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HomeMy WebLinkAboutContract 42865-A4 (2)01-28-13 P03:3'7 IN bluebonnet contractors, LLC Improving mobility in Texas WY SECRETARY CONTRACT No. g_21- Texas Department Air Transportation fibt E,141arr ir ageoprompli visr- e,irs4:14.1rOpri e'�J�j�j` ress ( NORTH TARRANT EXPRESS (NTE) PROJECT DATE: November 12, 2012 UTILITY ASSEMBLY: 820-U-0506-0004 City of Fort Worth Water Department Planning & Business Services 1000 Throckmorton Street Fort Worth, Texas 76102 (817) 392-8480 MAIN 6851 NE Loop 820, Suite 102 North Richland Hills, Texas 76180 (817) 510-3557 Main (817) 510-3691 FAX City Secretary's Office Improving mobility in texas express Bluebonnet Contractors, LLC 6851 NE Loop 820, Suite 102 North Richland Hills, Texas 76180 November 19, 2012 Donald C. Toner Jr. SR/WA Director -Strategic Projects Right of Way Texas Department of Transportation 3301 W. Airport Freeway Bedford, Texas 76201 NTE Mobility Partners LLC 8713 Airport Freeway, Suite 100 North Richland Hills, Texas 76180 Subject: City of Fort Worth Utility Relocation Assembly North Tarrant Express Conflict IDs 78, 79, 80, and 183 820-U-0506-0004 Dear Mr. Toner, NTE-12-5196 Bluebonnet Contractors, LLC is submitting the attached Utility Assembly in compliance with the CDA to adjust a 16", 12", and 8" City of Fort Worth waterline within the NTE project corridor between NTE IH-35W Utility BL STA 583+00 and STA 663+00. The lines are in conflict with the North Tarrant Express Project and will be adjusted in compliance with TxDOT's Utility Accommodation Rules (UAR). The total estimated cost to replace this facility is $1,046,592.00. The final cost will be determined according to actual accumulated costs. The relocation is 100% compensable for the City of Ft. Worth. There are no betterments or salvage values associated with this utility adjustment. This 'Developer Managed' Assembly consists of thirteen components as required by the CDA (Assembly Summary, Utility Adjustment Agreement, Plans, Specifications, and Estimates, Affidavit of Property Interests, Statement of Work, Joint Use Acknowledgement, Assembly Checklist, No Conflict Sign -Off Forms, Right of Way Maps, TxDOT Checklist and Approval). Freese and Nichols, Inc. prepared the plans which were signed and sealed by Daniel Stoutenburg, P.E. on February 7, 2013. Page 1 of 2 �P_ } tatrrant proving mnhilityin Irxns express Bluebonnet Contractors, LLC 6851 NE Loop 820, Suite 102 North Richland Hills, Texas 76180 November 19, 2012 Donald C. Toner Jr. SR/WA Director -Strategic Projects Right of Way Texas Department of Transportation 3301 W. Airport Freeway Bedford, Texas 76201 NTE Mobility Partners LLC 8713 Airport Freeway, Suite 100 North Richland Hills, Texas 76180 Subject: City of Fort Worth Utility Relocation Assembly North Tarrant Express Conflict IDs 78, 79, 80, and 183 820-U-0506-0004 Dear Mr. Toner, NTE-12-5196 Bluebonnet Contractors, LLC is submitting the attached Utility Assembly in compliance with the CDA to adjust a 16", 12", and 8" City of Fort Worth waterline within the NTE project corridor between NTE IH-35W Utility BL STA 583+00 and STA 663+00. The lines are in conflict with the North Tarrant Express Project and will be adjusted in compliance with TxDOT's Utility Accommodation Rules (UAR). The total estimated cost to replace this facility is $1,046,592.00. The final cost will be determined according to actual accumulated costs. The relocation is 100% compensable for the City of Ft. Worth. There are no betterments or salvage values associated with this utility adjustment. This `Developer Managed' Assembly consists of thirteen components as required by the CDA (Assembly Summary, Utility Adjustment Agreement, Plans, Specifications, and Estimates, Affidavit of Property Interests, Statement of Work, Joint Use Acknowledgement, Assembly Checklist, No Conflict Sign -Off Forms, Right of Way Maps, TxDOT Checklist and Approval). Freese and Nichols, Inc. prepared the plans which were signed and sealed on November 9, 2012. Page 1 of 2 NTE Mobility Partners LLC and Bluebonnet Contractors, LLC recommend approval of the Assembly and have acknowledged the Traffic Control Plan as defined in Bluebonnet Contractors General Notes Construction Notes on sheet 4 of the plans. The SW3P is also address in Bluebonnet Contractors General Notes under Environmental Notes sheet 4 of the plans. Both Bluebonnet Contractors and the City of Fort Worth have executed the Assembly. Bluebonnet Contractors, LLC and the City of Fort Worth will coordinate and conduct a pre - construction meeting to address NTE 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 City of Fort Worth's facilities, and protect the traveling public. TxDOT has 10 business days to review and approve the Assembly. Bluebonnet Contractors expects to finish construction on the referenced utility conflict within approximately 120 days from the notice to proceed date from TxDOT. Recommended for Approval: :;t,.(Jose Carlos Esteban "� CEO Bluebonnet Contractors, LLC Scott Stockburger, Director of Utilities Bluebonnet Contractors, LLC eve+l anicrnsE. COO NTE Mobility Partners LLC Page 2 of 2 City of Fort Worth Assembly Developer Managed Assembly Number: 820-U-0506-0004 North Tarrant Express (NTE) — Segment West November 12, 2012 Facilities Conflict ID Adjustment of an existing 16" waterline crossing on IH-35W from approximate 78 & 79 NTE BL STA 587+90 to STA 589+20. r Adjustment of an existing 12" water line crossing on IH-35W from approximate 80 NTE Utility BL STA 660+00 to STA 663+00. r Adjustment of an existing 8" water line serving the North Fort Worth Baptist 183 Church from approximate IH-35W Utility BL STA 583+00 to STA 585+00. Bluebonnet Contractors, LLC is submitting the attached Utility Assembly in compliance with the CDA to adjust approximately 1,707 LF of 16", 12", and 8" water line between NTE IH-35W Baseline Station 583+00 and Station 660+00. The existing water and wastewater facilities are in conflict with the North Tarrant Express Project and are to be adjusted in compliance with TxDOT's Utility Accommodation Rules (UAR). The total estimated cost to replace these facilities is $1,046,592.00. The final cost will be determined according to actual accumulated costs. The relocation is 100% compensable for the City of Ft. Worth. There are no betterments or salvage values associated with this utility adjustment. This 'Developer Managed' Assembly consists of thirteen components as required by the CDA (Assembly Summary, Utility Adjustment Agreement Amendment, Plans, Specifications, and Estimates, Affidavit of Property Interests, Statement of Work, Joint Use Acknowledgement, Assembly Checklist, No Conflict Sign -Off Forms, Right of Way Maps, TxDOT Checklist and Approval). Freese and Nichols, Inc., prepared the plans which were signed and sealed on February 7, 2013 by Daniel Stoutenburg, P.E. NTE Mobility Partners LLC and Bluebonnet Contractors, LLC recommend approval of the Assembly and have acknowledged the Traffic Control Plan as defined in NTE General Construction Notes of the plans. The SW3P is also addressed in Bluebonnet Contractors General Notes under Environmental Notes within the plan set. NTE Mobility Partners LLC, Bluebonnet Contractors and the City of Fort Worth have executed the Assembly. Bluebonnet Contractors, LLC and the City of Fort Worth will coordinate and conduct a pre - construction meeting to address NTE 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 City of Fort Worth's facilities, and protect the traveling public. TxDOT has 10 business days to review and approve the Assembly. Reconjmended for Approval: terms, E ' Scott Stoc bur: r, P.E. r Alfonso Diaz Del Rio City of Fort Worth Assembly Developer Managed Assembly Number: 820-U-0506-0004 North Tarrant Express (NTEI — Segment West November 12, 2012 Facilities Conflict ID sfr Adjustment of an existing 16" waterline crossing on IH-35W from approximate 78 & 79 NTE BL STA 587+90 to STA 589+20. )=. Adjustment of an existing 12" water line crossing on IH-35W from approximate 80 NTE Utility BL STA 660+00 to STA 663+00. ➢ Adjustment of an existing 8" water line serving the North Fort Worth Baptist 183 Church from approximate IH-35W Utility BL STA 583+00 to STA 585+00. Bluebonnet Contractors, LLC is submitting the attached Utility Assembly in compliance with the CDA to adjust approximately 1,707 LF of 16", 12", and 8" water line between NTE IH-35W Baseline Station 583+00 and Station 660+00. The existing water and wastewater facilities are in conflict with the North Tarrant Express Project and are to be adjusted in compliance with TxDOT's Utility Accommodation Rules (UAR). The total estimated cost to replace these facilities is $1,046,592.00. The final cost will be determined according to actual accumulated costs. The relocation is 100% compensable for the City of Ft. Worth. There are no betterments or salvage values associated with this utility adjustment. This 'Developer Managed' Assembly consists of thirteen components as required by the CDA (Assembly Summary, Utility Adjustment Agreement Amendment, Plans, Specifications, and Estimates, Affidavit of Property Interests, Statement of Work, Joint Use Acknowledgement, Assembly Checklist, No Conflict Sign -Off Forms, Right of Way Maps, TxDOT Checklist and Approval). Freese and Nichols, Inc., prepared the plans which were signed and sealed on November 9, 2012 by Robert H. McGee, P.E. NTE Mobility Partners LLC and Bluebonnet Contractors, LLC recommend approval of the Assembly and have acknowledged the Traffic Control Plan as defined in NTE General Construction Notes of the plans. The SW3P is also addressed in Bluebonnet Contractors General Notes under Environmental Notes within the plan set. NTE Mobility Partners LLC, Bluebonnet Contractors and the City of Fort Worth have executed the Assembly. Bluebonnet Contractors, LLC and the City of Fort Worth will coordinate and conduct a pre - construction meeting to address NTE 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 City of Fort Worth's facilities, and protect the traveling public. TxDOT has 10 business days to review and approve the Assembly. Recomm de. for Approva S ott o ter, nr, <' Al onso Diaz Del Rio Scott Stockburger, P.E. NTE-Checklist Rev. 2/2011 Page 1 of 4 TxDOT UTILITY ADJUSTMENT CHECKLIST City of Fort Worth U-No.: 820-U-0506-0004 Utility Owner Name: City of Fort Worth County: Tarrant Jurisdictions: TxDOT Ft. Worth District (City of Fort Worth) Estimated Dollar Amount of Utility Adjustment/Cost to Developer: $1,046,592.00 ROW CSJ No.: 0008-14-093 Construction CSJ No.: 0008-14-059 Section or Segment Number: NTE — Segment West ® Actual Cost or E Lump Sum (Check one) Federal -Aid ROW Project No.: N/A Alternate Procedure Approval Date: June 30, 2011 Highway Station Limits (To & From): NTE Utility IH-35W BL STA 583+00 to STA 663+00 Description/Scope of Work: Adjustment of approximately 1,707 LF of 16", 12', and 8"water line adjacent to and crossing IH-35W from Fossil Creek Blvd. to north of Meacham Blvd. The existing water facilities are in conflict with the North Tarrant Express Project and are to be adjusted in compliance with TxDOT's Utility Accommodation Rules (UAR). 1.Yes ® No E] N/AC 2.Yes ® No N/AC Approved & current ROW Maps on file with TxDOT? Is the Utility Adjustment within the Facility ROW limits or directly related to work required within Facility ROW limits? 3. Yes ® No n N/A Are explanations and clarifications included in the transmittal to describe unique conditions affecting the Utility? 4. Yes ® No C N/A E Have (3) identical originals of the Utility Assembly with plans been submitted, of which one original should be color -coded? NTE-Checklist Rev. 2/2011 Page 2 of 4 5. Yes ® No EN/A C Has the Developer's Utility Design Coordinator located on the plans the major items of material listed on the estimate by scaling or stationing? 6. Yes bn No n N• /A n Have the existing and proposed Utility facilities been plotted on the ROW map and attached with this submission. 7. Yes ® No n N• /A n Have the Utility Adjustments been designed for the Proposed Configuration? 8. Yes ® No n N• /A n Has the Utility Owner signed the plans for a Developer Managed MUAA (DM)? 9.Yes n Non N• /A® Has the Utility Owner signed the plans for an Owner Managed (OM) MUAA that allows for the Developer to design for the Utility Adjustment? 10. Yes n No (n N/A ® If the agreed sum method has been marked, has a detailed, itemized estimate and matching plans been provided? 11. Yes ® No ❑ N/A C Is the Utility consultant -engineering contract reviewed and approved by the Developer's Utility Manager (UM)? 12. Yes ® No C N/A C Are all forms submitted complete and correct for the situation/circumstance of the Utility Adjustment? 13. Yes n No n N/A Z Has the Statement Covering Utility Construction Contract Work (TxDOT Form ROW-U-48) been submitted for work completed by an owner -managed contractor? 14. Yes EK No C N/A n Is the Utility Assembly folded so as to fit into an 8.5" x 11" file? 15. Yes ❑ No ® N/A n Are any of the proposed Utility facilities installed longitudinally inside the control of access, excluding areas near ramp terminals? 16. Yes ❑ No n N/A ® Has Barlow's Formula information been submitted for unencased high-pressure pipelines? 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. NTE-Checklist Rev. 2/2011 Page 3 of 4 17. Yes ❑ No E N/A ❑f If the pipeline is unencased, is there adequate coating, wrapping and cathodic protection? 18.Yes ® Nor N• /AT 19.Yes ® No N/A❑ 20. Yes ® No ❑ N/A C 21.Yes ®No(❑ N/AC 22.Yes ® NoE N/A ❑ 23. Yes Ll No ❑ N/A El 24.Yes ( No® N/Afl 25.Yes❑f No N/A® 26. Yes ❑ No ❑ N/A IZ 27. Yes ❑ No ❑ N• /A 28.Yes ❑ No N/A® 29. Yes ❑ 30. Yes Z 31.Yes ® No 32. Yes C No N/A® No N/An N/A ❑ No Ell N• /A® 33.Yes ❑ No N/A❑ 34. Yes ® No ❑ N/A ❑ Are replacement Utility ROW charges justified and supported? If yes to #18, is an affidavit and an ownership instrument (i.e. easement, license or deed) included? Do Utility Adjustment plans demonstrate Utility Accommodation Rules compliance, including minimum depth of cover from proposed grade and casing requirements? Is the proposed Utility Adjustment shown on the plans with stationing and offsets from centerline, edge of pavement, or ROW lines? Are backfill requirements met? Is a schedule of work provided by/required of the Utility Company if the Utility Adjustment is large and complex? Is a Betterment credit applicable? If yes to #24, is the credit calculated and applied properly? Is accrued depreciation credit applicable? If accrued depreciation is applicable, is credit applied properly? Is salvage credit applicable? If salvage credit applicable, is the credit applied properly? Are overheads and loadings checked for reasonableness? Are cost estimate extensions checked? Is a correct & recorded Quitclaim Deed (TxDOT Form ROW-N-30) submitted, if required? Has a recommendation for approval been stated on the transmittal memorandum? Is the Utility Adjustment in only one jurisdiction? NTE-Checklist Rev. 2/2011 Page 4 of 4 35. Yes ❑ No ❑ N/A If the Utility Adjustment is in more than one jurisdiction, have the percentages in each jurisdiction been detailed in the transmittal memorandum? 36. Yes ® No ❑ N/A ❑ Are the sign -off forms attached? 37. Yes ® No ❑ N/A ❑ Have the plans for the Utility Adjustment been sealed by a Registered Professional Engineer? by: Pre Prepared p Utility Design Coordinator Approved by: %i%�/ Utility Manager Recommended for Approval b : Quality Control Date: 11 / 2411X)l L. Comments: — NTE-Checklist Rev. 2/2011 Page 1 of 4 TxDOT UTILITY ADJUSTMENT CHECKLIST City of Fort Worth U-No.: 820-U-0506-0004 Utility Owner Name: City of Fort Worth County: Tarrant Jurisdictions: TxDOT Ft. Worth District (City of Fort Worth) Estimated Dollar Amount of Utility Adjustment/Cost to Developer: $983,986.41 ROW CSJ No.: N/A Construction CSJ No.: 0014-16-194 Section or Segment Number: NTE — Segment West X Actual Cost or n Lump Sum (Check one) Federal -Aid ROW Project No.: N/A Alternate Procedure Approval Date: June 30, 2011 Highway Station Limits (To & From): NTE Utility IH-35W BL STA 583+00 to STA 663+00 Description/Scope of Work: Adjustment of approximately 1,707 LF of 16", 12", and 8"water line adjacent to and crossing IH-35W from Fossil Creek Blvd. to north of Meacham Blvd. The existing water facilities are in conflict with the North Tarrant Express Project and are to be adjusted in compliance with TxDOT's Utility Accommodation Rules (UAR). 1. Yes lX No ❑ N/A 2.Yes ® Non N/A❑ 3.YesX No N/An 4.YesZ No N/AT Approved & current ROW Maps on file with TxDOT? Is the Utility Adjustment within the Facility ROW limits or directly related to work required within Facility ROW limits? Are explanations and clarifications included in the transmittal to describe unique conditions affecting the Utility? Have (3) identical originals of the Utility Assembly with plans been submitted, of which one original should be color -coded? NTE-Checklist Rev. 2/2011 Page 2 of 4 5. Yes IZ No nN/A (— Has the Developer's Utility Design Coordinator located on the plans the major items of material listed on the estimate by scaling or stationing? 6. Yes r< No n N/A 1 1 Have the existing and proposed Utility facilities been plotted on 7. Yes ® No N/A the ROW map and attached with this submission. Have the Utility Adjustments been designed for the Proposed Configuration? 8. Yes 1Z No ❑ N/A n Has the Utility Owner signed the plans for a Developer Managed MUAA (DM)? 9. Yes n No N/A ® Has the Utility Owner signed the plans for an Owner Managed (OM) MUAA that allows for the Developer to design for the Utility Adjustment? 10. Yes I ] No ❑ N/A IZ If the agreed sum method has been marked, has a detailed, itemized estimate and matching plans been provided? 11. Yes No ❑ N/A n Is the Utility consultant -engineering contract reviewed and approved by the Developer's Utility Manager (UM)? 12. Yes No n N• /A Are all forms submitted complete and correct for the situation/circumstance of the Utility Adjustment? 13. Yes ❑ No n N/A ® Has the Statement Covering Utility Construction Contract Work (TxDOT Form ROW-U-48) been submitted for work completed by an owner -managed contractor? 14. Yes 15. Yes Non N• /A No® N/An Is the Utility Assembly folded so as to fit into an 8.5" x 11" file? Are any of the proposed Utility facilities installed longitudinally inside the control of access, excluding areas near ramp terminals? 16. Yes [- No n N• /A ® Has Barlow's Formula information been submitted for unencased high-pressure pipelines? 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. NTE-Checklist Rev. 2/2011 Page 3 of 4 17. Yes 18. Yes 19. Yes No No N/A If the pipeline is unencased, is there adequate coating, wrapping and cathodic protection? N/A ❑ Are replacement Utility ROW charges justified and supported? No N/A g If yes to #18, is an affidavit and an ownership instrument (i.e. easement, license or deed) included? 20.Yes IX No N/A Do Utility Adjustment plans demonstrate Utility Accommodation Rules compliance, including minimum depth of cover from proposed grade and casing requirements? 21. Yes NNo N/A ❑ Is the proposed Utility Adjustment shown on the plans with stationing and offsets from centerline, edge of pavement, or ROW lines? 22. Yes E No r N/A Are backfill requirements met? 23. Yes ❑ No n N• /A Is a schedule of work provided by/required of the Utility Company if the Utility Adjustment is large and complex? 24. Yes Z 25. Yes 26. Yes n 27. Yes 28.Yes rf 29. Yes P1 30. Yes 31.Yes ® 32. Yes P1 No I-1 N/A I-1 Is a Betterment credit applicable? No N/A n If yes to #24, is the credit calculated and applied properly? No n N• /A F Is accrued depreciation credit applicable? No N/A ® If accrued depreciation is applicable, is credit applied properly? No n N/A Is salvage credit applicable? No P1 N• /A ® If salvage credit applicable, is the credit applied properly? No ^ N/A ❑ Are overheads and loadings checked for reasonableness? No n N• /A n Are cost estimate extensions checked? No n N• /A ® Is a correct & recorded Quitclaim Deed (TxDOT Form ROW-N-30) submitted, if required? 33. Yes No n N• /A n Has a recommendation for approval been stated on the transmittal memorandum? Il 34. Yes ix No ❑ N• /A Is the Utility Adjustment in only one jurisdiction? NTE-Checklist Rev. 2/2011 Page 4 of 4 35. Yes No I I N/A 1 If the Utility Adjustment is in more than one jurisdiction, have the percentages in each jurisdiction been detailed in the transmittal memorandum? 36. Yes g No I I N/A Are the sign -off forms attached? 37. Yes No [f N/A n Have the plans for the Utility Adjustment been sealed by a Registered Professional Engineer? Prepared by: Approved by: Utility Design Coordinator Utility Manager Recommended for Approval by: Quality Control Date: Comments: Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 1 of 22 Rev.4/10/10 County: TARRANT ROW CSJNo.: 0008-14-093 Const. CSJ No.: 0008-14-059 Highway: IH 820 Limits: From IH 35W to Southwestern Railroad (DART) MASTER UTILITY ADJUSTMENT AGREEMENT (Developer Managed) Agreement No.: 820-U-0506 THIS AGREEMENT, by and between NTE Mobility Partners LL "Developer", Bluebonnet Contractors, LLC, hereinafter identified as the City of Fort Worth, hereinafter identified as the "Owner", is as follows: WITNESSETH WHEREAS, the STATE OF TEXAS, acting by and through hereinafter identified as "TxDOT", is authorized to turnpike projects as part of the state highway sys with the provisions of Chapters 203 and 223, Te WHEREAS, the TxDOT proposes to co Project (the "Facility"); and WHEREAS, pursuant to that certain Compr and the Developer with respec -.Facility to design, construct, finance ope- tt. r intai WHEREAS, the Dev other necessary adju subject to the provisio WHERE Design Contr Adju rsuant t tractor has undertaken per's duties f existing reinafter ign-B entified as the Contractor" and exas Department e ransportation, operate, ntain, and improve e of , all in conformance ed; and ect identified as the North Tarrant Express ent Agreement by and between TxDOT eveloper has undertaken the obligation CDA include causing the removal, relocation, or cted by the Facility (collectively, "Adjustment"), ain s't -Build Contract by and between the Developer and the respect to the Facility (the "Design -Build Contract"), the Design -Build he obligation to design and construct the Facility, which includes the ntractor's expense, subject to the provisions herein; and y receive Federal funding, financing and/or credit assistance; and WHEREAS, I1) D 3ti`.