P.O.C.- POINT OF COMMENCING ST7 STATE OF TEXAS 73 VOL. 3266, PG. 587 D.R.T.C.T. OW7 CHRISTOPHER LEE JOHNSON VOL. 15062, PG, 339 D.R.T.C.T. GRAPHIC SCALE P.O.B.- POINT OF BEGINNING ST8 STATE OF TEXAS 74 VOL. 3336, PG. 129 D. R. T. C. T. OW8 IGOR FRAIBERG VOL. 7148, PG, 2241 D,R. T,C.T, SCALE: 1" - 100' It - PROPERTY LINE TARRANT COUNTY, TEXAS $. - SURVEY LINE OW9 LIZETTE ESOUIVE AND ERNESTO J. AVILA INST. NO. D219127794 O.F.R.T.C.T. N- FEE HOOK —III- PROPOSED DENIAL OF ACCESS LINE ID.D.A.y CURVE TABLE —III- EXISITING DENIAL OF ACCESS LINE (D.O.A.) CURVE DELTA LENGTH RADIUS CHORD BEARING CHORD PLAT TABLE C1 1O'58'44• (LT) 765.47' 3.994.72' N19'06'05'E 764.30' TRACT OWNER RECORDING C2 02'37'37° (LT) 183.15` 3. 994- 72' N27'3229"E 183.13` PLJ BLOCK 1, FAUBUS & BATES SUBDIVISION VOL. 388-F. PG. 631 P. R. T. C. T. LINE TABLE DETAIL -"All D E T AIL 11 S 11 PL2 BLOCK 1• FAUBUS & BATES SUBDIViS1ON VOL. 388-P, PG. 444 P. R. T. C. T. , LINE BEARING DISTANCE REVISION OF LOT 72 L1 N88 42 O5'E 69.58' , J `. ,'� ENO A.9A. / POLLARD ESTATE'S � L2 NOO'21'12"W 62, 95' .` 6EGIY A.D.L. JOHN BALCH SURVEY 64 ' LOT 71-A' VOL. 388-17, PG. N9 I 3.5q L� , , ! ° L ABSTRACT NO . 82 / LOT 71-B 1 P. R. T. C. T. . •-.- L3 N88°4Y01"E 86.97' °-� ' �[ L4 S695435'E 124,44' , 56 _ / 1 ��� 8.5d 56.79' / LOT 72- L5 N89 2528 E 1'70.40' ', g, 5�' Or" ` `, 6�.s5 -O r' - 1 REVISION OF LOT 71 LOT 72-B LaT 3 ' [o L6 SOO'34'32"E 44.53' �+ D�CI 1' ++ Cl PROPOSED /' ' �, ♦POLLARD ESTATES 1 pP�� L7 N89.25'28 E 154.50' + + VOL. 388-F, PG, 495 LS N8925`28E 15.9a �r 1 1 + P.R.T.C.T. R LOT 4� , L9 N89.25'28 E 2/6. 24' - - - - l - - - - ` 1 / POLLARD ESTATES gP �y1D LOT 5 1, VOL. 974, PG. 123 1 NOT TO SCALE NOT TQ SCALE �� � � � �P� LID N89 25`28E 154.50 d- L1I N89'25'28°E 61.74' , D. R. T T LOT 70 LOT 6 , �' LOT 5r-AR / - a p " ,• Ln ' LOT 51-AR' 1 , LOT 69 1 LOT i 1 1 0 1 1 POLLARD 1 / LOT 91 , ■' , a 4'1 W LOTS 51-A, 51-8. 52 A, 1 ESTATES L 1 90 AND 91 LOT $ r.n5 ,ram♦ �� 1 / C� POLLARD ESTATES 1 VOL. 388-2i. ; 1 �,• g ! o ,.���y� i �/ PG. 497 LOTS 51-A. 51-8, 52-A, 90 AND 91 �m�r� near LOT 25 VOL. 368-9, PG. 367 1 P. R• T. C. T. POLLARD ESTATES 1 LOT 9 o�C� 1 �- 1 � � / °� �� a_ P,R.T,C.T. , / VOL. 366-9, PG. 367 ' t, 'oLa—r 1 z -L� Z \ c � 1 LOT 51-8 y , P. R. T.C.T. PMCELS WAC &P LOT rO � z+s� a� 1 � oyGt ,1��1 1 x/ LOT 24 �,'l o' + LLJ ++ems s.aa , a' -' 1'n o o �� �F LOT -� v �J+ LOT 52-A / 1 1 LOT 9D ■'' ca3sos56.oe LOT !1 1 `n+' ' vzd s a� �c t� P 23 .[A RE YISIO� OF LOTS AND 68 P•�C• 1 �,� 1 LOT 53 ��� PO2�RD ESTATES ' �ZACE a , +a''r "t.Yia 1 /`I� P zr 1 o a� .�', ��`.� z�F, �a ■•' ' No695fi35'6.4Q S _ Q i3' , •�' �., VOL. �SS-asl. PG. 3-+�'•.a`� � .n P. . T. C. T. N LOT 68-A ;� p n � ��'w LOT 54 �� LOT 67-E3,, LOT 67-A 1' LOT 68-E3 P,O,C. a �1 a fr 1 �y • �`n , - / av a`nary� a� n�� r �' �-� POLLARD ESTATE'S C`+ PARCELS SPpM a 523Ac ' !, a C 1 ��c 1 .A o � o� c,o� � :'` C ' � 74 PG. 123�� , E :as 1 ; r, n�'ob / / x LOT 19 1 oN� Wig♦ , t' CC,' VOL.D. R. T. C. T. � 1 � 1 LOT 14 �c� o � / 1 1 r, ; � cn� ,, � � La' `� -• sf t� !NF . LUIS ALBERTO MIRELES SALAS AG O T OW6 ram+ �,aT �, LDT r8 � DE TAILS ` ��`� LOT LOT 21 � % 40 CT ; ¢� INST, NO. D213232893 LOTITO BE AB FORT WORTH rITO BE ABANDONED LOT 15\ F 2a c 5' a. P. R. r.c. r. ow4 -- OW7 = B" 3 _ .9--,`.- -- LOT 66 P.Q.C. �� LOr r3 LOT r7 8.56. PARC✓rL5 524AC. 525AL' & 526AC 5 2 5 AC 1 PL2 ,S PIu9CEL P•p-AC / 65 ' + - -- -- - - - - - - ^ ^., TEX ' m_ELECTRlG -- 51e1RF- PAJ7CEL5P,5PAM 55.68 �I LOT I61 g4.43' ,�%T'-l----�- :� - _ ram;%' SERVI E COMPANY rrPF N�95swr.ss 1 a, 523AC, LOT 5-A 197. Gr L�/ rcc 64.03' VOL. 1773, PG. 115 ' °�, e5s.o2 ,LOT 3-A 3/IIRF , DW5 15.38 __. - kY PvLs snAc' ST6 EXISTING ! _ D.R.T.C.T. -- 3r3'59 T •■' `'�. a OW.3 545.93.83 - - --• .a T R.a"�N: "LINE' -... OVOW KNOWN AS....