�,4-Build Contractor and the Owner agree to enter into this Master Utility Adjustment Agreement ("MUAA") which provides an overall scope of the Facility and, by necessity, includes at least one Adjustment, detailed herein; and WHEREAS, additional Adjustments of Owner Utilities will be memorialized by amendments to this MUAA, known as Utility Adjustment Amendment Agreements ("UAAA"); and WHEREAS, the Design -Build Contractor has notified the Owner that certain of its facilities and appurtenances (the "Owner Utilities") are in locational conflict with the Facility (and/or with the "Ultimate Configuration" as such term is defined in the CDA of the Facility), and the Owner has requested that the Developer and the Design -Build Contractor undertake the Adjustment of the Owner Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 2 of 22 Rev.4/10/10 Utilities pursuant to §203.092, Texas Transportation Code, as amended, and Rule 21.23 of Title 43„ as necessary to accommodate the Facility (and the Ultimate Configuration); and WHEREAS, Owner Utilities and the proposed Adjustment of the Owner Utilities are located within the Facility generally described as follows: the expansion of IH-820 from Mark IV Parkway east to the Fort Worth City Limits at North Beach Street; total footage along IH-820 of approximately 9,357 LF, as shown on Exhibit "A" attached hereto and incorporated herein; and WHEREAS, the Owner, Developer and Design -Build Contractor recognize that time is of the essence in completing the work contemplated herein; and WHEREAS, the Developer, the Design -Build Contractor and the Own sire to implement the Adjustment of the Owner Utilities by entering into this Agreement. AGREEMENT NOW, THEREFORE, in consideration of these premises an the parties hereto and other good and valuable consideration, hereby acknowledged, the Developer, the Design-Buil4 to The first locational conflict requiring an Adju follows: 1. Conflict 89 - Adjust approximat existing water line crossing IH 8 Utility BL STA 731+52) is in conflic adjusted in compliance with TxDO adjustment will incluet; lation transmission line in 600 [tt54 to STA 730+98 (proposed c>f equire a t ' gorary the adjustme Fossil Vista being abandon durin_ roadway epara or so str ion of Pla accept •' 4- plans, .,.0 • Ad: Mr err va ing • t of an the mutual coven ceipt and sufficie the Owner a cto ner tittr 6.1 ee n s eements of of which being follows: wn as Conflict 89 as e of 36" water transmission line. The t (existing crossing IH 820 at NTE fs- Nor rant Express Project and is to be �dity Ac modation Rules (UAR). The bximately 720 linear feet of water teel c4vi g from NTE Utility BL STA 730+82 t NTE Utility BL STA 730+70). In addition, service connection near the Beach St. and lin each ap ion. Theej ortions of the existing line in conflict that are not rding'Ptco provisions within this assembly will be removed [Check one box that applies:] ild Contractor has hired LTRA / Pacheco Koch engineering firm(s) to e Owner to perform engineering services needed for the preparation of uired specifications, and cost estimates ("Plans") for the proposed nt(s) of the Owner Utilities. The Design -Build Contractor represents and is that the Plans will conform to the most recent Utility Accommodation Rules issued by the Texas Department of Transportation ("TxDOT"), set forth in 43 Tex. Admin. Code Part 1, Chapter 21, Subchapter C et seq., (the "UAR"). By the signing of the Plans, the Owner hereby approves the Plans and confirms that the Plans are in compliance with the "standards" described in Paragraph 3(d). The Plans for Conflict 89 are attached hereto as Exhibit "C", incorporated herein. El The Owner has provided plans, required specifications and cost estimates, attached hereto as Exhibit C (collectively, the "Plans"), for the proposed Adjustment of the Owner Utilities. The Owner represents and warrants that the Plans conform to the Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 3 of 22 Rev.4/10/10 UAR. By its execution of this Agreement, the Developer and the Design -Build Contractor hereby approve the Plans. The Owner also has provided to the Design - Build Contractor a utility plan view map illustrating the location of existing and proposed utility facilities on the Developer's right of way map of the Facility. With regard to its preparation of the Plans, the Owner represents as follows [check one box that applies]: The Owner's employees were utilized to prepare the Plans, and the charges therefore do not exceed the Owner's typical costs for such work. The Owner utilized consulting engineers to prepare t such work are not based upon a percentage of const fees encompass only the work necessary to prep the Owner Utilities described herein, and do n any other project. The fees of the consulting comparable to the fees typically charged by consult the Facility for comparable work for the Owner. 2. Review by TxDOT. The parties hereto acknowledge (a) (a) Upon execution of this Agree Build Contractor and the Owner, t together with the attached Pla package referred to as a "Utili \: to modify this Agreement parties, to respond to an generality of the foregoin acceptance) to any modifie Contractor in r nse to T receipt of suc Owner agrees to modified Plans to t sub aim i .• TxDOT days tft,-r modifi ' d be deem !` i Hans whi the right to (b) •' I.,.Q. a an emit i r: .1 t,t�lE .�c ans, and the fees for 1tt'in costs. Further, such e Plans f r Adjustment of elude fee work done on asonable and are eers in th ale of rs ee as follows: , by the D mit thi parties ve per, the Design- eement or UAAA, do approval as part of a o cooperate in good faith necessary an mutually acceptable to all y TxDOT thereon. Without limiting the agrees to respond (with comment and/or eement prepared by the Design -Build thin fourteen (14) business days after wner originally prepared the Plans, the se to TxDOT comments and to submit such :l ontractor for its comment and/or approval (and re- • r u,t and/or approval) within fourteen (14) business comments. The Owner's failure to timely respond to any Design -Build Contractor pursuant to this paragraph shall .oval of same. If the Owner fails to timely prepare modified its responsibility hereunder, then the Design -Build Contractor shall have dify the Plans for the Owner's approval as if the Design -Build Contractor h c ' epared the Plans. The Design -Build Contractor shall be responsible for to and obtaining comments on and approval of the Plans from the Approval of the Plans by the Design -Build Contractor shall be deemed to be pproval of the Plans. The process set forth in this paragraph will be repeated Owner, the Developer, the Design -Build Contractor and TxDOT have all ed this Agreement and accepted the Plans. (b) The parties hereto acknowledge and agree that TxDOT's review, comments, and/or approval of a Utility Assembly or any component thereof is solely for the purpose of ascertaining matters of particular concern to TxDOT, and TxDOT has, and by its review, comments and/or approval of such Utility Assembly or any component thereof, undertakes no duty to review the Utility Assembly or its components for their quality or for the adequacy of adjusted utility facilities (as designed) for the purposes for which they are intended to be used or for compliance with law or applicable standards (other than TxDOT requirements). .e z K E tion si TxD ns tilarlZ1 -d to C v' • nall 1 Develope Develop •, .4f z' col of by d/or men la co T TxDO embly". lan e 1 0 an res , ent the I • Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 4 of 22 Rev.4/10/10 3. Design and Construction Standards. All design and construction performed for the Adjustment work which is the subject of this Agreement shall comply with and conform to the following: (c) (a) All applicable local and state laws, regulations, decrees, ordinances and policies, including the UAR, the Utility Manual issued by TxDOT (to the extent its requirements are mandatory for the Adjustment necessitated by the Facility, as communicated to the Owner by the Developer, the Design -Build Contractor or TxDOT), the requirements of the CDA, and the policies of TxDOT; (d) (b) All Federal laws, regulations, decrees, ordinances and policies applicable to projects receiving Federal funding, financing and/or credit assistance (including without limitation 23 CFR 645 Subparts A and B, incorporated herein by this reference); (e) (c) The terms of all governmental permits or other approv. s as well as any private approvals of third parties necessary for such work; and (f) (d) The standard specifications, standards of pract and cons ction methods (collectively, "standards") which the Owner customarih applies to utility facilities comparable to the Owner Utilities that are constructed by `h s w for the Owner by its contractors at the Owner's expense, and which the • witkIr `' as submi • of to the Design -Build Contractor in writing. (g) (e) Exhibits for this Agreement, any U < , final plans, and . , o i sl2a ings shall be provided in a format that can be reproduc ' black and white to-:t as per City standard. Drawings should include a L,n' e d be p << ted to that s e. Street names are to be included on all exhibits. Such design and construction also shal and construction of the Facility, the other utilities being installed in t ce receipt from the Design -Build Con` 14 "oi as necessary to comply with the fo:(o o standards referenced in ,a' A greemen`, t, he onsisten • - 1t • at- c'o 111iy. lei 'lit vic of Fac ls�, In strin compa ith (i) the current design figuration" fbr the Facility, and (iii) any pon delivery, the Owner shall acknowledge lans and Ultimate Configuration documents of any inconsistency among any of the 't standard shall apply. 4. Responsibility for Cos " '� At stm t j Wo-4-1-. With the exception of any Betterment (hereinafter defined), the pa't'to. sha `t" :o e the cost of any Adjustment between themselves as identified in ((t :-, Agreement or ,• A in . , lo dance with § 203.092, Texas Transportation Code. An allocation o..rehdmay be • ( e• ined by application of an Eligibility Ratio, if appropriate, as detailed in t'i ., Agree ‘t ril i e. U Nk.<` . TxDOT shall have no liability to the Owner for any such costs. The O;wn- t e' • Z y .cknowledges that it shall be entitled to compensation only (on) d1.0 S esign-B `' t Contractor for any Adjustment costs for the Owner Utilities covered by 's Agreement, in ding costs with respect to real property interests (either acquired or elinquis -s , . e d s • o ifically acknowledges that it shall not be entitled to compensation or ,,r ` 'cots T i OT or the State of Texas. 5. Construction b << • Design -Build Contractor. (h) le Owner hereby requests that the Design -Build Contractor perform the tion necessary to adjust the Owner Utilities and the Design -Build Contractor hereby agrees to perform such construction. All construction work hereunder shall be performed in a good and workmanlike manner, and in accordance with the Plans (except as modified pursuant to Paragraph 16). (i) (b) The Design -Build Contractor shall retain such contractor or contractors as are necessary to adjust the Owner Utilities, in accordance with the CDA. Any contractor(s) retained by the Design -Build Contractor must come from the Owner's current prequalification list and meet the Owner' s contractor pre -qualification requirements appropriate for the work the contractor(s) will perform. Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 5 of 22 Rev.4/10/10 (m) (n) (c) The Design -Build Contractor shall obtain all permits necessary for the construction to be performed by the Design -Build Contractor hereunder, and the Owner shall cooperate in that process as needed. (d) Design -Build Contractor shall require that any Contractor that performs work on the Adjustment of Owner's Utilities under a subcontract with Design -Build Contractor furnish a payment and performance bond in the names of the Design -Build Contractor and Owner for one hundred percent (100%) of the contract price of the infrastructure, and a maintenance bond in the name of the City for one hundred percent (100%) of the contract price of the infrastructure for a period of two (2) years insuring the maintenance and repair of the constructed infrastructure during the term of t " u aintenance bond. All bonds to be furnished before work is commenced and t. tt -et the requirements of Chapter 2253, Texas Government Code. it oir- ti�. Zl ‘ �,�r' -r `s r $. the • h;,ac' cumen The (e) Design -Build Contractor shall require the contrac construction work contemplated herein to provide insurance amounts noted in Exhibit D "Insurance Requirements". Th additional insured on all insurance requ' ?e. by said do evidenced on the ACORD Certificate of Insura-ict. upplied by provider, a copy of which shall be pro c lie 0 6. Reimbursement of Owner's Indirect (o) (a) Design -Build Contract engineering, inspection, t requested by the Owne payment will not exceed indirect work is complete, Intermediate p is s the intermedia (p) (b) Unless oil iv. indire t costs assoc purs ua1tr,sc e method (q) 0 re? Ow e i. g, R1��k ttic,;ethly )J ; Lc., the �loa D. hall not be n 44. C:eica ed a e en true ct co or in ex shall to perform the of the amed as e will be or's insurance 2 urse the Ow' -r its indirect costs (e.g., ified in this • greement or UAAA. When s payments will be made. The monthly . t ted indirect work done to date. Once the .the eligible indirect costs will be made. . final payment for any items included in in Agreement or any UAAA, the Owner's tment of the Owner Utilities shall be developed scribed below [check only one box]: cst1 l htdirect costs accumulated in accordance with (i) a work procedure prescribed by the applicable Federal or State body, or (ii) established accounting procedure developed by the and which the Owner uses in its regular operations or, elate u the agreed sum of $ ("Agreed Sum") as supported by the analysis o the Swner's estimated costs attached hereto as part of this Agreement or AAA. 4(c) All indirect costs charged to the Design -Build Contractor by the Owner shall be reaa+onable and shall be computed using rates and schedules not exceeding those applicable to similar work performed by or for the Owner at the Owner's expense. Design -Build Contractor's performance of the Adjustment work hereunder and payment of the Design -Build Contractor's share of the Owner's costs pursuant to this Agreement, if applicable, shall be full compensation to the Owner for all costs incurred by the Owner in Adjusting the Owner Utilities (including without limitation costs of relinquishing and/or acquiring right of way), and TxDOT shall have no liability to the Owner for any such costs. (r) (d) Eligible Owner indirect costs shall include only those authorized under 23 C.F.R. Part 645, Subpart A. The Owner agrees that costs referenced in 23 C.F.R. Section Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 6 of 22 Rev.4/10/10 645,117(d)(2) are not eligible for reimbursement. These regulations can be found at: httu://www.access.gpo.gov/nara/cfr/waisidx_04/23cfr645_04.html 7. Advancement of Funds by Owner for Construction Costs. This Agreement or any UAAA shall identify all estimated engineering and construction -related costs, including labor, material, equipment and other miscellaneous construction items. This Agreement or any UAAA shall also identify the Owner's and Design -Build Contractor's respective shares of the estimated costs. (s) (a) Advancement of Owner's Share, if any, of Estimated Costs Exhibit C shall identify all estimated engineering and including labor, material, equipment and other miscellaneous C shall also identify the Owner's and Design -Build Contr estimated costs. The Owner shall advance to the Design -Build Contractor it estimated costs for construction and engineering work to be Contractor, in accordance with the followingrms: c ction-related costs, traction items. Exhibit respec 've shares of the of 0c.. • <i-CO. hare, if a ed by D , of the -Build The adjustment of the Owner's Utilitieulbes not require adva nt of funds. ❑ The adjustment of the Owne r s it 'Wes d`as require adv. ft ement of funds and the terms agreed to betw- i1 s° e De e -Buile _ antra Lot': nd Owner are listed below. [Insert terms of advance Owner..] (t) (b) Adjustment Based ndin [Check the one a,propriate p ❑ The O cost f completion A 'f any, 0 th am or rra(r 1s ``lZ • -11Sc(c - 1 � ills •ins z,( greeme the Owi. -rh d between D-sign-Build Contractor and Agreed Sum ment offunds is required]: esponsih' - fo ' h share of the Design -Build Contractor's actual luding the identified Betterment. Accordingly, upon work to be performed by both parties pursuant to er shall pay to the Design -Build Contractor the hich the actual cost of the Betterment (as determined in actual cost of Owner's share of the Adjustment (based forth in Exhibit A) exceeds the estimated cost advanced by r, or (it the Design -Build Contractor shall refund to the Owner the if any, by which such advance exceeds such actual cost, as applicable. eed Sum is the agreed and final amount due for the Adjustment, any Betterment, under this Agreement. Accordingly, no adjustment er up or down) of such amount shall be made based on actual costs. 8. Invoi nvoice submitted by the Owner shall be prepared in the form and manner prescribe • ': 3 C.FR. Part 645, Subpart A. On invoices prepared by either the Owner or the Design -Build Contractor, all costs developed using the "Actual Cost" method shall be itemized in a format allowing for comparisons to the approved Estimates, including listing each of the services performed, the amount of time spent and the date on which the service was performed. The original and three (3) copies of each invoice, together with (1) such supporting information to substantiate all invoices as reasonably requested, and (2) such waivers and releases of liens as the other party may reasonably require, shall be submitted to the other party at the address for notices stated in Paragraph 22, unless otherwise directed pursuant to Paragraph 22. The Owner and the Design -Build Contractor shall make commercially reasonable efforts to submit final invoices not later than one hundred twenty (120) days after completion of work. The Owner and the Design- Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 7 of 22 Rev.4/10/10 Build Contractor hereby acknowledge and agree that any costs not submitted to the other party within eighteen months following completion of all Adjustment work to be performed by the parties pursuant to this Agreement shall be deemed to have been abandoned and waived. 9. Betterment and Salvaee. (u) (a) For purposes of this Agreement, the term "Betterment" means any upgrading of an Owner Utility being adjusted that is not attributable to the construction of the Facility and is made solely for the benefit of and at the election of the Owner, including but not limited to an increase in the capacity, capability, efficiency or function of the adjusted Utility over that provided by the existing Utility facility or an ex . ansion of the existing Utility facility; provided, however, that the following are not co 15'tc ered Betterments: any upgrading which is required for accommodate replacement devices or materials that are of eq identical; replacement of devices or material next highest grade or size; any upgrading required by replacement devices o non -stocked items ay any upgrading r requirements of Par chang existing Facility. Re be, ciT 1n� . ►'h'; 11.0 terials wh' �zIecono prove by d); Y t 0 .t. pf'the Facil' nt s longer regularly w Sri tt c`. tic Y; rds although not ations or o dtnances; are use :t to purchase; . with the reasons of economy (e.g., Owner's written "standards" meeting the esign-Build Contractor to avoid conflicts with m . .n,. ' ►ail fr ise ties, storm drainage or other features of the Any 1, . �'' required 'k, e Owner's written "standards" meeting the requirements of Paragr. t : 3?(I) si l be dee -nc, to be of direct benefit to the Facility. Any replacement devices materibl use reasons of economy shall be pre -approved by Owner. (tb) It is, ztAderstood d agreed that neither the Developer nor the Design -Build ontractorall pay for any Betterments and that the Owner shall be solely responsible ther-.for. N Betterment may be performed hereunder which is incompatible with the 4y oar th i' ltimate Configuration or which cannot be performed within the other nstrain of applicable law, any applicable governmental approvals, and the requiremp tis imposed on the Developer by the CDA, including without limitation the schedplifi' requirements thereunder. Accordingly, the parties to this Agreement or any u t , AN agree to check the box that applies on this Agreement or UAAA: The Adjustment of the Owner Utilities pursuant to the Exhibit C Plans does not include any Betterment. ❑ The Adjustment of the Owner Utilities pursuant to the Plans includes Betterment to the Owner Utilities by reason of [insert explanation, e.g. "replacing 12" pipe with 24" pipe]: . The Design -Build Contractor has provided to the Owner comparative estimates for (i) all work to be performed by the Design -Build Contractor pursuant to this Agreement, including work attributable to the Betterment, and (ii) the cost to perform such work without the Betterment, which Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 8 of 22 Rev.4/10/10 estimates are hereby approved by the Owner. The estimated cost of the Design - Build Contractor's work hereunder which is attributable to Betterment is $ calculated by subtracting (ii) from (i). The percentage of the total cost of the Design -Build Contractor's work hereunder which is attributable to Betterment is %, calculated by subtracting (ii) from (i), which remainder is divided by (i). (w) (c) If Paragraph 9(b) identifies Betterment, the Owner shall advance to the Design - Build Contractor, at least fourteen (14) business days prior to the date scheduled for commencement of construction for Adjustment of the Owner Utilities, the estimated cost attributable to Betterment as set forth in Paragraph 9(b). Should the Owner fail to (y) at Ow advance payment to the Design -Build Contractor fourteen (1, siness days prior to commencement of the Adjustment construction, the Design E. 11` 1 Contractor shall have the option of commencing and completing (without delay ,ti - Adjustm t work without installation of the applicable Betterment. [If Paragraph 0(.1V ident -.N 1J-tterment, check the one appropriate provision]: ❑ The estimated cost stated in Paragraph 9(b) is the agr for Betterment hereunder, and acco c h 1y no adjustment such amount shall be made based on a Ma costs. ❑ The Owner is responsible identified Betterment. be performed by both p;i to the Design-Buil Betterment (dete estimated cost adv refund to the Owne actual as applic within calen Contracto refund shal s c stment c . y t . a •, nyi =� Zla C1 -. dingly, pursua c . the 17 �b5 1 ()lc . otc v )c; 175.1,c .11 w•i`lt •. i ontr as due t1 ild Co enta�z. din he ereun c Incp(ai - the 'DI;, sunt, ir addi`lo r , d fina t',cer .ip7• punt due r down) of -Built Contra or' �'' actual cost for the n comn 1z;4 • ,of = 1 Adjustment work to this Agr m - (i) the Owner shall pay nt, if any, b which the actual cost of the d below in this paragraph) exceeds the er, or (ii) the Design -Build Contractor shall y, by which such advance exceeds such al payment by the Owner shall be due fter the Owner's receipt of the Design -Build for, ether with supporting documentation; any `sixty (60) calendar days after completion of the The actual cost of Betterment incurred by the or shall be calculated by multiplying (i) the Betterment agraph 9(b), by (ii) the actual cost of all work performed o Contractor pursuant to this Agreement (including work etterment), as invoiced by the Design -Build Contractor to the •tiP, le to the th r da • Paik aph 9(b) identifies Betterment, the amount of Betterment in Owner's in( i - ` is s l-v 11 be determined by applying the percentage of the Betterment calculated m Paragr.1pa 9(.). The Owner's invoice to the Design -Build Contractor for the Design - Build Cc n actor's share of the Owner's indirect costs shall credit the Design -Build ctc " with any Betterment amount determined pursuant to this Paragraph 9(d). For any Adjustment from which the Owner recovers any materials and/or parts and retains or sells the same, after application of any applicable Betterment credit, the Owner's invoice to the Design -Build Contractor for its costs shall credit the Design -Build Contractor with the salvage value for such materials and/or parts, determined in accordance with 23 C.F.R. Section 645.105(j). (z) (f) The determinations and calculations of Betterment described in this Paragraph 9 shall exclude right of way acquisition costs. Betterment in connection with right-of-way acquisition is addressed in Paragraph 15. Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 9 of 22 Rev.4/10/10 10. Management of the Adiustment Work. The Design -Build Contractor will provide project management during the Adjustment of the Owner Utilities. 11. Utility Investigations. At the Design -Build Contractor's request, the Owner shall assist the Design -Build Contractor in horizontally locating any Utilities (including appurtenances) which are owned and/or operated by Owner and may be impacted by the Facility. Without limiting the generality of the foregoing, in order to help assure that neither the adjusted Owner Utilities nor existing, unadjusted utilities owned or operated by the Owner are damaged during construction of the Facility, the Owner shall mark in the field the location of all such utilities horizontally on the ground in advance of Facility construction in the immediate area of such utilities. 12. Inspection and Acceptance by the Owner. (aa) (a) Throughout the Adjustment construction hereu adequate inspection of such construction. The work inspector(s) at least once each working day, and more necessary for prudent installation. The Design -Build Cont Owner's standard advance notice timeframe of forty-eight ho inspection. Further, upon request by the D -Build Contracto Owner shall furnish an inspector at any able time in underway pursuant to this Agree underway in excess of the usual f• reasonably required. The Owne of any concerns resulting from (bb) (b) The Owner shall c -rfo including conducting any days after completion o construction if it is consiste by giving writt ' t' f ten (10) day not later than Contractor in prob comp y. and gi correct4(tc) Fi agrees to s r V �, 1 4 ees to p u h ar c E.L. e o ice o s 'c',o act p=r: • ,Lt e Own t. do t a1 .c o o f ', a writlnt 'di is g o110 c.� it if the sug d co • er shal lilt_ •tanc clu r w ptly n occasions eek an • 0t1 l\ t to the Ow e inspec ni sit inspections are 1zi11 compl, �<<'th the for to c r 'ts c,c wh'011 c• •< •..:L- r shall provide •y the Owner's ;Oil quested � :�,"` actors, the nstruction is en ' construction is ` such other times as sign -Build Contractor c insp n. ina ection of th adjusted Owner Utilities, ary n or appropriate, within ten (10) business do reunder. The Owner shall accept such ance standards described in Paragraph 3, he Design -Build Contractor within said e accept the construction, then the Owner shall, (10) day period, notify the Design -Build r non -acceptance and suggestions for correcting the ons are justified, the Design -Build Contractor will spect any revised construction (and re -test if appropriate) of later than ten (10) business days after completion of e id '1 lc - pe nce oil a- . after the Owner's acceptance of an adjusted Owner Utility, the Owner . -pt ownership, full operation, and general maintenance responsibility - . c,c,i 1 . or r i0 s or maintenance required due to a latent defect in the work performed 617- ' ii : ui Id Contractor) for such Owner Utility; provided, however, that repairs or modificatia s to the accepted Owner Utility required for final completion of the paving, includin s () • ewalks and any appurtenances shall remain the responsibility of the Design- :. . *On tractor. Upon notice to and inspection by the Owner that the final paving has •c csmpleted, Owner shall inspect and, if acceptable, finally accept the adjusted Owner Utilities. The maintenance bond time period (as provided pursuant to Sec. 5 (d), above) shall begin upon Owner's first acceptance of the adjusted Owner Utility. 13. Design Changes. The Design -Build Contractor will be responsible for additional Adjustment design and the Design -Build Contractor will be responsible for additional construction costs necessitated by design changes to the Facility, upon the terms specified herein. 14. Field Modifications. The Design -Build Contractor shall provide the Owner and the Developer with documentation of any field modifications, including Utility Adjustment Field Modifications Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 10 of 22 Rev.4/10/10 as well as minor changes described in Paragraph 16(b), occurring in the Adjustment of the Owner Utilities. 15, Real Property Interests. (a) Upon request, the Owner will endeavor to provide to Design -Build Contractor documents showing Owner's ownership of the Real Property. Design -Build Contractor shall procure documentation acceptable to TxDOT indicating any right, title or interest in real property claimed by the Owner with respect to the Owner Utilities in their existing location(s). Such claims are subject to TxDOT's approval as part of its review of the Developer and Design -Build Contractor Utility Assembly as described in Paragraph 2. Claims approved by TxDOT as to rights or interests are referr to herein as "Existing Interests". (b) If acquisition of any new easement or other in real property ("New Interest") is necessary for the Adjustment of any Owner hies, the Owner shall be responsible for undertaking such acquisition. Design-B st Owner with New Interest acquisitions if requested by Owner. t each acquisition hereunder expeditiously so that related Adjustmentproceed at,tly schedules. in Paragraph In erest (including nable legal costs as w , exc costs attributable to .Z1;u subject provisions of Paragraph �,ct costs shall be subject to the Design -Build e acquisition costs shall be segregated from voices. Any such New Interest shall have a 1,. ante with applicable law. paz s share only for a replacement in kind of e), unless a New Interest exceeding such odate the Facility or by compliance with by the Design -Build Contractor in the interest of nomy. Any New Interest which is not the Design -Build p , rsuant to the preceding sentence shall be considered a upgrades the Existing Interest which it replaces, or in its �r Utility was not installed pursuant to an Existing Interest. shall be solely the Owner's responsibility. h Existing Interest located within the final Facility right of way, upon e e related Adjustment work and its acceptance by the Owner, the Owner a quitclaim deed or other appropriate documentation relinquishing such Wrest to TxDOT, unless the affected Owner Utility is remaining in its original is being reinstalled in a new location within the area subject to such Existing All quitclaim deeds or other relinquishment documents shall be subject to 's approval as part of its review of the Utility Assembly as described in Paragraph 2. For each such Existing Interest relinquished by the Owner, the Design -Build Contractor shall do one of the following to compensate the Owner for such Existing Interest, as appropriate: (dd) (ee) (ff) in accordance with the Developer's and the The Design -Build Contractor shall be respons 4) of the actual and reasonable acq without limitation the Owner's rea well as compensation paid to Betterment as described in Pa 15(e); provided, however, Contractor's prior writte other costs on the Owner' written valuation and shall (c) The D l -Build Co an Existing In ., in standard (i) is re applicable law, or over ity proj ec nsibili Contr Bette • i entirety tttermen d) For �0%i.•r trch •S(.�k -s Existing location u .11 on C., 0 s b float al e cq-cri-1: ca of oxtto.tha e ,1. `e. '0 a�7,'c ec ?1^u val. es an d in u�.et. vo,ll ?bath a de ie acc. akt • n-Buil 'b1E or it cos any such Ne es and sir ead tt zl 7ii l tt ui d intr. (,to'inay assi The all <01.tructio d Contract. s share (as sp "off: = c;Z;• (i) If the Owner acquires a New Interest for the affected Owner Utility, the Design - Build Contractor shall reimburse the Owner for the Design -Build Contractor's share of the Owner's actual and reasonable acquisition costs in accordance with Paragraph 1 5(c); or Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 11 of 22 Rev.4/10/10 (ii) If the Owner does not acquire a New Interest for the affected Owner Utility, the Design -Build Contractor shall compensate the Owner for the Design -Build Contractor's share of the fair market value of such relinquished Existing Interest, as mutually agreed between the Owner and the Design -Build Contractor and supported by a written valuation. The compensation provided to the Owner pursuant to either subparagraph (i) or subparagraph (ii) above shall constitute complete compensation to the Owner for the relinquished Existing Interest and any New Interest, and no further compensation shall be due to the Owner from the Developer, the Design -Build Contractor or TxDOT on account of such Existing Interest or New Interest(s). (hh) (e) The Owner shall execute a Utility Joint Use Ackno ment (ROW-U-JUAA) for each Adjustment where required pursuant to TxDOT ies. All tility Joint Use Acknowledgments shall be subject to TxDOT approval of its ' 'w of the Utility Assembly as described in Paragraph 2. 16. Amendments and Modifications. This Agreement may be amende written instrument executed by the parties hereto., accordance Paragraph 16(b) below. (ii) (a) Except as otherwise provi modification to this Agreement or to Utility Adjustment Agreement (TxDOT-CDA-U-35A-DM). '1 A concurrence of the Develo Design and Construction review and approval of T to any work being initiated each UAAA se ely from o (b) For pu this shall mean any Assembly previous cond of accurate ali in. wat A Utili `y Contract ve been additional r Gj) e t Or djus nd not ti/V�r•,i1� 17. Relationship of (kk) t sh h ,s en isl't 1 'AC• ro ld cii 017'WV ( p rt wi tjvC modifi ly by a 16(a) or ny amendment or t� l implemented by a "L. of Exhibit B hereto n be use new scope of work with d Contractor and TxDOT as long as the not changed. Each UAAA is subject to the ecoming effective for any purpose and prior wner agrees to keep and track costs for ::���formed. P 1t: 1 • (b), "Utility Adjustment Field Modification" ve `Er 1 change from the Plans included in a Utility xDOT, due either to design of the Facility or to flectet the approved Utility Assembly (e.g., shifting the e to miss a modified or new roadway drainage structure). ification agreed upon by the Developer, the Design -Build oes not require a UAAA, provided that the modified Plans OT for its review and comment. A minor change (e.g., an valve, an added utility marker at a ROW line, a change in vertical bend, considered a Utility Adjustment Field Modification and will not require a /be shown in the documentation required pursuant to Paragraph 14. tted to T r, th sibili r er or tc,c $ to er. bein rap des P ache AA' aph 16(b), reto sh it h C1 tor Parties. 'though some of the duties described in this Agreement are assigned ally to either the Developer or the Design -Build Contractor, the obligation under this Agreement to design and construct the Facility at the Developer's or Design -Build Contractor's expense, including the Adjustment, is jointly shared by the Developer and the Design -Build Contractor. To the extent Design -Build Contractor fails to perform an express duty or obligation of this Agreement, the Developer is authorized and obligated to provide such performance. Nothing in this Paragraph 17(a) however, alters or shall be construed in any way to alter the obligations, responsibilities, benefits, rights, remedies, and claims between Developer and the Design -Build Contractor under the Design -Build Contract to perform and pay for the Adjustment. Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 12 of 22 Rev.4/10/10 (11) (b) Except as provided in Paragraph 17(a) above, this Agreement does not in any way, and shall not be construed to, create a principal/agent or joint venture relationship between the Owner and the other parties hereto and under no circumstances shall the Owner, the Design -Build Contractor or the Developer be considered as or represent itself to be an agent of another. (mm) (c) Neither this Agreement nor the Design -Build Contract alters, or shall be construed in any way to alter the obligations, responsibilities, benefits, rights, remedies, and claims between the Developer and TxDOT under the CDA to design and construct the Facility, including the Adjustment. 18. Entire Agreement. This Agreement embodies the entire agreement een the parties and there are no oral or written agreements between the parties or any re • c: st' tations made which are not expressly set forth herein. 19. Assignment: Binding Effect TxDOT as Third Party Benefic'm; Ne Ito of the Owner, the Developer or the Design -Build Contractor may assign any of its '<t n ,s c ' delegate IA, of its duties under this Agreement without the prior written consent of the of ur . ies ant <oC xDOT, which consent may not be unreasonably withhelc er delayed; provie : d, eo ,/e v- , that the Developer and the Design -Builder may assign any o ` [4. -ir rights and/or • .1 lr- any of their duties to TxDOT or to any other entity engage;TxDO3'tio fulfill the D-.veloeer's obligations under the CDA, at any time without the pritense o, the 0,, er , but . Et ; providing notice to the Owner. This Agreement shall bind the 0 successors and permitted assigos, e subsequently provided by any pah veto remedies, or claims to any other p e t: o ,' n limitation, any contract. ,e.. other parts , eta to provided, however, th.:L,Va 0. ner, the although TxDOT is not ra p ..`y� �9 thi beneficiary to this Agreeme 20. Breach by th , the Design- : uild Contractor and their this Agreement nor in any approval construed as giving any benefits, rights, Lation or other entity, including, without td for t' r Adjustment work or the public in general; evelper and the Design -Build Contractor agree that Agreement, TxDOT is intended to be a third -party e,a ine, in (nn) (a) i he C„r, e lilac s that the Developer or the Design -Build Contractor has eached • n p its obliga °ens under this Agreement (the "Defaulting Party"), the Owner will notify 'tc c. Developer, the Design -Build Contractor and TxDOT in writing of such and `' -tc Defaulting Party shall have 30 days following receipt of such notice in ' Cure : Leh breach, before the Owner may invoke any remedies which may be available `Gc>> it as a result of such breach; provided, however, that both during and after such per'.t TxDOT shall have the right, but not the obligation, to cure any breach by the Party. Without limiting the generality of the foregoing, (a) TxDOT shall have ity to the Owner for any act or omission committed by the Defaulting Party in connection with this Agreement, including without limitation any reimbursement owed to the Owner hereunder and any claimed defect in any design or construction work supplied by the Developer, the Design -Build Contractor or by its contractors, and (b) in no event shall TxDOT be responsible for any repairs or maintenance to the Owner Utilities Adjusted pursuant to this Agreement. (oo) (b) If the Developer or the Design -Build Contractor claims that the Owner has breached any of its obligations under this Agreement, the Developer or the Design -Build Contractor will notify the Owner and TxDOT in writing of such breach, and the Owner shall have 30 days following receipt of such notice in which to cure such breach, before Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 13 of 22 Rev.4/10/10 the Developer or the Design -Build Contractor may invoke any remedies which may be available to it as a result of such breach. 21. Traffic Control. The Design -Build Contractor shall provide traffic control or shall reimburse the Owner for the Design -Build Contractor's share (if any, as specified in Paragraph 4) of the costs for traffic control made necessary by the Adjustment work performed by either the Design -Build Contractor or the Owner pursuant to this Agreement, in compliance with the requirements of the Texas Manual on Uniform Traffic Control Devices. Betterment percentages calculated in Paragraph 9 shall also apply to traffic control costs. 22. Notices. Except as otherwise expressly provided in this Agr communications pursuant to this Agreement shall be sent or delivere The Owner: The Developer: The Design -Build Contracto partty?d4 n� tkotice to Tx TxDOT: City of Fort Worth Attn: John R. Kasavich, P.E. Water Department 1000 Throckmorton Fort Worth, T Phone: 81 Fax: 81 NMo 9 1E Airpo No t'chlan Ph :" 8 710- Fax: 1 :lth.Parts=t. • 1 50C s, LLC y, Suite 600 TX 76180 I Contractors, LLC 1:1`I o op 820 Suite 102 Richland Hills, Tx 76180 817-510-3557 817-510-3691 e ent, all notices or following: of default of this Agreement to another party shall also send a copy of d the CDA Utility Manager at the following addresses: TxDOT Department of Transportation Attention: TTA Right of Way 125 E. 11th Street Austin, Texas 78701-2483 Phone: (512) 936-0980 CDA Utility Manager: Atkins Global Attention: Michael Crain North Texas CDA Project Office 3301 W. Airport Freeway Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 14 of 22 Rev.4/10/10 Bedford, Texas 76021 Phone: (817) 508-7602 Any notice or demand required herein shall be given (a) personally, (b) by certified or registered mail, postage prepaid, return receipt requested, or (c) by reliable messenger or overnight courier to the appropriate address set forth above. Any notice served personally shall be deemed delivered upon receipt, and any notice served by certified or registered mail or by reliable messenger or overnight courier shall be deemed delivered on the date of receipt as shown on the addressee's registry or certification of receipt or on the date receipt is refused as shown on the records or manifest of the U.S. Postal Service or such courier. Routin- (:)e unication between the Parties may be transmitted via electronic means. Copies of t.,07 , al documents may be transmitted electronically, but shall be for courtesy purposes, onl y party e ay from time to time designate any other address for this purpose by written nt to all ote or fatties; TxDOT may designate another address by written notice to all parties. 23. Approvals. Any acceptance, approval, or any other like action "n' ctively `t.roval") required or permitted to be given by either the Dui . oper, the Design ' d C'yc:' ractor, the Owner or TxDOT pursuant to this Agreement: 24. (pp) (a) Must be in writing to be efforts, (qq) (b) Shall not be unreasona withholding shall be in w such Approval, and every what changes are required (IT) (c) Exceptapprovals b otherwise in this rlteetnunt, sha party requesting an no ti cn p"r. . d is presc receipt `:° `1x'3 ,. y from Approv requestin (tt) (b) ithheld o t d tcll s..: tl Rio 11z, ;1 i1c, ed gran ,t 1 pursuant hereto), layed; antl i1i pproval is withheld, such ith specifici the reason for withholding to identify with as much detail as possible xD 1 r and except as may be specifically provided be de: ed granted if no response is provided to the ovate within, the time period prescribed by this Agreement (or if e then fourteen (14) business days), commencing upon actual =it ch an Approval is requested or required, of a request for rty. All requests for Approval shall be sent out by the party in accordance with Paragraph 22. tithe t Bence in the performance of this Agreement. 11 references to "days" herein shall be construed to refer to calendar days, i1!erwise stated. (uu) (c) No party shall be liable to another party for any delay in performance under this Agreement from any cause beyond its control and without its fault or negligence ("Force Majeure"), such as acts of God, acts of civil or military authority, fire, earthquake, strike, unusually severe weather, floods or power blackouts. 25. Continuing Performance. In the event of a dispute, the Owner, the Developer and the Design - Build Contractor agree to continue their respective performance hereunder to the extent feasible in light of the dispute, including paying billings, and such continuation of efforts and payment of billings shall not be construed as a waiver of any legal right. Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 15 of 22 Rev.4110110 26. Equitable Relief. The Developer, the Design -Build Contractor and the Owner acknowledge and agree that delays in Adjustment of the Owner Utilities will impact the public convenience, safety and welfare, and that (without limiting the parties' remedies hereunder) monetary damages would be inadequate to compensate for delays in the construction of the Facility. Consequently, the parties hereto (and TxDOT as well, as a third party beneficiary) shall be entitled to specific performance or other equitable relief in the event of any breach of this Agreement which threatens to delay construction of the Facility; provided, however, that the fact that specific performance or other equitable relief may be granted shall not prejudice any claims for payment or otherwise related to performance of the Adjustment work hereunder. 27. Authority. The Owner, the Developer and the Design -Build Contr warrants to the other parties that the warranting party possesses the this Agreement and that it has taken all actions necessary to lawfully authorize its undersigned signatory to execute this Agr terms. Each person executing this Agreement on behalf of a duly authorized to enter into this Agreement on behalf of such part hereof. 