^- LDT ` ,� , 2W.32' LT-� g0, 3(Y LS f 548.52.82 LOT 65 .'s r •1a. b2•g4 a 521AC �1 �i '4, T ONCOR ELECTRIC ' 1�2 ■ ' zs�� PL1 �� aW2 7._ _ - �,.• ~- 6_sT DELIVERY - ----- �1�.5� JAG 517 ACCOMPANY, LLc1 LOT I 1 5.6r s _ j '` - ', 1 —_-- .•_ 1- 820 -- ---- m��77G 0W1 gy �' - ,- . r�q Y -520AG , o -ova--- -�_� -- (VARIABLE WIDTH R.Q.W.) fl1'Jf6��-■ - 325Lf] . -' ----� --- STI --• PEEL �.P� - .-_''- 5L IAI.. r - ��f>��-p ��C�nd '_-- --- --- 2va.arcr - - - �� A� p 9 r I SaAC CARODI NE SURVEY .0 �DETAIL '?�?r " PARCELS 0 OSED FORT WORTH p ?���+T ABSTRACT NO. 357 _ — z a & 52SK .y= RELOCATION0 : �a a va ■ aw / ro �, r s� q va "All r c �"� 27586 � L r, STA 543-11 _T01551 93 U� ' au �aa \ per' �� { cam^ n c per,` 9 - --- FEo.RO. J �.--� d •P,, �` ,� >✓_-- -+• y t=-a �' . o"4Y 'T'---•"z a" '''`- II DIV.RD. FEDERAL AID PROJECT NO- I SHEET N6. Y�ocn p�r��r o n`�T! r is- �- - - b-p- 150.00 b 52 o ■ as Wa �s�r { p��� _c n x x�r c 6 t - ~ {Li) STATE DISTRICT COUNTY r cn ma's �•�`" i--'a. �oA �m�o + a / _ / a. Qys- [} fC] 1f'2O s� yP _- ',', �s�n�� " c ��x r ��t f g�0 Ica 1'2.0 16 TX FT WORTH TARRANT Bra] E OF iEX Y51" Yr- _ g �� = PARCEL NO. 56 m ��J a ¢ a ca^ r��r l rC�T��l Ifs �Fff.i� VOL. 3256• PG. '3A - __-may C t W CONT. SECT, JOB HIGHWAY W. �3 ------ POSED V ��`� trir PRO CD°N23'�+6' 09, D.R.T_C.T._�f ■�—� ' o �- J PP C[�°2,DJ3�.D� I GCS3 000$ t3 t25 1-820 - ~ _ -~-----w TX FIRM 910064300 I RcsJ 0008 13 242 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement Section 14. Utility Installation Request SEC-U-0520-10 Page 1 of 1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C ber:00002/20240829/373548/451811/UP Date of Approval 09-13-2024 UTILITY PERMIT APPROVAL TO: lKasavich John Date: II09-13-2024 City of Fort Worth Application/Permit 00002/20240829/373548/451811 /UP 200 Texas St No.: 200 Texas Street District: I Fort Worth Fort Worth,76102 Highway IControl Section IlMaintenance Section IlCounty IH0820-A: From milepost 29.709 To milepost 29.767 II0008-13 II Warrant Schedule Dates: from 11/01/2024 to 12/31/2024 TxDOT offers no objection to the location on the right-of-way of your proposed utility installation, as described by Notice of Proposed Utility Installation No. 00002/20240829/373548/451811/UP dated 09/05/2024 and accompanying documentation, except as noted below. Special Provisions: You are required to notify TxDOT 48 hours (2 business days) before you start construction to allow for proper inspection and coordination of workdays and traffic control plans. Use the RULIS website for the 48-hour notification. DO NOT start construction until you have coordinated the construction start date and inspection with TxDOT. You are also required to keep a copy of this Approval and any approved amendments at the job site. When installing utility lines on controlled -access highways, access for serving this installation shall be limited to access via (a) frontage roads where provided, (b) nearby or adjacent public roads or streets, (c) trails along or near the highway right- of-way lines, connecting only to intersecting roads; from any one or all of which entry may be made to the outer portion of the highway right-of-way for routine service and maintenance operations. The Installation Owner's rights of access to the through -traffic roadways and ramps shall be subject to the same rules and regulations as that apply to the general public except, however, if an emergency occurs and usual means of access for routine service operations will not permit the immediate action required by the Utility Installation Owner in making emergency repairs as required for the safety and welfare of the public, the Utility Owners shall have a temporary right of access to and from the through -traffic roadways and ramps as necessary to accomplish the required emergency repairs, provided TxDOT is immediately notified by the Utility Installation Owner when such repairs