28. Cooperation. The parties acknowledge that the influenced by the ability of the Owner (and it Contractor to coordinate their activities, co reasonable requests. Subject to the to Developer and the Design -Builder agre respective duties hereunder in a s ner Contractor's current and future co t istil ion 1 nd con take all 'ste s 29. Termination. If the Facility projec � '1, t n - the Adjustment work d«z, :bed herei l,'c he-t its - Build Contractor in ith F i • the D elo. = i' Agreement. Upon such shall provide mutually acce liabilities of r�L jp. n'es relating L "M i){ m e e ih,• no 30. Nondiscrimina 11 1 # pursuant to this - - re fU , ' 31t s al origin o.; r ' uding procuremeTI 31. (); chte c a Texas, tri .„Lc u brough t to enfor be the Distric he led ies .t a, ise flan. ent and to each represents and authority to enter into that • uthority and to to ihi' d such party to w net1`' that he or she is d,t;o bind it to th:. terms a ti i 1-; completion of '1 Facility will be cto .. e Developer nd e Design -Build ith Z ZC r other, . ill ; spond promptly to ns o `tl • gr ent, the Owner, the s reasona ► ly 'cc • uired to coordinate their '1,1 h the Developer's and the Design -Build for the Facility. s If •dified so as to eliminate the necessity of De ;Amer shall notify the Owner and Design- eserves the right to thereupon terminate this 11 negotiate in good faith an amendment that conditions for handling the respective rights and tion. ?agrees, with respect to the work performed by such party h party shall not discriminate on the grounds of race, color, sability in the selection and/or retention of contractors and consultants, of materials and leases of equipment. he tc jction and Venue. This Agreement shall be governed by the laws of the out regard to the conflict of laws principles thereof. Venue for any action his Agreement or relating to the relationship between any of the parties shall rt of Travis County, Texas or the United States District Court for the Western (Austin), or other venue as approved by the parties. uri it 32. Waiver of Consequential Damaees. No party hereto shall be liable to any other party to this Agreement, whether in contract, tort, equity, or otherwise (including negligence, warranty, indemnity, strict liability, or otherwise,) for any punitive, exemplary, special, indirect, incidental, or consequential damages, including, without limitation, loss of profits or revenues, loss of use, claims of customers, or loss of business opportunity. Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 16 of 22 Rev.4/10/10 33. Captions. The captions and headings of the various paragraphs of this Agreement are for convenience and identification only, and shall not be deemed to limit or define the content of their respective paragraphs. 34. Counterparts. This Agreement 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 and the same instrument. 35. Effective Date. Except for the provisions of Paragraph 2(a) (which shall become effective immediately upon execution of this Agreement by the Owner, the Developer and the Design - Build Contractor without regard to TxDOT's signature), this Agreeme r L all become effective upon the later of (a) the date of signing by the last party (either the t wi =r, the Developer or the Design -Build Contractor) signing this Agreement, and (b) the < <tt.z of TxDT's approval as indicated by the signature of TxDOT's representative, below. This Master Agreement and initial Adjustment is effective as of the last date ri a Below. APPROVED BY: DESIGN -BUILD CONTRACTOR DE Bluebonnet Contractors. LLC LC By: Printed Name: Title: Date: Duly Authorized Representative y Authorized Representative TEXAS DEPARTME] TRANS ' eLTION By: Authorized ature Date: OWNER By: Printed Printed Name: Name: Title: Title: Date: City of Fort Worth Duly Authorized Representative Date: Recommended For Approval By: Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 17 of 22 Rev.4/10/10 ATTEST: Name: Title: Marty Hendrix Approved as to Form and Legality: City Secretary M&C No. Date: Douglas W. Black Assistant City Attorney Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 18 of 22 Rev.4/10/10 TARRANT : 0008-14-093 .: 0008-14-059 IH 820 From IH 35W to Southwestern Railroad (DART) County: ROW CSJ No. Const. CSJ No Highway: Limits: EXHIBIT A PROJECT OVERVIEW Texas Department of Transportation Form TxDOT-CDA-13-35-DM-NTE Page 19 of 22 Rev.4/10/10 EXHIBIT B County: ROW CSJ No.: Const. CSJ No. Highway: Limits: UTILITY ADJUSTMENT AGREEMENT AMEND (TxDOT-CDA-U-35A-DM) 1 TARRANT 0008-14-093 :0008-14-059 IH 820 From IH 35W to Southwestern Railroad (DART) TARRANT 0008-14-093 0008-14-059 IH 820 From IH 35W to Southwestern Railroad (DART) Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 20 of 22 Rev.4/10/10 EXHIBIT C CONFLICT 89 PLANS, SPECIFICATIONS, COST ESTIMATES AND County: ROW CSJ No.: Const. CSJ No.: Highway: Limits: Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 21 of 22 Rev.4/10/10 TARRANT 0008-14-093 : 0008-14-059 IH 820 From IH 3 5 W to Southwestern Railroad (DART) County: ROW CSJ No.: Const. CSJ No. Highway: Limits: EXHIBIT D INSURANCE REQUIREMENTS Texas Department of Transportation Form TxDOT-CDA-U-35-DM-NTE Page 22 of 22 Rev.4/10/10 City of Fort Worth Assembly Developer Managed Assembly Number: 820-U-0506-0004 North Tarrant Express (NTE) — Segment West November 12, 2012 Facilities Conflict ID - Adjustment of an existing 16" waterline crossing on IH-35W from approximate 78 & 79 NTE BL STA 587+90 to STA 589+20. Adjustment of an existing 12" water line crossing on IH-35W from approximate 80 NTE Utility BL STA 660+00 to STA 663+00. )- Adjustment of an existing 8" water line serving the North Fort Worth Baptist 183 Church from approximate IH-35W Utility BL STA 583+00 to STA 585+00. Bluebonnet Contractors, LLC is submitting the attached Utility Assembly in compliance with the CDA to adjust approximately 1,707 LF of 16", 12", and 8" water line between NTE IH-35W Baseline Station 583+00 and Station 660+00. The existing water and wastewater facilities are in conflict with the North Tarrant Express Project and are to be adjusted in compliance with TxDOT's Utility Accommodation Rules (UAR). The total estimated cost to replace these facilities is $983,986.41. The final cost will be determined according to actual accumulated costs. The relocation is 100% compensable for the City of Ft. Worth. There are no salvage values associated with this utility adjustment. This 'Developer Managed' Assembly consists of thirteen components as required by the CDA (Assembly Summary, Utility Adjustment Agreement Amendment, Plans, Specifications, and Estimates, Affidavit of Property Interests, Statement of Work, Joint Use Acknowledgement, Assembly Checklist, No Conflict Sign -Off Forms, Right of Way Maps, TxDOT Checklist and Approval). Freese and Nichols, Inc., prepared the plans which were signed and sealed on February 7, 2013 by Daniel Stoutenburg, P.E. NTE Mobility Partners LLC and Bluebonnet Contractors, LLC recommend approval of the Assembly and have acknowledged the Traffic Control Plan as defined in NTE General Construction Notes of the plans. The SW3P is also addressed in Bluebonnet Contractors General Notes under Environmental Notes within the plan set. NTE Mobility Partners LLC, Bluebonnet Contractors and the City of Fort Worth have executed the Assembly. Bluebonnet Contractors, LLC and the City of Fort Worth will coordinate and conduct a pre - construction meeting to address NTE 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 City of Fort Worth's facilities, and protect the traveling public. TxDOT has 10 business days to review and approve the Assembly. Recommen jed fpflApproval: H!Scott Cbiier, Alroiaz Del Rio 4. Scott Stockburger, P.E. City of Fort Worth Assembly Developer Managed Assembly Number: 820-U-0506-0004 North Tarrant Express (NTEI — Se znent West November 12, 2012 Facilities Conflict ID Adjustment of an existing 16" waterline crossing on IH-35W from approximate 78 & 79 NTE BL STA 587+90 to STA 589+20. Adjustment of an existing 12" water line crossing on IH-35W from approximate 80 NTE Utility BL STA 660+00 to STA 663+00. >- Adjustment of an existing 8" water line serving the North Fort Worth Baptist 183 Church from approximate IH-35W Utility BL STA 583+00 to STA 585+00. Bluebonnet Contractors, LLC is submitting the attached Utility Assembly in compliance with the CDA to adjust approximately 1,707 LF of 16", 12", and 8" water line between NTE IH-35W Baseline Station 583+00 and Station 660+00. The existing water and wastewater facilities are in conflict with the North Tarrant Express Project and are to be adjusted in compliance with TxDOT's Utility Accommodation Rules (UAR). The total estimated cost to replace these facilities is $1,046,592.00. The final cost will be determined according to actual accumulated costs. The relocation is 100% compensable for the City of Ft. Worth. There are no betterments or salvage values associated with this utility adjustment. This 'Developer Managed' Assembly consists of thirteen components as required by the CDA (Assembly Summary, Utility Adjustment Agreement Amendment, Plans, Specifications, and Estimates, Affidavit of Property Interests, Statement of Work, Joint Use Acknowledgement, Assembly Checklist, No Conflict Sign -Off Forms, Right of Way Maps, TxDOT Checklist and Approval). Freese and Nichols, Inc., prepared the plans which were signed and sealed on November 9, 2012 by Robert H. McGee, P.E. NTE Mobility Partners LLC and Bluebonnet Contractors, LLC recommend approval of the Assembly and have acknowledged the Traffic Control Plan as defined in NTE General Construction Notes of the plans. The SW3P is also addressed in Bluebonnet Contractors General Notes under Environmental Notes within the plan set. NTE Mobility Partners LLC, Bluebonnet Contractors and the City of Fort Worth have executed the Assembly. Bluebonnet Contractors, LLC and the City of Fort Worth will coordinate and conduct a pre - construction meeting to address NTE 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 City of Fort Worth's facilities, and protect the traveling public. TxDOT has 10 business days to review and approve the Assembly. 114 Scottst&ckburger, P. / Alfonso Diaz Del Rio Improving mobility in Texas Texas Dcpartmcnt of Transportation ihr_ '7.1.4. 4-4140.•, \''c :111.---' j:q_trPrtri. s , er bre-.1'ss'1111'n &i UAAA SIGNATURE SHEETS NTE CONFLICTS 78,79,80, AND 183 820-U-0506-0004 Texas Department of Transportation Form TxDOT-CDA-U-35A-DM-NTE Page 1 of 8 Rev. 08/26/10 County: ROW CSJ: Const. CSJ: Highway: Limits: TARRANT 0008-14-093 NO ROW CSJ 0008-14-059 0014-16-194 IH 82 / IH 35W From IH 3 5 W TO SOUTHWESTERN RAILROAD / AT IH 820 INTERCHANGE UTILITY ADJUSTMENT AGREEMENT AMENDMENT (Developer Managed) Amendment No. 0004 to Master Agreement No. 820-U-0506 Conflicts 78, 79, 80, and 183 THIS AMENDMENT TO MASTER UTILITY ADJUSTMENT AGREEMENT (this "Amendment"), by and between NTE Mobility Partners LLC, hereinafter identified as the "Developer", Bluebonnet Contractors, LLC, hereinafter identified as the "Design -Build Contractor" and City of Fort Worth, hereinafter identified as the "Owner", is as follows: WITNESSETH WHEREAS, the STATE of TEXAS, acting by and through the Texas Department of Transportation, hereinafter identified as "TxDOT", proposes to construct the turnpike project identified above (the "Facility", as more particularly described in the "Original Agreement", defined below); and WHEREAS, pursuant to that certain Comprehensive Development Agreement ("CDA") by and between TxDOT and the Developer with respect to the Facility, the Developer has undertaken the obligation to design, construct, finance, operate and maintain the Facility, including causing the removal, relocation, or other necessary adjustment of existing utilities impacted by the Facility (collectively, "Adjustment"); and WHEREAS, pursuant to that certain Design -Build Contract by and between the Developer and the Design -Build Contractor with respect to the Facility (the "Design -Build Contract"), the Design -Build Contractor has undertaken the obligation to design and construct the Facility, which includes the Adjustment; and WHEREAS, the Owner, the Developer, and the Design -Build Contractor are parties to that certain executed Master Utility Adjustment Agreement designated by the "Agreement No." indicated above, as amended by previous amendments, if any (the "Original Agreement"), which provides for the adjustment of certain utilities owned and/or operated by the Owner (the "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 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. T1TC 77A A A /TIT A\ ' - nn nn nn +'In .r...++.�. ^ Texas Department of Transportation Form TxDOT-CDA-U-35A-DM-NTE Page 2 of 8 Rev. 08/26/10 NOW, THEREFORE, in consideration of the agreements contained herein, the parties hereto agree as follows: 1. Amendment. The Original Agreement is hereby amended as follows: 1.1 Plans. (a) The description of the Owner Utilities and the proposed Adjustment of the Owner Utilities in the Original Agreement is hereby amended to add the following utility facility(ies) ("Additional Owner Utilities") and proposed Adjustment(s) to the Owner Utilities described in the Original Agreement: Conflicts 78 and 79 —Adjustment of an existing Owner16" waterline crossing on IH-35W from approximate NTE BL STA 587+90 to STA 589+20. The existing Owner facilities are in conflict with the NTE project and are to be adjusted in compliance with TxDOT's Utility Accommodation Rules (UAR). The adjusted facilities will include installation of approximately 871 LF of 16" C-905 PVC crossing IH-35W in the vicinity of Fossil Creek Blvd. The existing facilities that are not being removed during construction activities are to be cut, filled with grout, capped and abandoned in place. See Exhibit C attached hereto and incorporated herein. Conflict 80 — Adjustment of an existing Owner 12" water line crossing on IH-35W from approximate NTE Utility BL STA 660+00 to STA 663+00. The existing Owner facilities are in conflict with the NTE project and are to be adjusted in compliance with TxDOT's Utility Accommodation Rules (UAR). The adjusted facilities will include installation of approximately 640 LF of 12" C-900 PVC water line crossing IH-35W at approximate NTE BL STA 651+95. The existing facilities that are not being removed during construction activities are to be cut, filled with grout, capped and abandoned in place. See Exhibit C attached hereto and incorporated herein. Conflict 183 — Adjustment of an existing Owner 8" water line serving the North Fort Worth Baptist Church from approximate IH-35W Utility BL STA 583+00 to STA 585+00. The existing Owner facilities are in conflict with the NTE project and are to be adjusted in compliance with TxDOT's Utility Accommodation Rules (UAR). The adjusted facilities will include installation of approximately 196 LF of 8"C-900 PVC water line. The existing facilities that are not being removed during construction activities are to be cut, filled with grout, capped and abandoned in place. See Exhibit C attached hereto and incorporated herein; and (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 as Exhibits A-E. (c) The Plans attached hereto as Exhibits A-E, 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 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. AA11 AA 111.1T1^T1A ♦ ♦ /Ts 1 Texas Department of Transportation Form TxDOT-CDA-U-35A-DM-NTE Page 3 of 8 Rev. 08/26/10 1.2 Advancement of Funds by Owner for Construction Costs. (a) Exhibit A of the Original Agreement is hereby amended to add for the Additional Owner Utilities and proposed Adjustment(s) the following information set forth on Exhibits A-E hereto: (i) all estimated engineering and construction -related costs, including labor, material, equipment and other miscellaneous construction items, and (ii) the Owner's and Design -Build Contractor's respective cost sharing responsibility for the estimated costs, as more fully described in Section 1.4 below. The Owner shall advance to the Design -Build Contractor its allocated share, if any, of the estimated costs for construction and engineering work to be performed by Design -Build Contractor under this Amendment, in accordance with the following terns: ® The adjustment of the Owner's Utilities does not require advancement of funds. C The adjustment of the Owner's Utilities does require advancement of funds and the terns agreed to between the Design -Build Contractor and Owner are listed below. [Insert terms of advance finding to be agreed between Design -Build Contractor and Owner.) (b) Adjustment Based on Actual Costs or Agreed Sum. For purposes of Paragraph 7(b) of the Original Agreement, the following terns apply to the Additional Owner Utilities and proposed Adjustment. [Check the one appropriate provision]: ® The Owner is responsible for its share of the Design -Build Contractor's actual cost for the Adjustment, including any 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 Design -Build 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 Exhibits A-E) exceeds the estimated cost advanced by the Owner, or (ii) the Design -Build 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. 1.3 Reimbursement of Owner's Indirect Costs. For purposes of Paragraph 6 of the Original Agreement, the following terms apply to the Additional Owner Utilities and proposed Adjustment: (a) Design -Build Contractor agrees to reimburse the Owner its indirect costs (e.g., engineering, inspection, testing, ROW) as identified in Exhibits A-E. When requested by the Owner, monthly progress payments will be made. The monthly payment will not exceed 80% 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. A/111 AA 11 xln-' 11A A A /T- 1 >, • Texas Department of Transportation Form TxDOT-CDA-U-35A-DM-NTE Page 4 of 8 Rev. 08/26/10 (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 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 or, ❑ (2) The agreed sum of $ ("Agreed Sum") as supported by the analysis of the Owner's estimated costs attached hereto as part of Exhibits A-E. 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 Design -Build Contractor and the Owner as identified in Exhibits A-E hereto and in accordance with §203.092, Texas Transportation Code. An allocation percentage may be determined by application of an Eligibility Ratio, if appropriate, as detailed in Exhibits A-E, 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 box that applies, and complete if appropriate]: ® The Adjustment of the Additional Owner Utilities, pursuant to the Plans as amended herein, does not include any Betterment. • The Adjustment of the Additional Owner Utilities, pursuant to the Plans as amended herein, includes Betterment to the Additional Owner Utilities by reason of [insert explanation, e.g. "replacing 12" pipe with 24" pipe]: . The Design -Build Contractor has provided to the Owner comparative estimates for (i) all work to be performed by the Design -Build 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 Design -Build Contractor's work under this Amendment which is attributable to Betterment is $ , calculated by subtracting (ii) from (i). The percentage of the total cost of the Design -Build Contractor's 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 Design -Build Contractor, at least fourteen (14) business days prior to the date scheduled for commencement of construction for Adjustment of the Additional Owner Utilities, the estimated cost attributable to Betterment as set forth in Paragraph 1.5(a) of this "l/l,, AA 111tTT'„. ♦ ♦ /1 Texas Department of Transportation Form TxDOT-CDA-U-35A-DM-NTE Page 5 of 8 Rev. 08/26/10 Amendment. If the Owner fails to advance payment to the Design -Build Contractor on or before the foregoing deadline, the Design -Build Contractor shall have the option of commencing and completing (without delay) the Adjustment work without installation of the applicable Betterment. [Check the one 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. C The Owner is responsible for the Design -Build Contractor's 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 Design -Build 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 Design -Build 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 sixty (60) days after the Owner's receipt of the Design -Build Contractor's invoice therefor, together with supporting documentation; any refund shall be due within sixty (60) days after completion of the Adjustment work under this Amendment. The actual cost of Betterment incurred by the Design -Build 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 Design -Build Contractor pursuant to this Amendment (including work attributable to the Betterment), as invoiced by the Design -Build Contractor to the Owner. (c) The determinations and calculations of Betterment described in this Amendment shall exclude right-of-way acquisition costs. Betterment in connection with right-of-way acquisition is addressed in Paragraph 15 of the Original Agreement. 1.6 Miscellaneous. (a) Owner and Design -Build 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.] 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. MTV 1,nnnm,.., Texas Department of Transportation Form TxDOT-CDA-U-35A-DM-NTE Page 6 of 8 Rev. 08/26/10 (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 and the same instrument. (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 Design -Build 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, the Design -Build Contractor or the Developer) signing this Amendment, and (b) the completion of TxDOT's review and approval as indicated by the signature of TxDOT's representative, below. ') A l l 114 11 'OTT^ TIA ••/ v-. 1• Texas Department of Transportation Form TxDOT-CDA-U-35A-DM-NTE Page 7 of 8 Rev. 08/26/l0 APPROVED BY: Design -Build Contractor Bluebonnet Contractors, LLC Duly Authorized Signature Printed ?'f` Name: Jose Carlos Esteban Title: CEO Date: ((Alfk1Z Texas Department of Transportation By: Printed Name Donald C. Toner Jr. SR/WA Title: Director — Strategic Projects ROW Strategic Projects Division Date: Z — z / — /3 &reelf:Pfzc,:,-/ Authorized Signature Developer NTE Mobility Partners LLC By: Printed Name: I/ " t'vt) /e!%-3 �% 7 Title: Ul ��`�l✓i o� - Date: I I /a l // a, Owner Duly Authorized Signature City of Fort Worth BY: 5-14140: Duly Authorized Representative Printed Name: Fernando Costa Title: Assistant City Manager Date: OFFICIAL RECORD, CITY $ECRETA Y RTH, TX Texas Departiiient of Transportation Form TxDOT-C _DA-U-35A-DM-NTE Page 8 of 8 Rev. 08/26/l0 Recommended for Ap royal By: Printed Name: S. Frank Crumb, P.E. Title: Director, Water Department Approved as to Form and Legality: By: Printed Name: Douglas W. Black Title: Assistant City Attorney �� c 5z5y 11 , 1 . 11 Attest: By: Printed Name: Title: Date: M&C No. Mary J. Kayser City Secretary ii//TelI txtks 1444 OFFICIAL. RECORD CITY SECRETARY FT,. WORTH, TX M&C Review rage i or z CITY COUNCIL AGENDA COUNCIL ACTION: Approved on 11/1/2011 Official site of the City of Fort Worth, Texas FORT WORTH DATE: 11/1/2011 REFERENCE NO.: **C-25259 LOG NAME: CODE: C TYPE: CONSENT PUBLIC HEARING: SUBJECT: Authorize a Master Utility Adjustment Agreement Between the City of Fort Worth and North Tarrant Express Mobility Partners, Texas Department of Transportation, and Bluebonnet Contractors, LLC, for the North Tarrant Express Highway Expansion Project (COUNCIL DISTRICT 4) 6ONTEMUAA NO RECOMMENDATION: It is recommended that the City Council authorize execution of an Agreement with North Tarrant Express Mobility Partners, Texas Department of Transportation, and Bluebonnet Contractors, LLC, for the relocation of approximately 714 linear feet of 36-inch water main at the Beach Street and IH- 820 intersection, within the general NE Loop 820 from IH-35W to Southwestern Railroad (DART or 1700 feet East of State Highway 377) (NTE Segment 1-TXDOT CSJ No. C-0008-14-059) project limits, at no cost to the City of Fort Worth. DISCUSSION: The purpose of this M&C is to enter into a Master Utility Adjustment Agreement (MUAA) with North Tarrant Express Mobility Partners (NTEMP), Texas Department of Transportation (TXDOT) and Bluebonnet Contractors, LLC, for the relocation of approximately 714 linear feet of 36-inch water main along the Beach Street and Interstate Highway 820 intersection, part of North Tarrant Express (NTE) Segment 1. NTE Segment 1 consists of improvements along NE Loop 820 from Interstate Highway 35 to Southwestern Railroad (DART or 1700 feet East of State Highway 377). NTE consists of a 10 year Agreement between TXDOT and NTEMP to identify and construct proposed highway improvements to portions of Interstate Highway 35W, State Highway 183 and Interstate Highway 820 in northern and eastern Tarrant County. NTEMP has hired Bluebonnet Contractors, LLC, a design build contractor, to facilitate design and construction of the highway improvements as well as the necessary utility relocations. Design and construction relocation costs for this MUAA will be 100 percent funded by Bluebonnet Contractors, LLC. The project limits for NTE Segment 1 will include the relocation of additional water and sanitary sewer mains, which will be designed and constructed through future Utility Adjustment Agreement Amendments (UAAAs). Such locations include: 1. Interstate Highway 820 (East and West Bound) service road from Riverside Drive to Beach Street (water and sanitary sewer) 2. Intersection of Interstate Highway 820 and Riverside Drive (sanitary sewer only) 3. Intersection of Interstate Highway 820 and Big Fossil Creek (sanitary sewer only) 4. Intersection of Interstate Highway 35W and Fossil Creek Drive (water only) 5. Intersection of Interstate Highway 35W and Melody Hills Lane (water only) This project is located in COUNCIL DISTRICT 4, Mapsco 49G, H and 50A, E and H. http://apps.cfwnet.org/council packet/mc_review.asp?ID=16064&councildate=11/1/2011 1/23/2012 Texas Department of Transportation Form TxDOT-CDA-U-35A-DM-NTE Page 1 of 8 Rev. 08/26/10 County: ROW CSJ: Const. CSJ: Highway: Limits: Tarrant N/A 0014-16-194 IH-35W At IH-820 Interchange UTILITY ADJUSTMENT AGREEMENT AMENDMENT (Developer Managed) Amendment No. 0004 to Master Agreement No. 820-U-0506 Conflicts 78, 79, 80, and 183 THIS AMENDMENT TO MASTER UTILITY ADJUSTMENT AGREEMENT (this "Amendment"), by and between NTE Mobility Partners LLC, hereinafter identified as the "Developer", Bluebonnet Contractors, LLC, hereinafter identified as the "Design -Build Contractor" and City of Fort Worth, hereinafter identified as the "Owner", is as follows: WITNESSETH WHEREAS, the STATE of TEXAS, acting by and through the Texas Department of Transportation, hereinafter identified as "TxDOT", proposes to construct the turnpike project identified above (the "Facility", as more particularly described in the "Original Agreement", defined below); and WHEREAS, pursuant to that certain Comprehensive Development Agreement ("CDA") by and between TxDOT and the Developer with respect to the Facility, the Developer has undertaken the obligation to design, construct, finance, operate and maintain the Facility, including causing the removal, relocation, or other necessary adjustment of existing utilities impacted by the Facility (collectively, "Adjustment"); and WHEREAS, pursuant to that certain Design -Build Contract by and between the Developer and the Design -Build Contractor with respect to the Facility (the "Design -Build Contract"), the Design -Build Contractor has undertaken the obligation to design and construct the Facility, which includes the Adjustment; and WHEREAS, the Owner, the Developer, and the Design -Build Contractor are parties to that certain executed Master Utility Adjustment Agreement designated by the "Agreement No." indicated above, as amended by previous amendments, if any (the "Original Agreement"), which provides for the adjustment of certain utilities owned and/or operated by the Owner (the "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 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. NOW, THEREFORE, in consideration of the agreements contained herein, the parties hereto agree as follows: 1. Amendment. The Original Agreement is hereby amended as follows: NTE UAAA (DM) Conflicts 78, 79, 80, 183 (COMPLETE) Texas Department of Transportation Form TxDOT-CDA-U-35A-DM-NTE Page 2 of 8 Rev. 08/26/10 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: Conflicts 78 and 79 — Adjustment of an existing Owner16" waterline crossing on IH-35 i'V from approximate NTE BL STA 587+90 to STA 589+20. The existing Owner facilities are in conflict with the NTE project and are to be adjusted in compliance with TxDOT's Utility Accormmodation Rules (UAR). The adjusted facilities will include installation of approximately 871 LF of 16" C-905 PVC crossing IH-35117 in the vicinity of Fossil Creek Blvd. The existing facilities that are not being removed during construction activities are to be cut, filled with grout, capped and abandoned in place. See Exhibit C attached hereto and incorporated herein. Conflict 80 — Adjustment of an existing Owner 12" water line crossing on IH-35147 from approximate NTE Utility BL STA 660+00 to STA 663+00. The existing Owner facilities are in conflict with the NTE project and are to be adjusted in compliance with T.xDOT's Utility Accommodation Rules (UAR). The adjusted facilities will include installation of approximately 640 LF of 12" C-900 PVC water line crossing IH-35W at approximate NTE BL STA 651+95. The existing facilities that are not being removed during construction activities are to be cut, filled with grout, capped and abandoned in place. See Exhibit C attached hereto and incorporated herein. Conflict 183 — Adjustment of an existing Owner 8" water line serving the North Fort Worth Baptist Church from approximate IH-35W Utility BL STA 583+00 to STA 585+00. The existing Owner facilities are in conflict with the NTE project and are to be adjusted in compliance with T.xDOT's Utility Accommodation Rules (UAR). The adjusted facilities will include installation of approximately 196 LF of 8"C-900 PVC water line. The existing facilities that are not being removed during construction activities are to be cut, .filled/ with grout, capped and abandoned in place. See Exhibit C attached hereto and incorporated herein; and (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 as Exhibits A-E. (c) The Plans attached hereto as Exhibits A-E, 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 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 Advancement of Funds by Owner for Construction Costs. 201 1-04-1 1 NTE UAAA (Developer Managed) Final Clean Version.DOC Texas Department of Transportation Form TxDOT-CDA-U-35A-DM-NTE Page 3 of 8 Rev. 08/26/10 (a) Exhibit A of the Original Agreement is hereby amended to add for the Additional Owner Utilities and proposed Adjustment(s) the following information set forth on Exhibits A-E hereto: (i) all estimated engineering and construction -related costs, including labor, material, equipment and other miscellaneous construction items, and (ii) the Owner's and Design -Build Contractor's respective cost sharing responsibility for the estimated costs, as more fully described in Section 1.4 below. The Owner shall advance to the Design -Build Contractor its allocated share, if any, of the estimated costs for construction and engineering work to be performed by Design -Build Contractor under this Amendment, 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 Design -Build Contractor and Owner are listed below. [Insert terms of advance funding to be agreed between Design -Build Contractor and Owner] (b) Adjustment Based on Actual Costs or Agreed Sum. For purposes of Paragraph 7(b) of the Original Agreement, the following terms apply to the Additional Owner Utilities and proposed Adjustment. [Check the one appropriate provision]: The Owner is responsible for its share of the Design -Build Contractor's actual cost for the Adjustment, including any 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 Design -Build 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 Exhibits A-E) exceeds the estimated cost advanced by the Owner, or (ii) the Design -Build 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. 1.3 Reimbursement of Owner's Indirect Costs. For purposes of Paragraph 6 of the Original Agreement, the following terms apply to the Additional Owner Utilities and proposed Adjustment: (a) Design -Build Contractor agrees to reimburse the Owner its indirect costs (e.g., engineering, inspection, testing, ROW) as identified in Exhibits A-E. When requested by the Owner, monthly progress payments will be made. The monthly payment will not exceed 80% 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. 201 1-04-1 1 NTE UAAA (Developer Managed) Final Clean Version.DOC Texas Department of Transportation Form TxDOT-CDA-U-35A-DM-NTE Page 4 of 8 Rev. 08/26/10 (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 hox]: (1) Actual related indirect costs accumulated in accordance with (i) a work order accounting procedure prescribed by the applicable Federal or State regulatory body, or (ii) established accounting procedure developed by the Owner and which the Owner uses in its regular operations or, (2) The agreed sum of $ ("Agreed Sum") as supported by the analysis of the Owner's estimated costs attached hereto as part of Exhibits A-E. 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 Design -Build Contractor and the Owner as identified in Exhibits A-E hereto and in accordance with §203.092, Texas Transportation Code. An allocation percentage may be determined by application of an Eligibility Ratio, if appropriate, as detailed in Exhibits A-E, 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 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 [extending the proposed 16" DIP approximately 81 ' outside of the ROW to the west to clear future bridge construction separate from the NTE project.]: . The Design -Build Contractor has provided to the Owner comparative estimates for (i) all work to be performed by the Design -Build 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 Design -Build Contractor's work under this Amendment which is attributable to Betterment is $51,418.80, calculated by subtracting (ii) from (i). The percentage of the total cost of the Design -Build Contractor's work under this Amendment which is attributable to Betterment is 4.97 "A), 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 Design -Build Contractor, at least fourteen (14) business days prior to the date scheduled for commencement of construction for Adjustment of the Additional Owner Utilities, 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 Design -Build Contractor on or before the foregoing deadline, the Design -Build Contractor shall have the option of 201 1-04-11 NTE UAAA (Developer Managed) Final Clean Version.DOC Texas Department of Transportation Form TxDOT-CDA-U-35A-DM-NTE Page 5 of 8 Rev. 08/26/10 commencing and completing (without delay) the Adjustment work without installation of the applicable Betterment. [Check the one 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 Design -Build Contractor's 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 Design -Build 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 Design -Build 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 sixty (60) days after the Owner's receipt of the Design -Build Contractor's invoice therefor, together with supporting documentation; any refund shall be due within sixty (60) days after completion of the Adjustment work under this Amendment. The actual cost of Betterment incurred by the Design -Build 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 Design -Build Contractor pursuant to this Amendment (including work attributable to the Betterment), as invoiced by the Design -Build Contractor to the Owner. (c) The determinations and calculations of Betterment described in this Amendment shall exclude right-of-way acquisition costs. Betterment in connection with right-of-way acquisition is addressed in Paragraph 15 of the Original Agreement. 1.6 Miscellaneous. (a) Owner and Design -Build 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 lam'.] 2. General. (a) All capitalized terms used in this Amendment shall have the meanings assigned to then 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 and the same instrument. 2011-04-11 NTE UAAA (Developer Managed) Final Clean Version.DOC Texas Department of Transportation Forni TxDOT-CDA-U-35A-DM-NTE Page 7 of 8 Rev. 08/26/10 APPROVED BY: Design -Build Contractor Developer Bluebonnet Contractors, LLC NTE Mobility Partners LLC By: By: Duly Authorized Signature Duly Authorized Signature Printed Printed Name: Jose Carlos Esteban Name: Title: CEO Title: Date: Date: Texas Department of Transportation Owner City of Fort Worth By: By: Authorized Signature Duly Authorized Representative Printed Printed Name: Donald C. Toner Jr. SR/WA Name: Fernando Costa Title: Director — Strategic Projects ROW Title: Assistant City Manager Strategic Projects Division Date: Date: 'lnt 1 114 11 xrmr, i r. ♦ • .r Texas Department of Transportation Form TxDOT-CDA-U-35A-DM-NTE Page 8 of 8 Rev. 08/26/10 Recommended for Approval By: Printed Name: S. Frank Crumb, P.E. Title: Director, Water Department Approved as to Form and Legality: By: Printed Name: Douglas W. Black Title: Assistant City Attorney Attest: By: Printed Name: Mary J. Kayser Title: City Secretary Date: M&C No. 01A 1 1 AA 11 "SIT,' t.• •♦ /T. CIL GE DA COUNCIL ACTION: Approved on 11/1/2011 Official site of the City of Fort Worth, Texas FORT WORTH DATE: 11/1/2011 REFERENCE NO.: **C-25259 LOG NAME: 6ONTEMUAA CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: Authorize a Master Utility Adjustment Agreement Between the City of Fort Worth and North Tarrant Express Mobility Partners, Texas Department of Transportation, and Bluebonnet Contractors, LLC, for the North Tarrant Express Highway Expansion Project (COUNCIL DISTRICT 4) RECOMMENDATION: It is recommended that the City Council authorize execution of an Agreement with North Tarrant Express Mobility Partners, Texas Department of Transportation, and Bluebonnet Contractors, LLC, for the relocation of approximately 714 linear feet of 36-inch water main at the Beach Street and IH- 820 intersection, within the general NE Loop 820 from IH-35W to Southwestern Railroad (DART or 1700 feet East of State Highway 377) (NTE Segment 1-TXDOT CSJ No. C-0008-14-059) project limits, at no cost to the City of Fort Worth. DISCUSSION: The purpose of this M&C is to enter into a Master Utility Adjustment Agreement (MUAA) with North Tarrant Express Mobility Partners (NTEMP), Texas Department of Transportation (TXDOT) and Bluebonnet Contractors, LLC, for the relocation of approximately 714 linear feet of 36-inch water main along the Beach Street and Interstate Highway 820 intersection, part of North Tarrant Express (NTE) Segment 1. NTE Segment 1 consists of improvements along NE Loop 820 from Interstate Highway 35 to Southwestern Railroad (DART or 1700 feet East of State Highway 377). NTE consists of a 10 year Agreement between TXDOT and NTEMP to identify and construct proposed highway improvements to portions of Interstate Highway 35W, State Highway 183 and Interstate Highway 820 in northern and eastern Tarrant County. NTEMP has hired Bluebonnet Contractors, LLC, a design build contractor, to facilitate design and construction of the highway improvements as well as the necessary utility relocations. Design and construction relocation costs for this MUAA will be 100 percent funded by Bluebonnet Contractors, LLC. The project limits for NTE Segment 1 will include the relocation of additional water and sanitary sewer mains, which will be designed and constructed through future Utility Adjustment Agreement Amendments (UAAAs). Such locations include: 1. Interstate Highway 820 (East and West Bound) service road from Riverside Drive to Beach Street (water and sanitary sewer) 2. Intersection of Interstate Highway 820 and Riverside Drive (sanitary sewer only) 3. Intersection of Interstate Highway 820 and Big Fossil Creek (sanitary sewer only) 4. Intersection of Interstate Highway 35W and Fossil Creek Drive (water only) 5. Intersection of Interstate Highway 35W and Melody Hills Lane (water only) This project is located in COUNCIL DISTRICT 4, Mapsco 49G, H and 50A, E and H. 1.44.+.//...w. r•-• ..:1 .-.....t,"4/,-vt.. «... .. ..... .. .....')TT'-1 LAG D_.. .._____]l.l.. a._ 11 inn1 1 1 inn inn. FISCAL INFORMATION/CERTIFICATION,: The Financial Management Services Director certifies that this action will have no material effect on City funds. TO Fund/Account/Centers FROM Fund/Account/Centers Submitted for Citv Manager's Office bv: Originating Department Head:, Additional Information Contact:, ATTACHMENTS 6ONTEMUAA.Map.pdf Fernando Costa (6122) S. Frank Crumb (8207) John Kasavich (8480) .11 •1 1 .. _ 1 1 11 1111114 1 111, ,., I t f1 FORT WORTH CITY OF FT. WORTH, TEXAS 1000 THROCKTON STREET FT. WORTH, TEXAS 76102 817-392-4477 MAIN ATTN: ANDREW T. CRONBERG, P.E. bluebonnet contractors, LLC Improving mobility in Texas BLUEBONNET CONTRACTORS, LLC 6851 NE LOOP 820. SUITE 102 NORTH RICHLAND HILLS, TEXAS 76180 817-510-3557 MAIN 817-510-3691 FAX ATTN: SCOTT STOCKBURGER, P.E. DIRECTOR OF UTILITIES CSJO ENGINEERING ASSOCIATES, LLC POST OFFICE BOX 630797 IRVING, TEXAS 75063 512-750-3974 MAIN ATTN: SCOTT COLTER, P.E. IF" NNICHOLS 4055 International Plazo, Suite 200 Fort Worth, TX 76109-4895 Phone-(317) 735-7300 Fox-(817) 735-7491 Web - www.freese.com TexasawfmWdflonsgrfallm SUBMITTED FOR LETTING: ia-8V.1o►I BLUEBONNET CONTRACTORS. LLC I RECOVED ROVAI ZI6/13 I�// .�I/ ANDREW T. CRONBERG. P.E. ASSISTANT DIRECTOR. WATER DEPAR MENT CITY OF FORT WORTH, TEXAS RECOMMENDED FOR APPROVAL: 1-2.0 --e-2•Dt FREESE AND NICHOLS, INC. N. T. S. STATE OF TEXAS DEPARTMENT OF TRANSPORTATION O PLANS OF PROPOSED STATE HIGHWAY IMPROVEMENT north tarrant express TARRANT COUNTY ASSEMBLY U NUMBER 820-U-0506 CITY OF FORT WORTH, TEXAS IH-35W WATER UTIL.ITY RELOCATION ROW CSJ: 0008-14-093 CONST. CSJ: 0008-14-059 CONFLICT ID NUMBERS: 78, 79, 80 & 183 STA 580+00 TO 670+00 PROJECT LOCATION JANUARY 2013 © 2012 BY TEXAS DEPARTMENT OF TRANSPORTATION ALL RIGHTS RESERVED. 34%--�s5 IREV 1 DATE BY 12/13/12 DOS Fxn I TW Dreslal I SLID I TEXAS CaTTOI 10008 FKa4CT ND. SKIT DISTRICT Cpw1Y FT WORTH I TARRANT SLCTIa I a I 11»*AT PI . 14 093 IH-35W DESCRIPTION REVISE NOTES — SHT 3 REVISE CONFLICT 78, 79 — SHT 9 ADD DETAIL — SHT 13 2 01/25/13 DGS SHEET CLARIFICATIONS IN SET gao - u - oso(-000q INDEX OF DRAWINGS SEQ. SHEET NO. NO. DESCRIPTION 2 G-2 3 G-3 4 G-4 5 G-5 6 G-6 7 G-7 8 G-8 9 —1 10 C-2 11 C-3 12 C-4 13 C-5 14 C-6 15 C-7 16 C-8 17 C-9 COVER OVERALL PROJECT WATER LINE LAYOUT & PROJECT CONTROL PLAN FORT WORTH WATER SYSTEM AND ABANDONMENT LOCATION MAP FORT WORTH SANITARY SEWER SYSTEM LOCATION MAP NTE GENERAL NOTES TXDOT GENERAL NOTES FORT WORTHHT WATER GENERAL NOTES CONFLICT ID 78 & 79 CONFLICT ID 80 CONFLICT ID 80 CONFLICT ID 183 CITY OF FORT WORTH STANDARD DETAILS CITY OF FORT WORTH STANDARD DETAILS CITY OF FORT WORTH STANDARD DETAILS CROSS SECTION AND CITY OF FORT WORTH STANDARD DETAILS CONNECTION DETAILS 71 'DARIu SIOOTC* , .WIi �yyL 99271 ZUl�j�p2,�0Z FREESE AND NICFOLS INC. TEXAS REGISTERED ENGNEERN6 FNU F-2144 CITY OF FORT WORTH IH-35W WATER UTILITY RELOCATION COVER SHEET STATE TEXAS DRAM BY LIT DISTRICT FT. WORTH DESIGNED BY DGS SHEET G-1 SEQ. 01 OF 17 TECHNICAL OFFICE WORK ORDER NO. DATE 01/25/2013 COUNT TARRANT CHECKED BY I HIGHWAY NO DGS IH-35W FORT WORTH CITY OF FT. WORTH, TEXAS 1000 THROCKTON STREET FT. WORTH, TEXAS 76102 817-392-4477 MAIN ATTN: ANDREW T. CRONBERG, P.E. bluebonnet contractors, LLC Improving mobility in Texas BLUEBONNET CONTRACTORS, LLC 6851 NE LOOP 820, SUITE 102 NORTH RICHLAND HILLS, TEXAS 76180 817-510-3557 MAIN 817-510-3691 FAX ATTN: SCOTT STOCKBURGER, P.E. DIRECTOR OF UTILITIES CSJO ENGINEERING ASSOCIATES, LLC POST OFFICE BOX 630797 IRVING, TEXAS 75063 512-750-3974 MAIN ATTN: SCOTT COLTER, P.E. r� NICHOLS 4055 International Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone-(817) 735-7300 Fax-0817> 735-7491 Web - www.freese.com OzDl2 47) Texas Oeparlmant of TranspDrlalloo Ar SUBMITTED FOR LETTING: 12 4 1013 l BLUEBONNET CONTRACTORS,LLC c RECOMMENDED FOR RRROVAL: ANDREW T. CRONBERG, P.E. t ASSISTANT DIRECTOR, WATER DEPARTMENT CITY OF FORT WORTH, TEXAS RECOMMENDED FOR APPROVAL: I z01.7.02-0i FREESE AND NICHOLS, INC. N. T. S. STATE OF TEXAS DEPARTMENT OF TRANSPORTATION )0, PLANS OF PROPOSED STATE IHIG]HWAY IMPROVEMENT north tarrant express TARRANT COUNTY ASSEMBLY U NUMBER 820-U-0506 CITY OF FORT WORTH, TEXAS IH-35W WATER UTILITY RELOCATION ROW CSJ: 0008-14-093 CONST. CSJ: 0008-14-059 CONFLICT ID NUMBERS: 78, 79, 80 & 183 STA 580+00 TO 670+00 PROJECT LOCATION JANUARY 2013 © 2012 BY TEXAS DEPARTMENT OF TRANSPORTATION ALL RIGHTS RESERVED. REV DATE BY 1 12/13/12 DGS 2 01/25/13 DGS iEIUrN,RS l DIVISIa ISTATE I TEXAS ICONTROL 10008 PROJECT NO. DISTRICT COlN1T FT WORTH TARRANT SECTION 1 JOB 14 093 DESCRIPTION REVISE NOTES — SHT 3 REVISE CONFLICT 78, 79 — SHT 9 ADD DETAIL — SHT 13 SHEET CLARIFICATIONS IN SET INDEX OF DRAWINGS SEQ. SHEET NO. NO. DESCRIPTION 1 G-1 2 G-2 3 G-3 4 G-4 5 G-5 6 G-6 7 G-7 8 G-8 9 C-1 10 C-2 11 C-3 12 C-4 13 C-5 14 C-6 15 C-7 16 C-8 17 C-9 COVER OVERALL PROJECT WATER LINE LAYOUT & PROJECT CONTROL PLAN FORT WORTH WATER SYSTEM AND ABANDONMENT LOCATION MAP FORT WORTH SANITARY SEWER SYSTEM LOCATION MAP NTE GENERAL NOTES TXDOT GENERAL NOTES GENERAL NOTES FORT WORTH WATER GENERAL NOTES CONFLICT ID 78 & 79 CONFLICT ID 80 CONFLICT ID 80 CONFLICT ID 183 CITY OF FORT WORTH STANDARD DETAILS CITY OF FORT WORTH STANDARD DETAILS CITY OF FORT WORTH STANDARD DETAILS CROSS SECTION AND CITY OF FORT WORTH STANDARD DETAILS CONNECTION DETAILS 2o(ur-oz-07 FREESE AND MCHOLS. TEXAS REGISTERED ENGWEERING FIRIA F-2144 SHEET NO, HIG flY NO. IH-35W CITY OF FORT WORTH IH-35W WATER UTILITY RELOCATION COVER SHEET STATE TEXAS DRAWN BY LLR DISTRICT FT. WORTH DESIGNED BY DOS SHEET G-1 5E0. 