are initiated and adequate provision is made by the Utility Installation Owner for the convenience and safety of highway traffic. The installation shall not damage any part of the highway, and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. If the Utility Installation Owner fails to comply with any or all the requirements as set forth herein, the State maytake such action as it deems appropriate to compel compliance. SME - Utility Coordinator Review Review Answer. -Recommend Approval Response text: Area Office recommends approval. SME ATTACHMENTS: Included attachments: SME Answers Summarv2768935.odf 1/1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C ber:00002/20240829/373549/451813/t1P Date of ApprovaL 09-11-2024 UTILITY PERMIT APPROVAL TO: I Kasavich John Date: II09-11-2024 City of Fort Worth Application/Permit 00002/20240829/373549/451813/UP 200 Texas St No.: 200 Texas Street (District: I Fort Worth Fort Worth,76102 Highway IControl Section IlMaintenance Section IlCounty 1093840: At milepost 0 IIYF56-67 II lTarrant IH0820-A: From milepost 29.713 To milepost 29.887 II0008-13 lTarrant Schedule Dates: from 11/01/2024 to 12/31/2024 TxDOT offers no objection to the location on the right-of-way of your proposed utility installation, as described by Notice of Proposed Utility Installation No. 00002/20240829/373549/451813/UP dated 09/03/2024 and accompanying documentation, except as noted below. Special Provisions: You are required to notify TxDOT 48 hours (2 business days) before you start construction to allow for proper inspection and coordination of workdays and traffic control plans. Use the RULIS website for the 48-hour notification. DO NOT start construction until you have coordinated the construction start date and inspection with TxDOT. You are also required to keep a copy of this Approval and any approved amendments at the job site. When installing utility lines on controlled -access highways, access for serving this installation shall be limited to access via (a) frontage roads where provided, (b) nearby or adjacent public roads or streets, (c) trails along or near the highway right- of-way lines, connecting only to intersecting roads; from any one or all of which entry may be made to the outer portion of the highway right-of-way for routine service and maintenance operations. The Installation Owner's rights of access to the through -traffic roadways and ramps shall be subject to the same rules and regulations as that apply to the general public except, however, if an emergency occurs and usual means of access for routine service operations will not permit the immediate action required by the Utility Installation Owner in making emergency repairs as required for the safety and welfare of the public, the Utility Owners shall have a temporary right of access to and from the through -traffic roadways and ramps as necessary to accomplish the required emergency repairs, provided TxDOT is immediately notified by the Utility Installation Owner when such repairs are initiated and adequate provision is made by the Utility Installation Owner for the convenience and safety of highway traffic. The installation shall not damage any part of the highway, and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. If the Utility Installation Owner fails to comply with any or all the requirements as set forth herein, the State maytake such action as it deems appropriate to compel compliance. SME - Utility Coordinator Review Review Answer. Recommend Approval Response text. AO recommends approval SME ATTACHMENTS: Included attachments: General Provisions: link 1/1 Docusign Envelope ID: 1AF14556-E772-420B-B4C1-6AAD3DB5897C SOUTH:POINT CONSTRUCTORS Utility Adiustment Aureement Section 15. RFC Plans SEC-U-0520-10 (To Be Inserted By SPC After Assembly Is Fully Executed) Page 1 of 1