01 OF 17 TECHNICAL OFFICE WORK ORDER NO. DATE 01/25/2013 COUNT TARRANT CHECKED BY I HIGHWAY NO DOS IH-35W REV DATE BY DESCRIPTION m 1/25/13 DOS SHEET CLARIFICATIONS hot ai�5`s oo44g. ereeee AjOg iTlYT ,25.440 fftNNN 0 \ NORTH F19RT 0 BAPTIST C URCH 5801 NORTH FWY T TRW 1 F- • • I. I • • I• CP# 2057 2058 f CP—i058 ' NORTHING 6994456.55 6995218.34 EASTING 2333548.27 2333541.45 ELEV 638.88 642.01 ID 183 THE GROVE \AT SANDSHELL APARTMENTS 5701 SANDSHELIL DR. ID 78 & 79 NT LOCATION FOSSIL CREEK BLu'D.od11 I O pOOoO CONFLICT ID 78 & 79 11 OtticelOrt "'Orin CSJ1U91b UOte. Jon. 2S, 2013 - 0112JIJS YI$er.Je h11e11\UtII\UrOvingS\I-SS \CV-ALL-PL-SIILUI.tlgn H 0 AUI CONTRAI -TOR 4775 NORTH, FWY. IGLESIA BAUTISI GETSEMANI 4755 NORT FWY. CONFLIC ABANDONn �MFLOCAT-ION &I GP da 7-EIIEVEN 2529 MEACHAM BLV CO3 1k • CP# NORTHING EASTING ELEV 2062 6,988,732.87 2,333,595.57 614.48 2063 6,988,009.68 2,333,600.55 609.20 2064 6,987,325.10 2,333,601.71 600.81 2065 6,986,647.01 2,333,601.74 597.91 MELODY HI___— I I I -J- --L---1-- I I I I I i I I I �__,_jdI4DLIION DR.L__�__ I I I I I I I I I I I I I I 1 1 ; i 1 I I I 1 eP-2084 ril L__J___J I I I J � QUOR i DR MEACHAM BLVD. -1— NoTFS; 1. SID RICHARDSON CARBON LTD. 4825 NORTH FWY. 2. PANHANDLE SLIM WESTERN WEAR 4901 NORTH FWY. 3. CFJ MANUFACTURING 5001 NORTH FWY LEGEND PROP WL EX WL EX WW PROP ROW ------- EX ROW 0 100'200' 400' HORIZONTAL SCALE I #.i .#, f, DANIEL STOUTEABURO, JR 99271 a: I111SIQ.... ilii l. e/3- �Y FREESE AND NICHOLS INC. TEXAS REGISTERED ENGWEERNG FIRIA F-2I44 © 2011 f Texas Deportment of Tronsportotion ...sr -north tarrant express bluebonnet contractors, LLC Improving mobility in Texas 111 9 NICHOLS FORT WORTH IH-35W OVERALL PROJECT WATER LINE LAYOUT & PROJECT CONTROL PLAN STATE TEXAS DRAWN BY U0 DISTRICT FT. WORTH DESIGNED BY ABC SHEET G-2 SEQ. 02 OF 17 TECHNICAL OFFICE WORK ORDER N0. I DATE 1/25/2013 COUNTY TARRANT CHECKED BY I DOS HIGHWAY NO IH-35W \.;,','' 1 yyy3yyy3 4 i A CANTREL-SANSOM RDA ® . 4 ® / EX. 8'1 .016.00472 iDGV 1 -6' _ 00473 1 w w w w w w w w w Vtow w .w w Fi• 3 .0 E r 'EX. 16" GV 1(VALVE n016-00473) 44 \ •\ 37 EX. FH TO DRAIN LINE Al Fp551 51046LEH \ \ CONFLICT ID 1 -CONFLICT ID 78 & 79 ABANDONMENT LOCATION i one. w w IF w w w'W w w w w 'W w w w w w w w w w w w w w w w w w w w w w w w w w w w w w 16'Co9c. A. FOSSIL CREEKAB EX. _1 TO DRAIN LANE 3® W 3 CONFLICT ID 78 & 79�_-_� - \\ • / I K) 3® EX. BLOW OFF I � I VALVE 1 PROP. 16" WL EX. 12" WL (TO BE ABANDONE7)\♦ 1 INTERSTATE LOOP 820 4 fit_-- E • � EYE _ LTHWE ST IIPKYY. / cc 0 1- Z EX. FH TO DRAIN L[NE- / \ //• \ \I - y'1 ` / I , I t \,-- 1 / I I / 1 I / \ / \♦ // EX. 16" GV // \-_.... / (VALVE NO. .. / .016-00476) ♦\ mitt I em 1=./. ®� ¢ © rn / , 03 1 / VD. A / \ EX. 8" GV 39 POP. 12" W. \ / \ `\ / C \� --EX. 8' GV0 m ,11 / / \\\ /J "-EX. 8" GV 2® / - / / 1 . 112C1. ©GREAT 5 I -® \\` 6 4.1 .J 00 '7 'CONFLICT ID 80 1 46 1.1 L. ® EEEEE so c00/ CONFLICT ID 80 ABANDONMENT LOCATION EX FH siTURN FL -141 (-- kr1 ® ' 3®� EX 8" GV- f(MEACHAM BLVD. , Offl'cWalid5-^' `e CSJ104hDa+e,01 N25\2013 - 04:21:-3/ .. / 1- F- Vt E / z / EX. 6" GV l0 / ® MELODY HILLi DR. ry Y . EX. 8" GV EX. 8" GV \ LEAMSI DE DR.I aw N JQ EX. FH TO DRAIN LINE 5® seri IFJ1eft: Nut 'i 1\Drew Frig 8\1-35\CV-ALL -PL-MAPS -W. ROP. 12" WL • 1 • RECOMMENDED SEQUENCE OF CONSTRUCTION GENERAL NOTES 1. RECOMMENDED SEQUENCING IS PROVIDED AS A SUGGESTION TO THE CONTRACTOR. ALL MEANS AND METHODS OF CONSTRUCTION, INCLUDING SEQUENCING, IS ULTIMATELY THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT ALTERNATE SEQUENCING PLANS FOR REVIEW BY THE ENGINEER AND CITY. CONFLICT 183 AND 78 & 79 PRIOR TO SHUTDOWN OF EXISTING 8' WATER LINE 1. SHUT DOWN CAN ONLY BE PERFORMED BETWEEN MONDAY AT 2 PM AND TUESDAY AT 6 AM. NOTIFY NORTH FORT WORTH BAPTIST CHURCH, THE GROVE APARTMENT COMPLEX AND THE CITY OF FORT WORTH WATER DEPARTMENT TWO WEEK PRIOR TO SHUT DOWN AND MAKING THE CONNECTION. 2. NORTH FORT WORTH BAPTIST CHURCH'S OFFICE AND CELL NUMBERS ARE (817)232-8210 AND (817)680-8525, RESPECTIVELY. 3. THE GROVE APARTMENT MANAGER 15 GEORGE OLVERA. HIS OFFICE AND CELL NUMBERS ARE (817)577-0007 AND (817)992-1179, RESPECTIVELY. 4. THE GROVE APARTMENT COMPLEX IS SERVICED BY TWO DOMESTIC WATER SERVICES WITH AN INTERNAL LOOP. A TEST SHUTDOWN IS RECOMMENDED TO VERIFY THERE ARE NO SERVICE DISRUPTIONS WHEN THE METER ON FOSSIL CREEK BLVD IS TAKEN OUT OF SERVICE. 5. DURING TEST SHUTDOWN OF THE EXISTING 16" WATER LINE, PERFORM "D-HOLE' TO VERIFY TIE-IN LOCATIONS. 6. `D-HOLE' EXISTING 8' WATER LINE TO VERIFY TIE-IN LOCATIONS. 7. INSTALL CASING PIPE FOR PROPOSED 16" WATER LINE FROM STATION 2+51 TO 7+04 BY BORE. 8. INSTALL CASING PIPE FOR PROPOSED 16" WATER UNE FROM STATION 7+92 T09+05 BY BORE. 9. INSTALL NEW 16" WATER LINE (CONFLICT 78 & 79)FROM STATION 1+10 TO 9+08 INCLUDING VALVES AT STATIONS 1+10, 2+00 AND 7+35 AND ASSOCIATED CONCRETE BLOCKING FOR THE TEES AT STATION 1+95 AND 7+40 AND THE BENDS AT STATIONS 7+54 AND 7+74. 10. INSTALL TEMPORARY TEST PLUGS AT STATIONS 1 +10 AND 9+08 AND TEST WATER LINE. 11. INSTALL NEW 8" WATER LINE (CONLFICT 183) FROM STATION 1+10 TO 2+85. 12. INSTALL TEMPORARY TEST PLUGS AT STATIONS 1+10 TO 2+85 AND TEST WATER LINE. 13. SHUT DOWN EXISTING 16' WATER LINE FROM THE CORNER OF OLD DENTON ROAD AND CANTRELL SANSOM ROAD TO THE INTERSECTION AT FOSSIL CREEK BOULEVARD AND SANDSHELL DR AND EXISTING 8' WATER LINE LOOP AROUND CHURCH. THE CITY OF FORT WORTH WATER DEPARTMENT WILL CLOSE THE VALVES AS DESCRIBED IN THE SHUT DOWN PROCEDURE. DURING 16 HOUR SHUTDOWN OF EXISTING 16' WATER LINE AND EXISTING 8' WATER LINE 14. INSTALL THE BENDS AND BLOCKING AT THE CONNECTIONS TO THE EXISTING 16' WATER LINE. 15. MAKE THE CONNECTIONS WITH EXISTING 16' UNE. 16. INSTALL THE BENDS AND CONCRETE BLOCKING AT STATIONS 1+03 AND 2+92 (CONFLICT 183). 17. INSTALL PROPOSED 8' WATER LINE (CONFLICT 183) FROM STATION 1+00 TO 1+10 AND 2+85 TO 2+96 AND MAKE THE CONNECTIONS TO THE EXISTING 8' WATER UNE. 18. BRING WATER LINE INTO SERVICE. SHUT DOWN PROCEDURES 1. ONLY THE CITY OF FORT WORTH WATER DEPARTMENT SHALL OPERATE THE EXISTING WATER LINE. 18. CLOSE EXISTING 16' GATE VALVE 50' EAST OF THE CORNER OF OLD DENTON ROAD AND CANTRELL SANSOM ROAD (VALVE NUMBER 016-00473). 2B. CLOSE EXISTING 16' GATE VALVE AT THE INTERSECTION OF FOSSIL CREEK BOULEVARD AND SANDSHELL DRIVE. (VALVE NUMBER 016-00476) 38. DRAIN THE EXISTING 16" WATER LINE AND EXISTING 8' WATER LINE USING THE FIRE HYDRANTS. 4B. VERIFY THAT THE EXISTING VALVES ARE HOLDING. CONFLICT 80-INSTALL PRIOR TO SHUTDOWN OF EXISTING 12" WATER LINE 1. INSTALL CASING PIPE FOR PROPOSED 12' WATER UNE FROM STATION 1+70 TO 6+10 BY BORE OR TUNNEL 2. INSTALL NEW WATER UNE FROM STATION 1+30 TO 7+30 INCLUDING TEES AT STATION 1+47 AND 6+15 AND VALVES AT STATIONS 1+50 AND 7+00. 3. INSTALL TEMPORARY TEST PLUGS AT STATIONS 1+30 AND 7+30 AND TEST WATER UNE. 4. INSTALL 2" WATER LINE FOR TEMPORARY SERVICE FOR THE RESIDENCES ON MONA USA STREET BETWEEN MIDDLETON DRIVE AND MELODY HILLS DRIVE. PRESSURE TEST AND DISINFECT TEMPORARY WATER LINE. USE THE FIRE HYDRANT AT THE SOUTHEAST CORNER OF MIDDLETON DRIVE AND MONA USA STREET FOR THE TEMPORARY SERVICE. A. JAIME GOMEZ, 4900 MONA LISA STREET B. BERNARDO CHAVEZ, 4904 MONA LISA STREET C. BERNAR00 CHAVEZ, 4908 MONA LISA STREET D. MARTIN MCDONALD, 4912 MONA LISA STREET E. JOSE ANGEL ROMERO, 4916 MONA LISA STREET F. TOMAS CHAVEZ, 4920 MONA LISA STREET G. CITY OF FORT WORTH, 4924 MONA LISA STREET H. SIMON CHAVEZ, 4928 MONA LISA STREET I. TOMAS A. CHAVEZ, 4932 MONA LISA STREET I. JOSE & MANUEL GONZALEZ, 4936 MONA LISA STREET K. 105E TORRES, 4940 MONA LISA STREET 5. CONNECT TEMPORARY WATER UNE TO THE WATER SERVICE LINES ASSOCIATED WITH EACH RESIDENCE. NOTIFY THE RESIDENTS AND THE CITY OF FORT WORTH WATER DEPARTMENT 72 HOURS PRIOR TO MAKING THE CONNECTION. 6. INSTALL 2" WATER LINE FOR TEMPORARY SERVICE FOR THE BUSINESSES ALONG GREAT SOUTHWEST PARKWAY. PRESSURE TEST AND DISINFECT TEMPORARY WATER LINE. USE THE FIRE HYDRANT AT THE INTERSECTION OF GREAT SOUTHWEST PARKWAY AND NORTHEAST PARKWAY FOR THE TEMPORARY SERVICE. A. SID RICHARDSON CARBON & ENERGY, 4825 NORTH FREEWAY (BRAD ABBOTT (817) 626- 3711). B. ASCEND ALLIANCE LP (AU!), 4775 NORTH FREEWAY (PHIL HAMMONDS (817)926-4377). 7. PERFORM "D-HOLE' TO VERIFY TIE-IN LOCATIONS. 8. SHUT DOWN EXISTING 8" WATER LINE ON THE WEST SIDE OF I-35 ALONG GREAT SOUTHWEST PARKWAY FROM NORTHEAST PARKWAY TO THE SOUTHBOUND FRONTAGE ROAD AND SHUT DOWN THE EXISTING 6" WATER LINE ON MONA LISA STREET FROM MIDDLETON DRIVE TO MELODY HILLS DRIVE. THE CITY OF FORT WORTH WATER DEPARTMENT WILL CLOSE THE VALVES AS DESCRIBED IN THE SHUT DOWN PROCEDURE. DURING 8 HOUR SHUTDOWN OF EXISTING 8" AND 6' WATER LINES 9. MAKE THE CONNECTIONS WITH EXISTING 8" AND 6' WATER UNES. 10. BRING WATER LINE INTO SERVICE. SHUT DOWN PROCEDURES 1. ONLY THE CITY OF FORT WORTH WATER DEPARTMENT SHALL OPERATE THE EXISTING WATER LINE. 1C. CLOSE EXISTING 6' GATE VALVE AT THE CORNER OF MELODY HILL ROAD AND MONA USA STREET. 2C. CLOSE EXISTING 6' GATE VALVE AT THE CORNER OF MONA LISA STREET AND MIDDLETON ROAD. 3C. CLOSE EXISTING 8' GATE VALVE ON THE SOUTH SIDE OF THE INTERSECTION AT NORTHEAST PARKWAY AND GREAT SOUTHWEST PARKWAY. 4C. CLOSE EXISTING 8' GATE VALVE ON THE SOUTH SIDE OF THE INTERSECTION AT NORTH FREEWAY AND GREAT SOUTHWEST PARKWAY ON EAST -WEST LINE. 5C. VERIFY THAT THE EXISTING VALVES ARE HOLDING. CONFLICT 80-ABANDONMENT PRIOR TO SHUTDOWN OF EXISTING 8° WATER LINES 2. INSTALL 8' WATER LINE FOR TEMPORARY SERVICE FOR THE TWO BUSINESSES AFFECTED ALONG NORTH FREEWAY. PRESSURE TEST AND DISINFECT TEMPORARY WATER LINE. USE THE FIRE HYDRANT AT THE CORNER OF GEMINI PLACE AND NORTH FREEWAY IN FRONT OF CRACKER BARREL FOR THE TEMPORARY SERVICE. 3. THE CONTACT INFORMATION FOR THE AFFECTED BUSINESSES 15 A. THE 7-11 AT 2529 MEACHAM BLVD (LEWIS SMITH AT (817)652-5962). 8. IGLESIA BAUTISTA GETSEMANI AT 4755 NORTH FREEWAY (DOE RANOS AT (817)831- 1004). 4. CONNECT TEMPORARY WATER UNE TO THE WATER SERVICE LINES ASSOCIATED WITH EACH BUSINESS. NOTIFY THE BUSINESSES AND THE CITY OF FORT WORTH WATER DEPARTMENT 72 HOURS PRIOR TO MAKING THE CONNECTION. 5. PERFORM'D-HOIE" TO VERIFY LOCATIONS TO BE CUT AND PLUGGED. 6. SHUT DOWN EXISTING 8" WATER LINE ON THE WEST SIDE OF I-35 FROM THE SOUTH SIDE OF GREAT SOUTHWEST PARKWAY TO THE INTERSECTION AT MEACHAM BLVD AND NORTH FREEWAY. THE CITY OF FORT WORTH WATER DEPARTMENT WILL CLOSE THE VALVES AS DESCRIBED IN THE SHUT DOWN PROCEDURE. DURING 4 HOUR SHUTDOWN OF EXISTING 8" WATER LINES 7. CUT AND PLUG EXISTING 8' WATER LINE TO BE ABANDONED. SHUT DOWN PROCEDURES 1. ONLY THE CITY OF FORT WORTH WATER DEPARTMENT SHALL OPERATE THE EXISTING WATER LINE. 1D. CLOSE EXISTING 8' GATE VALVE AT THE CORNER OF NORTH FREEWAY AND GEMINI PLACE 2D. CLOSE EXISTING 8' GATE VALVE ON THE SOUTH SIDE OF THE INTERSECTION AT NORTH FREEWAY AND GREAT SOUTHWEST PARKWAY. 3D. CLOSE EXISTING 8' GATE VALVE AT THE CORNER OF NORTH FREEWAY AND MEACHAM BLVD. 4D. CLOSE EXISTING 8' GATE VALVES IMMEDIATELY NORTH AND SOUTH OF THE CONNECTION POINT ON THE EAST SIDE OF 1-35. 513. DRAIN THE EXISTING 8' WATER LINE USING THE FIRE HYDRANT. 6D. VERIFY THAT THE EXISTING VALVES ARE HOLDING. REV DATE BY DESCRIPTION 1 12-6-12 DS UPDATED NOTES ® 1/25/13 GCS SHEET CLARIFICATIONS LEGEND EX WL PROP WL HYDRANT ISO VALVE CUT & PLUG ABANDONMENT 0 250'500' 1000' HORIZONTAL SCALE OF F11 1pt ...,. T *+e1 t DANIEL SIOWENWRG, JIIj 1N. 99271 • �10.n •• <kENS��� ,.��e, I11 �,ONAL tt ^7..49la--,91_z5" FREESE AND MCHOLS. INC. TEXAS REGISTERED ENGNEERNG FIRM F-2144 ©Pt:6 Department of Transportation north tarrant express bluebonnet contractors, LLC Improving mobility in Texas STATE TEXAS DRAWN BY LIAR DISTRICT FT. WORTH DESIGNED BY ABC r-�NICHOLS FORT WORTH FORT WORTH WATER SYSTEM AND ABANDONMENT LOCATION MAP SHEET G-3 SEQ. 03 OF 17 TECHNICAL OFFICE WORK ORDER N0. I DATE J 1/25/2013 COUNT TARRANT CHECKED BY I 065 HIGHWAY NO I H- 35W 6RE' rr. RIM . fc 44 bit 9 ,.. w•„.fIANKLIM f•fur DF �"1 1 (( El 1oRi4 -. 110N MARK VI PKWY. 9 1.10 VICO— ..5� 1 40\ 6 \a\H� F 1 Y s • fly , f•1' 0 .r 0 • CANTRELL-SANSOM RD. ;.1 INTERSTATE LOOP 820 NORTHEAST PKWY. WWI Mir ›- (..111:2EAT SOOTHWESDI PKWY. pt. 3 • ` 'r' n..n Ig � . CC nr•-9.54.1yy wa1 .,n ER J.D0 2 MEACHAM J 0 z 0 z 0 NOWT t 1 el 6� ADO' 0A 0 i„- .w Z IA,A F 2 r 6 v..l son ... 4 '. A u.• 0 v .� 0... . e�A otaA1" - INTERSTATE 44 FOS51E 45 RE t MELODY y WOO ADD' ter, 36 9' FOSSIL CREEK BLVD. 3 ti 0 1f N-392 HILLS D I1:I1:: 1 LEAMS IDE. DR. 1.; Y a a .rnr rnrx w.. V •"'POLARIS DR. .a O!.HESS. 1 I � r .x �'�� • I `1 rlk lfl .. •� Ott1c910rt worth CSJ11341b UotelJon. 25, 2013 - 02125,02 PMlserlje rlleIl\utlI\UrOwln05\1-35\CV-ALL-PL-NAPS-5.0Drt REV DATE BY DESCRIPTION m 1/25/13 iil;S SHEET CLARIFICATIONS NOTES: 1. THIS SHEET IS FOR REFERENCE ONLY. THERE ARE NO SEWER LINES AS PART OF THIS PROJECT. 1EX WW WWMH LEGEND • 0 250'500' 1000' HORIZONTAL SCALE lE OF\tt 1 •.. f+ lI • . +sly DLNIEL STOUT (MINK 311i I � 99271 : 4 / �1.3 2s FREESE AND NICHOLS WC. TEXAS REGISTERED ENGWEERNF FIRM F-2144 ® 2011 le Texas Deportment of Tronsportation .north tarrant express bluebonnet contractors, LLC Improving mobility in Texas r� FREESE FORT WORTH FORT WORTH SANITARY SEWER SYSTEM LOCATION MAP SHEET G-4 SEQ. 04 OF 17 TECHNICAL OFFICE WORK ORDER NO. DATE I/25/2013 STATE DISTRICT COUNT TEXAS FT. WORTH TARRANT DRAWN BY DESIGNED BY CHECKED BY I HIGHWAY NO Ll4T ABC DOS IH-35W NTE GENERAL NOTES -REV DATE BY)DESCRIPTION 1/25/13 bCSHEET CLARIFICATIONS NTE GENERAL NOTES 1. Definitions: • 'Owner' is the Owner of the Utility • 'Developer' is NTE Mobility Partners • 'Design Build Contractor (DBC)' is Bluebonnet Contractors, LLC • 'Utility Contractor' is the contractor hired for the construction of the utility installation, relocation, or removal. 2. All utility Installations shall meet or exceed the TxDOT Utility Accommodation Rules (UAR) and the Utility Owner's regulations and specifications. In case of conflict or contradiction between the construction standards of the UAR, Local Jurisdictional Authority and the NCTCOG specifications, the following hierarchy shall preside: UAR, Local Jurisdictional Authority standards, NCTCOG specifications, these general notes, these technical specifications, standard form of agreement and NCTCOG standard details, and the most stringent shall apply. 3. The Utility Contractor shall preserve and protect all survey control monuments, benchmarks and right of way markers. Any survey markers that are damaged or destroyed must be replaced by a licensed professional land surveyor registered in the state of Texas at the Utility Contractor's expense. 4. The Design -Build Contractor has adopted project site control having horizontal positions established with North American Datum 1983 (NAD 83, 2007 Adjustment) Texas State Plane Coordinates, North Central Zone 4204, and according to measurements based on the TxDOT RTK/VRS Network. The official combined scale factor is established system wide as 1.00012 (as published by TxDOT for Tarrant County) to convert coordinates from grid to surface. All coordinates and distances will be published as surface values. Project site control is also established with the North American Vertical Datum of 1988 (NAVD 88) as a basis for its vertical positioning. 5. The locations of all existing utilities shown on these plans were determined and obtained from available records and utility potholes surveys, and are approximate. Neither -the Owner, the Design -Build Contractor, nor the Engineer accept any responsibility for any utilities not shown or not located in the location shown. The Utility Contractor shall determine the actual location and condition of the existing utility prior to any trenching or digging beginning. The Utility Contractor must take every precaution to protect all utilities shown or not shown on the plans. Utility Contractor must call DIG-TESS 48 hours prior to any construction work beginning. 6. The Utility Contractor shall protect and preserve all public utilities at all times. Any damage to utilities resulting from the Utility Contractor's operations shall be repaired to the Owner's satisfaction and at the Utility Contractor's expense. 7. The Utility Contractor is also responsible for preserving all adjoining properties. Any trees, shrubs, landscaping, driveways, sidewalks, paving, sprinkler systems, mailboxes, etc. damaged by the Utility Contractor shall be repaired or replaced to equal or better condition and to the Owner's satisfaction at the Utility Contractor's expense. 8. The Utility Contractor shall provide the Engineer and Design -Build -Contractor a trench safety plan as per NCTCOG Specification Item No.-107.19.3.3, 'Trench Safety" and comply with TxDOT Item No. 402 "Trench Excavation Protection". This document will be presented to the Local Jurisdictional Authority prior to the start of construction. The Trench Safety Plan shall be prepared and certified by a registered professional engineer licensed in the state of Texas. All excavations, trenching, and shoring operations shall comply with the requirements of the U.S. Department of Labor, OSHA, "CONSTRUCTION, SAFETY, AND HEALTH REGULATIONS", 29 CFR 1926, Subpart P, "Excavation", and any amendments thereto. The Utility Contractor shall provide all trench safety measures as required. 9. The Utility Contractor shall keep neat and current plans available on site at all times. The Utility Contractor shall keep accurate current hard copy records of all construction that deviates from the plans. The Utility Contractor shall provide complete accurate "as -built" drawings showing all changes and modifications completed during construction to the Engineer and the Design -Build Contractor. 10. The Utility Contractor is responsible for obtaining all necessary permits, approvals and releases. 11. The Utility Contractor shall give the residents, local jurisdictional authority, businesses and anyone who will be affected by any anticipated or planned disruption In water, wastewater, electrical, phone or cable services 48 hours prior notice. 12. The Utility Contractor is responsible for providing access to abutting streets and properties during the construction of this project for emergency vehicles and property owners. 13. The Utility Contractor is responsible for keeping all streets, parking lots, driveways and sidewalks adjacent to the project free from mud and debris from the construction site at all times. 14. Utility Contractor shall maintain adequate and positive site drainage throughout the duration of the project. 15. The Utility Contractor must maintain adequate erosion control measures. In the event, erosion occurs as a result of construction, the Utility Contractor shall restore the eroded area to its original condition as soon as possible. Erosion control methods and tree protection should be In place prior to construction beginning in that area. 16. All excavated material deemed excess or unsuitable shall be disposed of off -site by the Utility Contractor. The Job site shall be cleaned as soon as possible to the satisfaction of the Design -Build Contractor. 17. The Utility Contractor shall not place fill, excess material or any other material in low drainage areas, streams or waterways. Excess material should be removed on a daily basis so that the material will not accumulate. 18. The Utility Contractor shall not place fill or waste material on private property without prior written permission from the property owner. 19. Utility Contractor shall maintain adequate restroom facilities for use by the workers throughout the project. 20. Traffic control measures shall be to compliance with TMUTCD and local Jurisdictional authority. Confirm Forth Worth TPW has reviewed the TCP. 21. Directional bores must be approved by the Design -Build Contractor prior to construction of bore pits. Bore pits left open overnight shall be protected as dictated by the Design -Build Contractor. 22. When installing non-metallic pipe, a tracer wire/tape shall be Installed concurrently with the pipe at a location above the pipe in the same trench. 23. The Utility Contractor shall keep excavated trenches free of groundwater during construction. If necessary, Utility Contractor shall utilize dewatering procedures in order to control groundwater during construction such that It does not affect his construction work. 24. All items furnished and installed on this project shall be in compliance with the applicable standard details unless otherwise noted or shown. Prior to back filling trenches the new facility shall be inspected and approved by the local jurisdictional authority and the Utility Contractor. 25. All Installations are subject to inspection and testing as may be deemed necessary by TxDOT or the local jurisdictional authority to verify that work is done in accordance with TxDOT or Owner's requirements. All supervisory personnel shall be instructed to furnish such information and cooperation as may be required to perform such Inspections. Final inspection and approval of water and wastewater improvements Is required from the Owner's inspector before these utilities can be considered complete. 26. Water and wastewater testing requirements must meet or exceed the requirements of that utility's Owner. 27. All utilities passing under side streets or the project roadway must be located in casing. 28. The Utility Contractor shall be required to provide and maintain all necessary warning and safety devices to protect the public safety and health at all times until all work has been completed and accepted. 29. Line flushing or any activity using a large quantity of water must be scheduled with local jurisdictional authority at least 24 hours prior to needing the water. Confirm notification prior to water needs and line Rushing. 30. All surfaces such as lids to valve boxes, meter boxes, manholes, splice boxes, etc. shall be rated for HS 20 traffic load bearing. 31.-AR-wa"_ uR,-m, 42-lnehlae-anfewn-te AWWA-stands , seat, All- hand-greeier-shalf bmQ3 pipeand-shalI-at-a-+lainimunt-ceniertn to AWWAstenderd-9-995-tieted.=J%:,..,) ..%/.:.: 71 R of 16, CI•sr150, biu-frrcaler with-N5F seat. All water lines shall be pressure tested and disinfected In accordance with AWWA standards and any additional local jurisdictional authority requirements. 32. All utilities shall have a minimum of 42 inches of cover. 33. Wastewater lines at a minimum shall be SDR 26 PVC, Class 160, green in color, unless denoted otherwise on the plans. 34. All manholes shall be vacuum tested to ensure the manhole is water tight. 35. Remove and salvage all fire hydrants as well as valves 12" and greater from all water lines to be abandoned. FW W D requires all valves to be salvaged. 36. DUE TO EXCESSIVE CONGESTION AND CONFLICTS BETWEEN EXISTING AND PROPOSED FEATURES OF THIS CONSTRUCTION, THE LINES AND GRADES SHOWN ON THE PLANS ARE IN MOST CASES, VERY CRITICAL. THE UTILITY CONTRACTOR MAY NOT 'ADJUST ANY LINE, GRADE OR LOCATION IN THE FIELD WITHOUT THE EXPRESSED WRITTEN PERMISSION FROM THE DESIGN -BUILD CONTRACTOR AND CONSULTATION WITH THE DESIGN -BUILD CONTRACTOR'S ENGINEER, EVEN IF NO CONFLICTS ARE APPARENT. 37. Contact Information for Utility Owners • AboveNet Pete Neilsen • AT&T Gary Tilory • Atmos Energy William Day • Barnett Gathering (XTO) Farrell Gray a. Jeryl White Peter Ligon Tim Gilpin John Kubala a. Bill Shelton Ron Young John Kasavich Joe Sherwin a. Ron Haynes Tom Ice a. David Faiin Greg Van Nieuwenhulze Johnie Reagan Warren Redd Jeryl White a. Don Brown Chance Gipson Chris Bigley Jason Mechlem Gary Wilson Alton Gillit Randy Bell Scott Whaley James Stuart William Chaparro David Cheney Ron Tamada Tom Westendarp Erik Baker • Charter Communications • Chesapeake Energy • City of Bedford • City of Euless • City of Ft. Worth • City of Hurst • Haltom City • North Richland Hills • City of Watauga • CrossTex Energy • Enterprise Tx Pipeline • Explorer Pipeline • Fiberlight Communications • level (3) Communications • Oncor Electric Delivery a. b. • Qwest Communications • Sprint Communications • Sunoco Pipeline • Time Warner Cable • Trinity River Authority (TRA) • TW Telecom of TX • Verizon Business • RUSSELLCURLE: FW Field Ops • ROGER HAUSER:Field Ops • FW W & W W Une Locates • FW Street Lights/Traffic • Phone,Cable,Gas,Electric (DIG TESS) 214-252-7934 817-338-6202 817-215-4368 817-885-2366 817-846-7754 214-695-3034 817-718-6863 817-952-2248 817-952-2220 817-685-1646 817-392-8480 817-788-7080 817-788-7180 817-834-9036 817-834-9036 817-427-6400 817-814-5806 817-721-9320 817-846-7754 719-381.6311 918-493-5152 214-714-0296 214-443-2720 817-215-6017 817-215-6141 940,497-7530 972-720-2989 214-289-5105 817-637-6467 214-320-7406 817-493-5100 972-455-7907 972-729-6079 817-392-2622 817-925-2360 817-392-8296 817-392-7738 1-800-DIG-TESS •r`..OF Tiii F+'tfl :* ' M *#77 I IDAKIEL SIDUTE16MG, JR 99271 'r'% tLI��ONAL 1i�� 7ri'Z-e -2.6" FREESE AND NICHOL5 INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 ®201 1 A. Texas Deportment of Tronsportotion .c north tarrant express bluebonnet contractors, LLC Improving mobility in Texas STATE TEXAS DRAWN BY LIAR DISTRICT FT. WORTH DESIGNED BY ABC •I FREESE FORT WORTH NTE GENERAL NOTES SHEET G-5 SEQ. 05 OF 17 TECHNICAL OFFICE WORK ORDER N0. I DATE J 1/25/2013 COUNT TARRANT CHECKED BY I Dcs HIGHWAY NO IH-35W OtticAlart Win CSJ10416 eatelJon. 25, 2013 - 02111123 PIBSerlje El letll\uttI\UrawlnoS\1-35\CV-ALL-GN-N01LOI.oQn STATE OF TEXAS DEPARTMENT OF TRANSPORTATION REV DATE BY DESCRIPTION A 1/25/13 DGS SHEET CLARIFICATIONS TXDOT 1. ALL UTILITY INSTALLATIONS MUST MEET THE TXDOT UTILITY ACCOMMODATION RULES 2. ALL TRAFFIC CONTROL MUST BE IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (TX MUTCD) 3. LANE CLOSURES (IF REQUIRED) ARE ONLY ALLOWED BETWEEN 9:00 AM AND 4:00 PM MONDAY THROUGH FRIDAY. LANE CLOSURES ARE NOT ALLOWED IN INCLEMENT WEATHER OR IF THE PAVEMENT IS \VET OR ICY. PRIOR TO ANY TRAFFIC CONTROL SET UP, CONTRACTOR MUST NOTIFY TXDOT AND OBTAIN APPROVAL. 4. CONTRACTOR MUST CONTACT TXDOT MINIMUM 48 HOURS PRIOR TO ANY WORK ACTIVITY IN THE TXDOT RIGHT-OF-WAY (ROW). 5. FIELD CREWS ARE NOT ALLOWED TO PARK THEIR VEHICLES WITHIN THE TXDOT ROW. 6. TXDOT ROADS MUST BE KEPT CLEAN OF CONSTRUCTION RELATED DIRT AND DEBRIS AT ALL TIMES. 7. ANY OPEN EXCAVATIONS OR EQUIPMENT LEFT OVERNIGHT THAT ARE CLOSER THAN 30 LF FROM THE EDGE OF THE PAVEMENT MUST BE PROTECTED BY CONCRETE TRAFFIC BARRIERS (CTBs), AND SECURED WITH MESH FENCING. EQUIVALENT PERFORMANCE WATER FILLED BARRIERS MAY BE USED IN LIEU OF CTBs ONLY WITH PRIOR TXDOT APPROVAL. BARRIER AND BARRIER TRANSITION TO BE INSTALLED ACCORDING TO TXDOT POLICY. 8. ALL EXISTING ASPHALT AND CONCRETE DRIVEWAYS LOCATED WITHIN TXDOT ROW MUST BE BORED UNLESS PROPERTY OWNER GRANTS PERMISSION TO THE CONTRACTOR TO OPEN CUT. PRIOR TO OPEN -CUTTING A DRIVEWAY, CONTRACTOR MUST SUBMIT TO TXDOT OWNER'S LETTER GRANTING PERMISSION. SUCH A LETTER MUST CONTAIN OWNER'S NAME AND CONTACT INFORMATION SO THAT TXDOT MAY VERIFY THE CONTENT. 9. THE CONTRACTOR IS REQUIRED TO RESTORE THE GRADE TO ITS PRE -CONSTRUCTION CONDITION UNLESS DIRECTED BY THE DEVELOPER. 10. CONTRACTOR IS CAUTIONED THAT ONE CALL WILL NOT LOCATE TXDOT'S UTILITY LINES THAT OPERATE TRAFFIC SIGNALS, FLASHING BEACONS, OR STREET LIGHTING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT TXDOT FOR LOCATIONS OF SUCH FACILITIES. IF ANY DAMAGE OCCURS TO TXDOT'S FACILITIES, CONTRACTOR MUST CONTACT TXDOT IMMEDIATELY TO COORDINATE REPAIR. 11. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE OR MISSING MONUMENTS, SIGNS, OR RIGHT-OF-WAY MARKERS. REPAIR OF SUCH FACILITIES MUST BE DONE IN A TIMELY MANNER, AND IN ACCORDANCE WITH TXDOT STANDARDS. 12. IF INSTALLING NON-METALLIC PIPE, A TRACER WIRE MUST BE CONCURRENTLY INSTALLED, OR OTHER MEANS SHALL BE PROVIDED FOR DETECTION PURPOSES. 13. EXCESS MATERIALS FROM ANY KIND OF EXCAVATION SHALL BE REMOVED FROM TXDOT ROW AND THE JOB SITE MUST BE CLEANED UP AS SOON AS POSSIBLE TO THE SATISFACTION OF TXDOT. 14. CONTRACTOR SHALL INFORM THEIR FORCES THAT ALL UTILITY INSTALLATIONS AUTHORIZED BY TXDOT ARE SUBJECT TO INSPECTION AND TESTING AS MAY BE DEEMED NECESSARY BY TXDOT TO VERIFY THAT WORK IS DONE IN ACCORDANCE WITH TXDOT REQUIREMENTS. ALL SUPERVISORY PERSONNEL SHALL BE INSTRUCTED TO FURNISH SUCH INFORMATION AND COOPERATION AS MAY BE REQUIRED TO PERFORM SUCH INSPECTIONS. 15. NO CONSTRUCTION EQUIPMENT RELATIVE TO THE APPROVED CONSTRUCTION SHALL BE ALLOWED ON THE ROADWAY OR SHOULDER, UNLESS SPECIFICALLY AUTHORIZED BY TXDOT. ANY AND ALL TEMPORARY TRAFFIC CONTROL MUST BE PRE - APPROVED BY TXDOT. SET UP BY COMPETENT PERSONNEL AND MUST BE IN ACCORDANCE WITH TMUTCO. 16. ANY TREES AND LANDSCAPE LOCATED ON PRIVATE PROPERTY ARE CONSIDERED PROJECTED. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE TO LANDSCAPE AND VEGETATION ON PRIVATE PROPERTY, AND SHALL RECTIFY THE DAMAGE TO THE SATISFACTION OF THE INVOLVED PROPERTY OWNER. 17. ALL TREE PRUNING, IF REQUIRED, SHALL BE DONE IN ACCORDANCE WITH ANSI 300 STANDARDS. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PREVENT THE SPREAD OF OAK WILT. GENERAL CONSTRUCTION NOTES: 1. CONTRACTOR IS REQUIRED BY LAW TO CONTACT THE TEXAS ONE -CALL A MINIMUM OF 48 HOURS BEFORE ANY EXCAVATION CAN TAKE PLACE. 2. CONTRACTOR IS CAUTIONED THAT ONE -CALL LOCATES UTILITIES THAT SUBSCRIBE TO THEIR SERVICE ONLY. CONTRACTOR IS RESPONSIBLE TO CONTACT NOTED UTILITY PROVIDERS IN THE AREA DIRECTLY IF THEY ARE NOT LISTED AS RESPONDING TO ONE -CALL. 3. CONTRACTOR MUST OBTAIN ALL LOCATES PRIOR TO CONSTRUCTION. VERIFY THE LOCATION OF UNDERGROUND UTILITIES AT LEAST 100 LF IN ADVANCE OF ALL PROPOSED UTILITY CROSSINGS, AND ALSO AT LOCATIONS WHERE THE PROPOSED FACILITIES ARE DEPICTED TO RUN PARALLEL TO AND WITHIN EXISTING FACILITIES. 4. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE BASED ON SUE AND RECORD INFORMATION, AND MAY BE NEITHER ACCURATE NOR COMPLETE. CONTRACTOR IS RESPONSIBLE TO PHYSICALLY VERIFY ALL EXISTING UTILITY LOCATIONS AND OTHER OBSTRUCTIONS IN PROPOSED UTILITIES PATH. INCLUDING BUT NOT LIMITED TO THOSE UTILITIES THAT RUN PARALLEL TO THE PROPOSED UTILITY ASSIGNMENT. 5. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE TO THE PUBLIC IMPROVEMENTS. INCLUDING BUT NOT LIMITED TO EXISTING UTILITIES, PAVEMENT, ROAD, CURB AND GUTTER, SIDEWALK, AND GRADE. 6. INSTALLATION MUST MEET TXDOT UTILITY ACCOMMODATION RULES (UAR), AS WELL AS BE IN ACCORDANCE WITH UTILITY OWNER STANDARDS, METHODS, AND PRACTICES. 7. ALL LABOR TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE AND LATEST OSHA STANDARDS. INCLUDING BUT NOT LIMITED TO TRENCH SAFETY. 8. CONTRACTOR SHALL PLACE UTILITY, BOTH HORIZONTALLY AND VERTICALLY AS SPECIFIED. ANY PROPOSED FIELD CHANGES MUST BE APPROVED BY THE ENGINEER, TXDOT, AND BLUEBONNET CONTRACTORS PRIOR TO MAKING SUCH CHANGE. 9. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT VERTICAL ALIGNMENT HAS BEEN DESIGNED TO MEET THE UAR FOLLOWING HIGHWAY CONSTRUCTION GRADE ADJUSTMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PLACE THE PROPOSED UTILITY AT OR BELOW SPECIFIED ELEVATION. BEFORE THE CONTRACTOR ELECTS TO INSTALL UTILITY BELOW SPECIFIED ELEVATION, HE SHOULD ENSURE THAT THERE ARE NO OBSTRUCTIONS TO DOING SO. INCLUDING BUT NOT LIMITED TO OTHER UTILITY CROSSINGS. CONTRACTOR SHOULD CONTACT THE ENGINEER FOR ANY NECESSARY CLARIFICATIONS. 10. CONTRACTOR MUST EXERCISE EXTREME CAUTION AND MUST PROTECT ALL EXISTING UNDERGROUND UTILITIES WHEN WORKING IN THEIR VICINITY. COORDINATE TEMPORARY SUPPORT AND PROTECTION OF EXISTING UTILITIES DIRECTLY WITH AFFECTED UTILITY PERSONNEL. 11. PRIOR TO CROSSING EXISTING PIPELINES, CONTRACTOR MUST CONTACT APPROPRIATE PIPELINE INSPECTOR. 12. ALL UNDERGROUND UTILITY CROSSINGS MUST BE ACCOMPLISHED WITH A MINIMUM OF 12" CLEARANCE, MEASURED FROM THE EDGE OF THE INVOLVED UTILITIES. 13. CONTRACTOR MUST PROTECT ALL OVERHEAD PLANTS WHEN WORKING IN ITS VICINITY. CONTRACTOR MUST COMPLY WITH RELATED OVERHEAD UTILITY OWNER'S POLICY ON POLE SUPPORTING. 14. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE RESULTING FROM HIS METHOD IN CONDUCTING WORK. 15. TRENCH BACKFILL MUST BE COMPACTED TO COMPLY WITH TXDOT STANDARD SPECIFICATION ITEM 400. ANY AND ALL SETTLEMENT OF EROSION SHALL BE REPAIRED BY THE CONTRACTOR UNTIL FULL STABILITY IS ACHIEVED. 16. WHEN STRINGING CASING OUTSIDE OF THE LIMITS OF CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE AFFECTED PROPERTY OWNERS AND OBTAIN THEIR PERMISSION PRIOR TO UTILIZING THEIR PROPERTY FOR STRINGING CASING, OR FOR ANY OTHER CONSTRUCTION RELATED ACTIVITY. 17. CONTRACTOR IS RESPONSIBLE FOR SEEKING AN APPROPRIATE STAGING AREA, AND OBTAINING ANY NECESSARY AGREEMENTS AND/OR PERMITS RELEVANT TO IT. ANY AND ALL EQUIPMENT AND/OR MATERIAL LEFT IN THE TXDOT ROW OVERNIGHT MUST BE SECURED AND PROTECTED IN ACCORDANCE WITH TXDOT STANDARDS. 18. CONTRACTOR SHALL AVOID MANEUVERING MACHINERY AND EQUIPMENT ON PAVED SURFACES. IF IT BECOMES NECESSARY, CONTRACTOR SHALL TAKE NECESSARY MEASURES TO ENSURE NO DAMAGE OCCURS TO THE PAVEMENT. CONTRACTOR IS RESPONSIBLE TO REPAIR ANY DAMAGE HE CAUSES TO THE SATISFACTION OF TXDOT. 19. CONTRACTOR SHALL OPEN ONLY AS MUCH TRENCH AS HE CAN BACKFILL DAILY, IN ACCORDANCE WITH TRENCH BACKFILL SPECIFICATIONS. CONTRACTOR SHALL NOT LEAVE ANY TRENCH OPEN OVERNIGHT. IF IT BECOMES NECESSARY TO LEAVE TRENCH OPEN OVERNIGHT IT SHOULD BE PROTECTED WITH CTBs OR APPROVED EQUIVALENT. 20. CONTRACTOR SHALL KEEP ALL APPLICABLE AND NECESSARY PERMITS ON SITE, AND BE READY TO PRODUCE THEM AT THE REQUEST OF APPROPRIATE AUTHORITIES. 21. FOR T2 MANHOLES, ABANDONMENT SHALL CONSIST OF BACKFILLING VOIDS WITH SAND OR OTHER UAR APPROVED MATERIAL IN ACCORDANCE WITH TXDOT SPECIFICATIONS FOR T2 MANHOLES, ABANDONMENT SHALL CONSIST OF REMOVAL OF MANHOLE NECK SECTION AND LID, AND BACKFILLING MANHOLE WITH SAND OR OTHER UAR APPROVED MATERIAL. BACKFILLING TO ORIGINAL GRADE SHALL BE IN ACCORDANCE WITH TXDOT SPECIFICATIONS. MANHOLES MAY NOT BE ABANDONED UNDER PROPOSED PAVEMENT. FOR T4 HANDHOLE, ABANDONMENT SHALL CONSIST OF REMOVAL OF LID OF HANDHOLE, AND BACKFILLING WITH SAND OR OTHER UAR APPROVED MATERIAL. BACKFILLING TO ORIGINAL GRADE SHALL BE IN ACCORDANCE WITH TXDOT SPECIFICATIONS. 22. CONTRACTOR IS CAUTIONED THAT DIRECTIONAL BORE LENGTH INDICATED ON PLANS ACCOUNT FOR THE HORIZONTAL LENGTH OF THE BORE ONLY. ADDITIONAL LENGTH OF BORE NECESSARY TO RISE AND FALL VERTICALLY IS CONSIDERED INCIDENTAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADJUST THE BORE LENGTH ACCORDINGLY. ENVIRONMENTAL NOTES: 1. CONTRACTOR MUST CONFORM TO BLUEBONNET CONTRACTORS' ENVIRONMENTAL PERMIT, ISSUES AND COMMITMENT (EPIC) SHEETS AND APPROVED COMPREHENSIVE ENVIRONMENTAL PROTECTION PLANS FOR ENVIRONMENTAL PROTECTION INFORMATION. 2. TREE PROTECTION IS ONLY NECESSARY TO ENSURE PROTECTION OF TREES ON PRIVATE PROPERTY. 3. CONTRACTOR SHALL NOT DISPOSE OF SURPLUS EXCAVATED MATERIAL WITHOUT NOTIFYING BLUEBONNET CONTRACTORS WITHIN 48 HOURS OF SOIL DISPOSAL. 4. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF CONSTRUCTION, AND MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED USING BEST MANAGEMENT PRACTICES AND IN A MANNER TO PREVENT CONSTRUCTION RELATED SEDIMENT TO FLOW DOWNSTREAM INTO WATERWAYS. 6. TEMPORARY EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED SUCH TO INSURE THEIR INTENDED PERFORMANCE. 7. ALL BORE PITS MUST BE PROTECTED WITH SILT FENCING ON THE DOWN SLOPE SIDE TO PREVENT BORING MUD RUNOFF. 8. ANY BORING MUD DISCHARGE MUST BE PROMPTLY CONTAINED AND CLEANED UP AS SOON AS PRACTICAL, BUT NOT LATER THAN COMPLETION OF THE RELEVANT BORE OPERATION. 9. CONTRACTOR SHALL HAVE A VACUUM TRUCK AVAILABLE AROUND BORE RIGS AT ALL TIMES TO HELP CONTAIN ANY MUD SPILLS PROMPTLY. 10. GRADE RESTORATION SHALL FOLLOW ACTIVE CONSTRUCTION, AND SHALL NOT LAG BEHIND ACTIVE CONSTRUCTION MORE THAN 48 HOURS. 11. NO PERMANENT EROSION CONTROLS SHALL BE IMPLEMENTED AS PART OF THIS PROJECT WITHIN THE LIMITS OF THE CONSTRUCTION (LOC) OF THE NORTH TARRANT EXPRESS (NTE). HOWEVER, WHERE CONSTRUCTION IS TO TAKE PLACE OUTSIDE OF LOC OF THE NTE, ALL APPLICABLE RESTORATION INCLUDING RE -VEGETATION USING TXDOT STANDARDS SHALL APPLY. 12. BORING MUD MUST BE DISPOSED AT A LOCATION APPROVED BY THE PROJECT, AND THE APPROPRIATE GOVERNING AUTHORITY. TRAFFIC CONTROL NOTES: 1. ALL TRAFFIC CONTROL SET UPS MUST BE IN ACCORDANCE WITH THE APPLICABLE SECTION OF TMUTCD. ALL LANE CLOSURES MUST BE PRE -APPROVED BY TXDOT 2. REFER TO TRAFFIC CONTROL DETAILS PROVIDED. CONTRACTOR IS URGED TO CONTACT THE ENGINEER FOR ANY NECESSARY CLARIFICATION. 3. WHEN SETTING UP TRAFFIC CONTROL ON ROADS OTHER THAN TXDOT, APPLICABLE PERMITS MUST BE OBTAINED FROM THE APPROPRIATE GOVERNING AUTHORITY. CONTACT ENGINEER FOR ANY QUESTIONS. 4. NO TRAFFIC CONTROL CAN BE SET UP IN INCLEMENT WEATHER. FREESE AND NICHOLS. WC. TEXAS REGISTERED ENGWEERWG FIRM F-2144 Q 2011 iv Texas Department of Transportation . --north tarrant express bluebonnet contractors, LLC Improving mobility in Texas '1 NICHOLS FORT WORTH TXDOT GENERAL NOTES STATE TEXAS DRAWN BY LLR DISTRICT FT. WORTH DESIGNED BY ABC SHEET G-6 SEQ. 06 OF 17 TECHNICAL OFFICE WORK ORDER N0. I DATE 1lII 1/25/2013 COUNT TARRANT CHECKED BY I DOS HIGHWAY NO IH-35W Ottic8lort Worth CSJ1041b DUtelJon. 20, 201i - 02121101 PMJSer,Je Fi l0*'utll\Orar,no5\1-JS\CV-ALL-GN-NOIE02.00n GENERAL NOTES GENERAL NOTES CONT. REV DATE BY DESCRIPTION A 1/25/13 DGS SHEET CLARIFICATIONS 1. LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS AND OWNERSHIP OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL EXISTING UTILITY COMPANIES OR OWNERS A MINIMUM OF FORTY-EIGHT (48) HOURS BEFORE PERFORMING ANY WORK IN THIS AREA. CONTRACTOR WILL COORDINATE CONSTRUCTION ACTIVITIES WITH OTHER UTILITIES THAT ARE BEING RELOCATED. THE UTILITY COMPANIES PHONE NUMBERS KNOWN TO BE ON SITE ARE AS FOLLOWS: UTILITY COMPANY CONTACT CITY OF FORT WORTH CITY OF FORT WORTH ATMOS ENERGY AT&T ONCOR TIME WARNER CHARTER COMMUNICATIONS EXPEDIUS COMMUNICATIONS (FIBER OPTICS) ARCO GASOLINE SINCLAIR OIL CITGO GAS VERIZON WIRELESS DIG TESS PHONE NO WATER DEPT. FIELD OPERATIONS 817 871-8296 TRANSPORTATION & PUBLIC WORKS 817 392-8100 KEITH KEATING 817 303-2914 GARY TILORY 817) 338-6202 ROBERT MARTINEZ C.J. BRANDS 214 320-5417 817 509-6272. 817) 538-8534 1-800-322-2726 (660) 542-0208 (817) 355-4014 KELLY BAUMEN (972) 578-3345 1-800-344-8377 20. THE CITY HAS THE FIRST RIGHT OF REFUSAL ON ALL SALVAGE MATERIALS FROM THE PROJECT. THOSE THE CITY WISHES TO KEEP SHALL BE DELIVERED TO THE SERVICE CENTER AND THOSE THE CITY DOES NOT WANT SHALL BE DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE. PROVIDE TRANSMITTAL ON ALL DELIVERIES. 21. BLOCKING IS NOT SHOWN FOR CLARITY BUT IS REQUIRED FOR ALL BENDS, TEES, PLUGS OR OTHER FITTINGS. 22. BASELINE (BL) STATIONING IS THE UTILITY BASE LINE. 23. WATER LINE MARKERS SHALL BE SUBSIDIARY TO THE UNIT COST OF PIPE. 24. ALL ABANDONED LINES SHALL BE FILLED WITH GROUT IN ACCORDANCE WITH UAR. 25. TELEPHONE LINES, ELECTRIC LINES, GAS LINES (UNDERGROUND OR ABOVE GROUND) CUT OR DAMAGED BY 817 215-6688 CONTRACTOR SHALL BE REPAIRED AND RESTORED AT NO ADDITIONAL COST TO OWNER. EXT. 3363 26. CONTACT UTILITY IMMEDIATELY IF CUT OR DAMAGED. SERVICE MUST BE RESTORED IMMEDIATELY TO ELIMINATE DISRUPTION OF SERVICE OVER THE WEEKEND. CONTRACTOR SHALL OBTAIN EMERGENCY 24 HOUR UTILITY CONTACTS AND HAVE AVAILABLE SHOULD THIS ISSUE ARISE. 2. THE CONTRACTOR SHALL NOT OPERATE WATER MAIN VALVES. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF FORT WORTH 2 FULL BUSINESS DAYS PRIOR TO CONSTRUCTION TO OPERATE VALVES. 3, IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE PLANS OF RECORD. 4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADEQUATE SITE DRAINAGE THROUGHOUT THE DURATION OF THIS PROJECT. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS BEFORE CONSTRUCTION BEGINS. 6. PRIOR TO EXCAVATION FOR NEW PIPING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING PIPING AND UTILITIES IN THE CONSTRUCTION AREA(S). CONTRACTOR SHALL SUPPORT EXISTING UTILITIES AS REQUIRED FOR CONSTRUCTION OF NEW ITEMS AND REINSTALL THEM AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER. 7. THE CONTRACTOR SHALL NOT PLACE FILL OR WASTE MATERIAL ON ANY PRIVATE PROPERTY WITHOUT PRIOR WRITTEN PERMISSION FROM THE PROPERTY OWNER AND PROVIDE DEVELOPER WITH A COPY. NO EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW AREAS OR ALONG NATURAL DRAINAGE WAYS THAT WILL RESTRICT THE NATURAL FLOW OF WATER. IF THE CONTRACTOR PLACES EXCAVATED MATERIAL IN LOW AREAS THAT WILL CAUSE FLOOD DAMAGE, HE WILL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM SUCH FILL AND HE SHALL REMOVE THE FILL AT HIS EXPENSE. 8. ALL STREETS WITHIN THE SCOPE OF THE CONTRACT SHALL BE KEPT ACCESSIBLE TO FIRE TRUCKS, AMBULANCES AND OTHER EMERGENCY VEHICLES, AT ALL TIMES. 9. THE CONTRACTOR SHALL MAINTAIN SUITABLE ACCESS OF A PASSENGER CAR TO PRIVATE PROPERTY OWNERS, THE ENGINEER AND THE CITY OF FORT WORTH AT ALL TIMES DURING CONSTRUCTION. 10. WHERE GRASS IS REMOVED FOR INSTALLATION OF PIPELINE, OR OTHER IMPROVEMENTS REQUIRED BY THIS PROJECT, CONTRACTOR SHALL REPLACE GRASS SUCH THAT THE GRASS THAT WAS PRESENT IN PRE CONSTRUCTION CONDITIONS IS REPLACED AND/OR RESTORED, WITH THE SAME TYPE GRASS, TO ITS CONDITION IN AS GOOD OR BETTER CONDITION THAN PRIOR TO CONSTRUCTION. GRASS REPLACEMENT SHALL BE SODDING IN PRIVATE PROPERTY AND HYDROMULCH SEEDING IN OTHER AREAS, UNLESS DIRECTED OTHERWISE BY DEVELOPER. 11. THE CONTRACTOR SHALL AVOID DAMAGING ANY EXISTING WATER SPRINKLER SYSTEM THAT MAY BE IN THE CONSTRUCTION AREA AND WILL BE RESPONSIBLE FOR REPAIRS TO ANY HEADS OR LINES DAMAGED. REPLACEMENT, AS NECESSARY, SHALL BE AT LIKE OR BETTER MATERIAL AND INSTALLED BY A LICENSED IRRIGATOR, AT THE CONTRACTORS EXPENSE. DAMAGED SPRINKLERS SHALL BE REPLACED THE SAME DAY THEY ARE DAMAGED, TO THE SATISFACTION OF THE CITY, DEVELOPER AND OWNER. 12. THE CONTRACTOR SHALL REMOVE ALL FENCES, LOCATED WITHIN EASEMENTS, INTERFERING WITH CONSTRUCTION OPERATION AND PROVIDE TEMPORARY FENCING DURING CONSTRUCTION. REMOVED FENCES SHALL BE REPLACED WITH A NEW FENCE OF EQUAL OR BETTER QUALITY OR UNDAMAGED ORIGINAL FENCING TO MATCH THE EXISTING CONDITION OF THE FENCE. ALL AFFECTED PROPERTY OWNERS SHALL BE NOTIFIED TWO WEEKS PRIOR TO CONSTRUCTION. REMOVAL AND REPLACEMENT OF EXISTING AND TEMPORARY FENCES SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT COST. 13. ALL DRIVEWAYS, WHICH SHALL BE SAW CUT, SHALL HAVE ACCESS PROVIDED AT ALL TIMES. CLOSURES, PARTING OF FULL SHALL BE COORDINATED WITH PROPERTY OWNER. 14. THE CONTRACTOR SHALL DISTRIBUTE LETTERS TO ALL AFFECTED PROPERTY OWNERS PRIOR TO BEGINNING WORK ON EACH PROPERTY. THIS LETTER SHALL INCLUDE NAMES AND TELEPHONE NUMBERS OF CONTRACTOR CONTACTS, A DESCRIPTION OF WORK TO BE DONE, AND THE TIME FRAME FOR DOING THE WORK. THE CONTRACTOR SHALL NOTIFY RESIDENTS 5 BUSINESS DAYS IN ADVANCE OF PERFORMING ANY WORK ON PRIVATE PROPERTY. DISTRIBUTION OF LETTERS SHALL BE CONSIDERED AN INCIDENTAL COST TO PROJECT. 15. THE CONTRACTOR SHALL DVD ALL POTENTIALLY IMPACTED PRIVATE PROPERTY AREAS PRIOR TO WORK. VIDEOS SHALL INCLUDE DATE NOTATION AND AUDIO IDENTIFICATION OF PROPERTY ADDRESS AND MAIN/LATERAL NAME. THIS PRE -CONSTRUCTION DVD OF IMPACTED PROPERTIES SHALL BE CONSIDERED SUBSIDIARY WORK AND SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION. 16. PI'S AND VPI'S ARE SHOWN IN THE PLANS FOR ALINGMENT PURPOSES. CONTRACTOR SHALL USE STANDARD FITTINGS SHOWN ON THE PLAN AND DEFLECTED PIPE JOINTS, NO GREATER THAN 75% OF THE MANUFACTURERS RECOMMENDATIONS, TO ACHIEVE THE ALIGNMENT SHOWN IN THE PLANS. 17. THE CONTRACTOR SHALL DISINFECT THE NEW WATER MAINS IN ACCORDANCE WITH AWWA STANDARD C651 AND THEN FLUSH AND SAMPLE, AND PROVIDE A HARD COPY OF TEST RESULTS PRIOR TO TESTING THE LINES BEFORE BEING PLACED INTO SERVICE. SAMPLES SHALL BE COLLECTED FOR MICROBIOLOGICAL ANALYSIS TO CHECK THE EFFECTIVENESS OF THE DISINFECTION PROCEDURE WHICH SHALL BE REPEATED IF CONTAMINATION PERSISTS. A MINIMUM OF ONE SAMPLE FOR EACH 1,000 FEET OF COMPLETED WATER LINE WILL BE REQUIRED OR AT THE NEXT AVAILABLE SAMPLING POINT BEYOND 1,000 FEET AS DESIGNATED BY THE DESIGN ENGINEER. TEST MUST BE APPROVED BY THE CITY OF FORT WORTH BEFORE THE WATER LINE CAN BE PUT IN SERVICE. CONTRACTOR TO DECHLORINATE WATER USED FOR FLUSHING NEW WATER LINE TO 0.1 MG/L CHLORINE PRIOR TO DISCHARGE TO STORM DRAIN. 18. ALL NEWLY INSTALLED WATER PIPES AND RELATED PRODUCTS MUST CONFORM TO AMERICAN NATIONAL STANDARDS INSTITUTE/NATIONAL SANITATION FOUNDATION (ANSI/NSF) STANDARD 61 AND MUST BE CERTIFIED BY AN ORGANIZATION ACCREDITED BY ANSI. 19. THE CONTRACTOR SHALL NOT PLACE THE WATER PIPE IN WATER OR WHERE IT CAN BE FLOODED WITH WATER OR SEWAGE DURING ITS STORAGE OR INSTALLATION. Otticelort Worth C5JI041b UotelJon. 25, 2U13 - 02122134 PI sere Je FIIeNI\Utii\Urow,nQs\I-35\CV-ALL-GN-NUILU3.ogn 27. REPLACE OR RESTORE ALL EXISTING UTILITY MARKERS AND ROADWAY SIGNS. 28. NO MUD PERMITTED ON ROADWAYS, PARKING LOTS, AND DRIVEWAYS. 29. COVER OPEN TRENCHES IN ROADWAY AT END OF WORK SHIFT WITH STEEL PLATES OR FILL WITH TEMPORARY BACKFILL TO PREVENT PUBLIC (PEDESTRIAN) FROM FALLING INTO EXCAVATIONS. 30. WHEN WORK IS COMPLETE, ALL PIPE, FITTINGS, SOILS, TOOLS, INCIDENTAL MATERIALS, RUBBISH MUST BE REMOVED. THE STREET MUST BE POWER BROOMED. SIDEWALKS, DRIVEWAYS MUST BE CLEANED AND CLEARED OF EXCAVATED PAVEMENT AND SOILS. 31. WATER DISCHARGE WHILE DRAINING, TESTING, OR DISINFECTING PIPELINES SHALL BE DONE IN ACCORDANCE WITH TCEQ GENERAL PERMIT NO. TX670O00. _ 4%e ,*: DMRIEL STOW ENE RG, JR i 99271 'a% IIIIIIDNjPf�/ 'zosr-D/ Z,y- FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERWG FIRM F•2144 ®zoll f Texos Deportment of Transportation north tarrant express bluebonnet contractors, LLC Improving mobility in Texas STATE TEXAS DRAWN BY LLR DISTRICT FT. WORTH DESIGNED BY ABC _NM FREESE FORT WORTH IH-35W GENERAL NOTES SHEET G-7 SEQ. 07 OF 17 TECHNICAL OFFICE WORK ORDER NO. DATE 1/25/2013 COUNT TARRANT CHECKED BY I DOS HIGHWAY N0 IH-35W REV DATE BY DESCRIPTION 1/25/13 DOS SHEET CLARIFICATIONS O4BORDER-W. dQn FORT WORTH WATER GENERA! NOTES 1. Water Systems have been designed in accordance with the "Policy and Procedure for Processing Water and Sewer design" dated April 1999, with the latest revisions, as established by the City of Fort Worth Water Department for water and sewer projects. 2. Applicable design and details shall conform to City Standard specifications and/or any current updates of these. 3. Existing utility data 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 this data. 4. The contractor is to verify location and elevation of existing utilities prior to construction. 5. The contractor shall keep at least one lane of traffic open at all times during construction. 6. Horizontal blocking for water lines has been omitted for clarity; however blocking shall be constructed in accordance with details included in these plans. 7. Trenches which lie outside existing pavements shall be backfilled above the top of the embedment with acceptable backfill material. All backfill material shall be compacted to a minimum of 95% proctor density by means of tamping only. Trenches, which cross under existing pavement, shall be backfilled per WTR-029 and compacted to 95% of standard proctor density at a moisture content of -2% to +4% of optimum moisture content. 8. Top of water lines shall be a minimum of 3'-6" below top of curb except where shown otherwise in these plans. 9. Valves shall be installed where designated on these plans. 10. Fire hydrants shall be a minimum of 3'-0" behind the face of curb and in line with property/lot lines except where shown otherwise in these plans. 11. Insert cleaning PIG in water main where directed. "Cleaning PIG" shall be provided by Contractor. 12. Install chlorination and sampling points at designated locations per WTR-21 of the "General Contract Documents and specifications for Water Department Projects." 13. Corporation stops shall be tested for full flow when the system is pressure tested. 14. Contractor is responsible for all trench safety. The contractor shall construct the proposed work utilizing a trench safety plan prepared by a professional engineer for this project. A trench safety plan shall be submitted at the pre -construction meeting. 15. All water lines crossing below storm sewer lines shall be ductile iron pipe unless noted otherwise. 16. All water services shall be installed over storm sewers, except where shown otherwise. 17. Elevation adjustment at connections may be made with bends, offsets, or joint deflections (Joint deflections not to exceed manufacture's recommendations or as deemed appropriate by the engineer). 18. All non-standard bends shall be made by using the closest standard MJ fittings or fittings with the required joint deflections (deflection not to exceed the manufacturer's recommended deflection per joint). 19. All existing 3/4-inch water service lines shall be replaced with 1-inch Type K Copper service lines, with 1-inch corporation stops and if required 1-inch tapping saddle and 1- inch x 3/4-inch reducer at the 3/4-inch curb stop as directed by the Engineer. 20. All existing water meters shall be relocated 3' behind curb or as directed by the Engineer. 21. Existing utility crossing shown on 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. 22. The contractor shall install a 2" temporary water service main. 23. The contractor personnel shall wear identifying clothing or hats at all times. The contractor shall also have identification on all vehicles. 24. Construction activities shall be limited to the hours of 7:00 AM to 6:00 PM unless otherwise approved or directed by the engineer. In the case of arterial streets, 9:00 AM and 4:00 PM only. 25. Contractor is responsible for maintaining water connections to all homes and businesses in working order at all times, except for brief pre -notified interruptions in water services. In no case shall services be allowed to remain unreinstated overnight. 26. The contactor shall saw cut existing curb and gutter pavement, driveways and sidewalks in areas where pavement or concrete is to be removed. Saw cutting will be considered subsidiary to the price per linear foot of pipe. Contractor shall provide compacted select material as needed to repair damaged drives, streets, walks, and patios. 27. The contractor shall remove all fences, located within easements and parkway, interfering with construction operations and provide temporary fencing during construction. Removed fences, wooden or chain link, shall be replaced with a new fence or undamaged original fencing. All affected property owners shall be notified prior to construction. Removal and replacement of existing and temporary fences shall be considered subsidiary to the project cost and must be reflected in the unit bid prices for various items listed in the proposal. 28. The contractor is responsible for keeping streets and sidewalks adjacent to the project free of mud and debris arising from the construction activity. 29. All barricades, warning signs, light devices, etc. for the guidance and protection of traffic and pedestrians must conform to the installation shown in the 1980 Texas Manual of Uniform Traffic Control Devices as currently amended, Texas State Department of Highways and Public Transportation. .At DAKIEL STOOIENDuRG. JRi rrlyygy, 99271 A� S IIIIj`O,3 Ni7���!�'�o/f� ")-O(3 or-:k$ FREESE AND McHOLS.WC. TEXAS REGISTERED ENCWEERWC FIRM F-2144 ®zoll Texos Department of Transportation is north tarrant express bluebonnet contractors, LLC Improving mobility in Texas r•1 NICHOLS FORT WORTH FORT WORTH WATER GENERAL NOTES STATE TEXAS DRAWN BY LLR DISTRICT FT. WORTH DESIGNED BY ABC SHEET G-8 SEQ. 08 OF 17 TECHNICAL OFFICE WORK ORDER N0. I DATE 1/25/2013 COUNTY TARRANT CHECKED BY I HIGHWAY NO Dcs IH-35W officelort Worth CSJI041b batelJOn• 25, 2UIS - U28231S2 HWSertfe EIIWI\Utll\UrawlnQS\I-3A\CV-ALL-GN-NDIL04.170n ! PROPOSED TXDOT ROW� \\ APPROXIMATE LOCATION \I OF EXISTING SEPTIC \' EVAPOTRANSPIRATION BED STA 1+00.00 ID 78/79 = BL STA 589+14 304' RT PI„ A =90' 00' 0b" INSTALL: 1-16"x90° BEND & BLOCKING 1-16" GV & VAULT (S) CONNECT TO EX. RCCP 16" WL (W) SEE DETAIL 1 SHEET C-9 CUT & PLUG EX. RCCP 16" WL (E) N-6994270.64 ((FIELDOVERIFY) EXISTING 16"\RCCP r z WATER LINE t--' aW I VOL. 388-I66 PG.. 1 1:c I I !* oa _ I --- W- -_ --- -I// "! I - - JTFP rn 0o NEXTIVALVE F I . ;T� XISTI(� 16" GV No �- I _ I • TO BE REMOVED ,.,�r APPR�X. 500' GAJ I I' & SALVAGED AT GILD_ DENTON RD..ran_. 1 L ____ .- III. . _- (REMOVEI VAULT) M�` ��_ L o' 4 I T '��' N' a o 20' C� CROSSING 1NGLF� o I • I- PROPOSED za,, _X a 1 1 EASEMENT. 11 �--- __ 1 -- S 90° OO.I(O" rw GAS-L r . m1- I I 1 =1 \ ILo a r m f- 2+L00'_--- 3+00 Ti;A�0- I 5< zo��r /H0 . w wx w J_ �wm w�a� . 1 �41 ! u■ .. tna� ••-•z z •L--J - I wPw-� wxzr�: r.v,.; ; •4•"%eh/t■ ��c^' , 1I L STA 590+09�I •-wz INSTALL: D.I. WATER LINE-- _-0�� • 1\ E\IST!NG r--X--- -W- T DOT ROW 1 THOi UTILITY BAST: L' NE-, 00 TH(15 CP-21057 EXIS;fING 16" WL (X-9 94) CONFLICT ID 7p & 79 7H03 (TO OE ABANDONED AN W/ GROUT PER UAR REQO EX S�.ING BLOW-OFF1I VALVE TO BE REMOVED, SALVAGE VALVE & BACKFILL EXISING 16" GV TO BE REMOVED & SALVAGED (REMOVE CONC. VAULT) aw.-.Z1-- PROPOSED 16" z or rCCw • STA 1 +95.43 A : ainwaC: I _ TA_ : acczi- ozQo°; 20 LF 16" DIP (CLASS 250) "' • 1 aa- w. mootmo WITH MECH. RESTRAINED JOINTS WL (W) v \I 1-16" PLUG & BLOCKING (W) �UCI. 1 16" GV & VAULT (E) G ozo . OWNER: V.6994175.22 � -U E: tnwoo PROLOGIS, a.2333057.59 A MARYLAND REAL ESTATE I 'T."-S$sy,., DOCUMENT NUMBER D208072130 0. P. R. T. C. T. . . . . I:.. . . . . . . . k* -FOC 4 665 655 645 635 625 595 585 575 . wa 11=1)NKNOWN ,r- 1 LF?I.ELD .V.�R.I FY ) tjL•ifN1AT ;GflAI I 0: 4 J w C CUT 11r PLUG Ii I N F L 1 ail �lT2t - PARKING AREA -`�■'- _ STA 9+16.92 PI t1 =45'00'00" INSTALL: 1-16"x45° BEND N=6994337. 22 E=2333633. 85 STA 9+09.85 PI 1. =45°00'00" INSTALL 1-16"x45' BEND N.6994332.15 E=2333628.92 EX. 1,6" WL I I IN. it so ir 1 i REMOTE EX. 12" G - APPROXIMATE LOCATION CO OF FUTURE BRIDGE,;,‘ I / \REMOVE AND REPLACE, EXISTING METER B0 113 LF STEEL CASINS I r I 1 C; BY OTHER THAN OPEN CUT i_ 1:_ , _ --- L PROP. DUCT BAt (BY OTHERS) 6+00 END �OF 453 LF STEEL CASING BY OTHER THAN OPEN UT GAS STA 7+39.75 NSTALL: -16"x12" TEE ` -12" GV & BOX (S)W) 0 0 LF 12" PVC WL (S) 0 -12 PLUG & BLOCKING (S) F E=2333601.86 • • • • • .EL =.UNKNO.RN (F[ELD VFRlF r) ti a E-X 16T I�1�" ORl1DO 'FL`U9K.N0WAi i(F:IE_D'•V R FY) ......: erg : : : r�- I t.. r I • TO E�YOR 1C`MULCf ;SEER • • • • F.L.s.UNKN WN. ERIFY 1" • • • 800• L•F C1JA•S-S--i RE r5....p:'t1.:....0-f-Ff'E 5f) Nrk rN CHA'AJFC4@ L Y` STRA•fANEL •JO-fltrS 1- 00 m -. otn • za I(1WU I�1 it X EXISTING 12" WATER LINE 2 A '(X-9250) STA 9.74.20 P I =45' 00' 00" INSTALL: 1-16"x45' BEND N=6994337.99 E=2333691.12 STA 9.85 36 INNNSTALL5°00'00" 1-16"x45' BEND N=6994330.20 E=2333699.11 STA 9+5 09 INSTALL: 1-2" WATER SERVICE CONNECT TO EX. IRRIGATION WATER SERVICE BY OTHER THAN OPEN CUT N=6994337.76 E=2333674.01 { STA 9+70.00 INSTALL: 1-16" GV & VAULT N-6994337.93 E=2333686.91 Inle i IRI - ;� BLASTAg588+6i3,D345�7LT= ((; CONNECT TO EX. 6, 16" RCCP WL (E) SEE DETAIL 2, SHEET C-9 (1 N-6994330.27 EX. 15' J, (FIELD7VERIFY) UTIL. ESMT.r, • C, I M orl,'GROUND UTILITY ES°r, iNt -ER1t'Tgi'C A(X-9250) (TO BE -- ABANDONED AND FILLED W/ GROUT PER UAR REQUIREMENTS) ET NEXT VALVE APPROX. 650' AT=-SANDSHELL F-) SIL CREEK BLVD. Vl - EXISTING 16" RCCP WATER LINE (X-9250)- - -I `fTO-BE-ABANDONED AND FILLED e 1 X W/ GROUT PER UAR REgU4RfMENTS) 11 SA 7+74.63 H395 P1 =45°00'00" INSTALL: 1-16"x45° BEND N=6994196.94 E=2333630. 72 STA 7+89.85 INSTALL: 1-8" BOV ASSEMBLY (SEE DETAIL -A) N=6994212.16 E=2333630.52 6' DIA. MH STA 7+54.75 OWNER: DETAIL -A PI„A =45°00'00" THE RUTH RAY & H.L. HUNT FOUNDATION INSTALL: VOLUME 9498, PAGE 1906 1-16"x45° BEND THE RUTH FOUNDATION V1N=6994182.70 VOLUME 9490, PAGE 751 333616.86r.- BOC 0 r mom oU) • wLai : z 2 a -th M i t' D i- d ..> c ao av(oo ai ' I- 1 tl: • 2a..MI4 ( ER Fin LO SINd OPEN U co CO cNi.4 Et) 42 44 co 810 ..:„...1).. on' • HYDRDMULCH SEED ase: W' :0.-'i 0 . 1+00 2+00 3+00 w r • 4+00 uttIcetort Worm CI.JIU91b Uete.Jen. 2b, 2U13 - 035Ub121 PWser■je FlI 1\ut1I\Urorings\I-3b\CY-UIL-PL-WIHLUI.agn er OCT r 5+00 nor aIi CO R. 00 6+00 0 ✓ 7+00 665 655 645 635 625 -REV DATE BY DESCRIPT ION fAUTIONIII EXISTING UNDERGROUND UTILITIES IN AREA. CONTRACTOR TO LOCATE PRIOR TO CONSTRUCTION AND COORDINATE ANY REQUIRED LEGEND PROP WL EX WL EX WW PROP ROW EX ROW O 20' 40' 80' HORIZONTAL SCALE O 10' 20' VERTICAL SCALE 40;iN 7:402._‘ee..71 z_sr. TEXAS REGISTERED ENGINEERING FIRIA F-2144 Texas Department of Transportation express bluebonnet contractors, LLC Improving mobility in Texas 615 FREESE r..,NICHOLS FORT WORTH 595 CONFLICT ID 78 & 79 16" WATER LINE BL STA 588+63 TO 589+14 605 585 575 STATE TEXAS DRAWN BY LIAR SHEET C-1 SEQ. 09 OF 17 TECHNICAL OFFICE WORK ORDER NO. I DATE 1/25/2013 DISTRICT COUNTY FT. WORTH TARRANT DESIGNED BY CHECKED BY I HIGHWAY NO CV-ALL-PR-WATER.00n 630 610 600 590 580 570 560 550 540 I -4 GATE 1 I 66 SY PERMANENT ASPHALT PAVEMENT --I REPAIR, SEE DETAIL DE 4 SHEET C-8 CD STA 1.46.67 INSTALL: 1-12x12" TEE 10 LF 12" WL (E) 1-12" PLUG & BLOCKING (E) 2-12" GV & VAULT (WLS) (VALVES SHALL BE ANCHORE TO TEE) N=6987990.27 E.2333183.73 (FIELD VERIFY) REPLACE 20 LF OF CURB AND GUTTE GREAT SOUTHWEST 7.23' FROM CURB PKWY. TO CL OF WL -.----NEXT VALVE 316' STA 1.22.69. ID 80 BL STA 652.24, 249' RT INSTALL: 1-12"x12" TEE 2-12"x8" REDUCERS (E) CONNECT TO EX. 8" C.Y.1WL (E,W) N=6987966.28 E.2333184.05 (FIELD VERIFY) —T' EX. V" PVC SS ri (L-8640) OGE -f T INLET MH CROSSING A IS 90°54 1 2+00 [CONFL :CT ID 80 3,00 I : '.4 6, NC -Ex. 8" C.I. WL (X-815) 14 RULVEFt ISOLATION VALVE NGLE 5" BL STA 65149! UTILITY BASE LINE-- 0 I 0 w Jai -IEAD Ln - MD - F4- i i I f S,A 5400 16.1(1 45 (PRGPCSED 12" WATER LINE -4, LF STEEL CA-4.',N( 13' OTHER 7HAN OFTN.C.JT I : NEXT VALVE' MELODY-HILO D L 650' AT I I ?AN -EXISTING TXDOT ROW • PROPOSED TXDOT ROW I taA 6+15.00 I- INSTALL: 1-12"x12" TEE 10 LF PVC WL (N) N=6967996.53 E.2333652.02 Cu :UL R, 1 32 SY PERMANENT ASPHALT PAVEMEN1 REPAIR, SEE DET. 2 SHEET C-8 STA 7.00.00 I INSTALL; . 1-12" GATE VALVE 'W-6987997.66 E.2333736.88 PARKING AREA MONA 7+00 Y 1 I , I LP• 4. . 0-- • : : : • • Cr ....mt . i .... i .... 1... .... IA : .1 •.. : 1 >:. Jr— i ca • • .1.- .,, . .. W. 1-. :._.t. : •`41- X* : k _,..,, \I ,pri : ,4_ • : oili.. .17d.....kt...! !T. 4.:i.i.!?.74.............,,u. c-Pi • ---[.......„'.,! • • s,c •NI > 7; -if: NI : •.- 'VI 5: 4114 / ' • 4 1.-iZ•44 • 14*.=.0r-FOL(.. : . :AO •••-:c2:.-t• •-•--, _ ! 74! 404 .covg kl% 1:11-1 CO f-00 tn 4 VNKMWN (ftWrIERIFIY7 ! ! • p VERWYI 0" S tVELD • EWTFT) • • Ott:G.:Hort worm GbJ1INIlb H. •-• 1 +00 2+00 Uolet Jon. Zb, 21)13 - U II 30 Miser je 1-11011\utlINLIrOw1MAI-Jb\CV-UIL-PL-WIHLUZ-1:1.001 105 ;:trS :c. • : i4 • 1••• //111 . : 2HII : . • • 440. 11. 2 . 3 6 miN. STEtttCAS _NG-13Y : ui..-v#THR4e' • : : ' 44..i61-5.54.3601-PS : TN: N.ffc'1.4/y1C'AiLL; Y Rr4rim1rci? INT7; TOP 58$. i 3+00 1.17 O. 4+00 : 5+00 tth STA 7+40.06. ID 80 = BL STA 651+90, 344' LT INSTALL: 1-12"x12" TEE 2-12"x6" REDUCERS (N,S) CONNECT TO EX. 6" WL (N,S) N.6987998.20 E.2333777.07 (FIELD VERIFY) .L 1#7-EX. 6" PVC WL (X-10396) MIDDLETON DR. ISOLATION VALVE EX. 6" UNK SS (L-6890) I A71.AI•S ... l'0.15N1 W e• KIM . ttcs 4 •-• •• •L'e:41i-?5**;. 1:-4? • <O.- z.,. 4 : 14,4,1O4.- .:1H4s.11i 41.4-!.-Ct 4Int-Ce 1.421rLO • ; • ;\ i 6+00 -PL•=60 1. 6 IIL VERIF9- .11 • r L414 TOP OS. 176 7+00 REV DATE BY DESCRIPTION 1 /25/13 DGS SHEET CLARIFICATIONS fAHTTONII, EXISTING UNDERGROUND UTILITIES IN AREA. CONTRACTOR TO LOCATE PRIOR TO CONSTRUCTION AND COORDINATE ANY REQUIRED RELOCATION. LEGEND PROP WL PROP WW EX WL EX WW PROP ROW EX ROW • IN 0 20' 40' 80' HORIZONTAL SCALE 0 10' 20' VERTICAL SCALE 630 DANIEL STWE:WIG. JR 9E 2 71.0 475 620 •`; . N . A -,/p /- 5- 610 600 590 FREESE AND NICHOLS. INC. TEXAS REGISTERED ENGINEERING FIRIA F-2144 Texos Deportment of Tronsportotion isnorth tarrant express bluebonnet contractors, LLC Improving mobility in Texas 580 FREESE IF= NICHOLS 570 FORT WORTH 560 CONFLICT ID 80 12" WATER LINE BL STA 651 90 TO 652+24 550 STATE 540 TEXAS DRAWN BY LIM DISTRICT FT. WORTH DESIGNED BY ABC SHEET C-2 SEQ. 10 OF 17 TECHNICAL OFFICE wORK ORDER NO. DATE /25/2013 COUNT TARRANT CHECKED BY DOS HIGHWAY NO IH-35W "HEV DATE BY DESCRIPTION m 1/25/13 DOS SHEET CLARIFICATIONS 8 0 IGLESIA BAUTISTA 4755 NORT MFREEWAY 0 EXISTING 8" FIRELINE (X-18719) 0 0 EXISTING 2" IRRIGATION SERVI EXISTING 2" DOMESTIC SERVIC 1 CUT & PLUG EX. 8" WL 48 SY OF HYDROMULCH SEED IGLESIA BAUTISTA G4755ENORTH FWY. EXISTING 24" CONC. SS (M-292B) - (X-19387) EL 46911 GEMIPAC INIPLACE E SIN NEXT VALVE 600' AT GREAT SW PKWY E ;. 8" C.I. WL (X-17012) TO BE ABANDONED AND FILWITH GROUT (! PERLUARIN REQUIREMENTS Y' I II II I II I 1 8" UNK SS Y (L-6940) EX. 8" C.I. WL 1,1 (X-17012) w CD 3 ISOLATION VALVE �.• ()(Lj; F1-1: NEXT VALVE 800' 10.P' -w— AT MEACHAM BLVD I. 0 i U1 w 0 Iw CD .y • 0 JTILITY BASE, LINF\41 PROP. RETAINING WALLS (BY OTHERS) S Uttloelort Worth CSJIU41b UotelJon. 25, 2013 - 03109.12 PNIser11@ hllglt\Utll\Urorin0s\I-3S\CV-UIL-PL-WINL03.O0n w 3 D s 4D D q 0 0 h 3D LID O O r I w 0 CP- -'064 .I EXISTING TXDOT ROW -PROPOSED TXDOT ROW 4 RAKESH R & AMISH DATEL 4803 MONA USA St RAKESH RMONA �USA STTEL l▪ ►---—_SS- e„ EXISTING 6" UNK SS (L-6887) GATE MONA LISA ST, 4, I+��=EXISTING 8" C.I. WL X-17012) 11 CUT & PLUG EX. 8" WL ISOLATION VALVES (VALVES ARE LOCATED ON NORTH -SOUTH LINE PER RECORD DATA) 48 SY OF HYDROMULCH SEED 1 � —*A— i �( , •1 F `�\WE . • N L HILARIO & MARIA ROMERO I -4802 MONA LISA ST. 4800 MONA 1 L SA ST. QUORUM DR. \\7\N WE fAIJT1ON111 UTILITIEST EXISTING UNDERGROUND CONTRACTOR TO LOCATE PRIOR TO CONSTRUCTION AND COORDINATE ANY REQUIRED RELOCATION. LEGEND PROP WL EX WL EX WW PROP ROW — -• --- EX ROW O 20' 40' 80' HORIZONTAL SCALE O 10' 20' VERTICAL SCALE 4OF TCr 111 may:' * 11 yDARIEL slatExeu+c..mS 99271rvt 11 + 0 FREESE AND NICHOLS. WC. TEXAS REGISTERED ENGNEERNG FIRM F-2144 ® 2ott le Texas Department of Transportation .north tarrant express bluebonnet contractors, LLC Improving mobility in Texas r--� FREESE FORT WORTH CONFLICT ID 80 EX. WATER LINE ABANDONMENT BL STA 660+00 TO 663+00 STATE TEXAS DRAWN BY LBW DISTRICT FT. WORTH DESIGNED BY ABC SHEET C-3 SEQ. 11 OF 17 TECHNICAL OFFICE WORK ORDER N0. Y DATE 1/25/2013 COUNT TARRANT CHECKED BY I DOS HIGHWAY NO IH-35W a�vttnt 0.0.0.110 easlirm 8688 670 660 650 640 630 620 610 600 590 580 NI \\ APPROXIMATE LOCATION 1' OF EXISTING SEPTIC \1\ EVAPOTRANSPIRATION EDB\ \ —\ NM MEMMMA CONFLICT ID 78 SEE SHEET C-1 ON �i°'-, 1(,, ' XI, 1 NEXT VALVE 300' 'WESTD ° �i' \ 'I, ; AT SOUTHWEST CORNER 1-(),�`, ; OF THE `CHURCH �/ n, u, �• 7 • .� v `'O , , c, STA 1.00.00 ID 183 = BL STA 585•b7, 196' RT CONNECT TO EX. 8" PVC WL (W) CUT & PLUG EX. 8" PVC WL (E) N.6994678.36 E=2333158.60 (FIELD VERIFY) 588+0b 587+00 STA 1+03.49 P I A = 75° 1 3' 00" INSTALL: -8"x45° BEND 1-8"x22.5° BEND I-8"x11.25° BEND N=6994679.30 E=2333161.97 586+00 J (r--11 `, , •f CONFLICT ID 183 STA 2+92.51 PILL!, =1 4° 46' 59" INSTALL: 1-8"x11.25° BEND CUT & PLUG EX. 8" PVC WL (S) N=6994868. 30 E=2333159.44 - EX. 8" PVC WL (X-10223) TO BE ABANDONED AND FILLED W/ GROUT PER UAR REQUIREMENTS ,� / / / i'' / / / P OPOSED / / AWWA C900° ---" / / L' WATER i�JE _.----,/ r) �J 2, / / NEXT VALVE 500' NORTH / ; AT\NORTHEAST CORNER / ; OFF THE CHURCH // , 50' BUILDING LINE . 6 ParK109 Pove OWNER: NORTH FORT WORTH BAPTIST CHURCH PROPOSED VOL. 7045, PG. 1085 TXDOT ROW D. R. T. C. T. STA 2+96.01 ID 183 - BL STA 58304, 194' RT CONNECT TO EX. 8" PVC WL CUT & PLUG EX. 8" PVC WL N=6994871.67 E.2333158.51 .2 ' z ■ ■ (N) .•. ��1�... —T_-- 585+00 -r 584+00 UTILITY BASE LINE 1` 583 00 582+00 IH-35W • • • • • • • • • • • • • • • • • • • EtT +'TYNdi- OL11MpIt. (iHAUI, i EXISTING TXDOT ROW — — — — — — T 581+00 580+00 579+C 88...I 8" F!K....W4ThR -I JfE .pR-.441 • • • • • :010: : 011 10.. 1+00 Do?e, Jon. '[S, 2U13 - 03103, 01 PWser, jB FiId11\or, l\Uroo ingstl-36\Cv-uIL-PL-W IHL04.ogn 2+00 3+00 REV DATE BY DESCRIPTION A 1/25/13 OGS SHEET CLARIFICATIONS f+LIT TON 1 I I EXISTING UNDERGROUND UTILITIES IN AREA. CONTRACTOR TO LOCATE PRIOR TO CONSTRUCTION AND COORDINATE ANY REQUIRED RELOCATION. LEGEND PROP WL EX WL EX WW PROP ROW — •• — EX ROW f��z O 20' 40' 80' HORIZONTAL SCALE O 10' 20' VERTICAL SCALE 670 izo..... ..F ... 1, i*: */ S.*.r i*.i %DANIEL STO TE16UR6, Ili t i y9,, 99271 i�: 660 /IT'6,n�.,(.tENS;°OGti ��//A� TTI�,ONAI �N��//„A4 _ 650 640 630 FREESE AND MCHOLS. INC. TEXAS REGISTERED ENGINEERNG FIRL1 F•2144 © 201 1 A. Texas Department of Transportation .tnorth tarrant express bluebonnet contractors, LLC Improving mobility in Texas 620 r-r FREESE 610 FORT WORTH 600 CONFLICT ID 183 811 WATER LINE BL STA 585+07 TO 583+14 590 SHEET C-4 SEQ. 12 OF 17 TECHNICAL OFFICE WORK ORDER NO. DATE 1/25/2013 STATE DISTRICT COUNT 580 TEXAS FT. WORTH TARRANT DRAWN BY DESIGNED BY CHECKED BY I HIGHWAY NO LLN ABC DOS IH-35W 0**icfilort worth c5J1U416 MANHOLE BASE 804*'. /6 BARS 0 6' OCEW 3'X3'X6' CONCRETE BASE WIN /4 BARS O 6' OCEW, CAST ON UNDISTURBED SCR GATE VALVE SIZE 16" tam SECTION R-R 32' HINGED FRAME AND COVER PER 33 05 13-D008 DIBEDNENT SHALL BE CRUSHED ROC( PER SECTION 33 05 10 RESILIENT SEAT CATE VALVE DIMENSION TABLE UW BURY MN. BMIY A B MW. C 0 E RISSE DFP1N DEP1N X PAYED. UNPAVE04 6' • 1'-10' Y-7' 16' 6" 1' 6•-10' 24" 6• 2'-0' 3'-91 18' 6' 1' 7'-0' 30' 7• • 2•-3' 4'-11 16' 7" 2' 8'-2" 36' 3 • 2'-6[5'-8' 16' 6' 2• B•-9' M NAUMA BURY DEPTH 15 F 01.1 FINIS FD G tADE TO 5'-11' 12' 12' 6'-1' 12' 7'-3" 13' 7-10' 13' 17P OF PPE NOTES: 1. VAULT TOP SHALL BE PER MANHOLE UD ASSEMBLY DETAILS AS INDICATED ON THE DRAWINGS. 2. RISERS: 2.1. DUCTILE IRON OR PVC PIPE PROVIDE TAPPING SADDLE WITH CC THREAD, BALL CORPORATION STOP CCIJIARE. COPPER RISER AND Y TURN BALL VALVE FLARE,SLARE PER SECTION 33 12 10. 2.2. STEEL 0R CPR PROVIDE A THREADED CUTLET 61TH CC THREAD. BALL CORPORATION STOP CC/FLARE, COPPER RISER AND Y TURN BALL VALVE FLARE/FLARE PER SECTION 33 12 10. 3. TO OPEN ALL VALVES THE OPERATING NUT SHALL BE TURNED TO THE RIGHT (Cl0CKWISF) INSET 'A' STAINLESS STEEL UN -STRUT, •U•-BOLT 4I SAND NUTS 4 et= „ FlFVAIION FAIAcITT / IMP/HOLE BASE POLRSOCYANIRATE CUSHON PAD. 1' THK2(, BENEATH MANHOLE BASE --- B PRE -CAST MANHOLE PER 33 39 10/20-D208 NOT BE IN CONTACT WITH •, MANHOLE • STRUCTURE 1 CL511 OR CSS-6 PER SECTION .'.�. 33 05 10 1 COPPER RISER, • •41 SEE NOTE T MANHOLE BASE RONF. }6 BARS 6' OCEW POLISOCYAN RATE CUSHION PAD, 1' THICK, EXTENDING IN PIPE LAY DIRECTION TAPPING SADDLE W/'/ CC THREADS PER SECTION 33 12 10 MJ RETAINER-/ GLAND 3'XS'X6' CONCRETE BASE WITH 14 BARS O 6" OCEW, CAST ON UNDISTURBED SOIL -_ B BASE REIN µ BARS O VAULT -PLAN 6' OCEW 32' HINGED FRAME AND COVER PER 33 05 13-D008, F VAULT 15 N PAVEMENT. ORIENT HUGE TOWARD ONCOMING TRAFFIC 1110111W 44444. . ()%7�.`C. •R•STANLE55 STEEL STRAPS To iiiBRACE COPPER, ��SEE INSET 'A' ••GROU1 MANHOLE ,CONNECTION PER •SECTIONS 33 39 10 OR 33 39 20 THREADED OUTLET W/ CC THREAD -FLANGED CONNECTION. PROVIDE ISOLATION KIT 111111 PEIROLAIDA TAPE COMING PER SECTION 33 04 10 PVC/DIP CPP/STEEL SECTION A -A WATER TRANSMISSION GATE VALVE & BOX (33 12 20-D127) NOT TO SCALE BACKFlLL NIIH 'o & O v/ V V v, v0 V JV ACCEPTABLE /vvvvvvvv v7OvvvvvvVvv BACKFLLPER / .VVVVVVV vvvvvvvvvvvv• 5EC10B330510 /Wvvvvvvv' vvvvvvvvvvvv vvvvvvv vvvvvvvvvvvv3 / vvvvvvvv' vvvvvvvvvvvv �`vVvvvvv VVVVVv7OVVvv1 '\vvvvvv., •vvvvvvvvvvvv /.•vvvvvvv vvvvvvvvvvvvl vvvvvvvv 'vvvvvvvvvvvv %�vvvv000 vvvvv, v vvvvvvvv PVC,/ vvvvvvv A\'VVvv Vvv OVVVVVV0000v1 `PLUG EXISTING PIPE BULKHEAD TO -12' SP. RUUH C1SM PER RETAIN CLSN SECTION 03 34 13 AUG. 2012 4 I � T Dote; Jon. 25, 2013 - 024 31; 19 Raisers je FILL WITH CLSM UMW. ENTIRE DIAMETER OF PIPE 15 FILLED N 10 PREVENT INFILTRATION \\\✓t\,\ \i\\7\\>\\i\\i\\i\�i\\i: EXISTING PIPE TO BE ABANDONED 4> NOTE 1. ABANDONMENT SHALL BE PER SECTION 02 41 14 2. SURFACE REPAIR SHALL BE PER SECTIONS 32 01 17, 32 01 29 0R 32 14 16 DEPENDING ON EXISTING SURFACE 3. A WATER PRESSURE PLUG PER 02 41 14-0123 SHALL BE AN ACCEPTABLE ALTERNATIVE WHERE APPUCABLE PIPE ABANDONMENT (02 41 14-D007) PLUG NOT TO SCALE AUG. 2012 ASPHALT C01ER EM51NG PAVEMENT Tara• iAu4ace m oR AC•w Douput 4 coPsyncv 0N.y. IeT.eiR aMAAO10RDS NOT .u0= E CRPEa,ENE SANK PEA Y000 33 9310 ONE V�A1uggPrD 010RWLY 9400 • HCEDECNTAL GATE V41E BADE .3&.T t00o-OI�]0 X eiRSiMn 154 ROPING FELT PF PENETRATOR. �NOTE 3 GATE YALE AU MOTORED POT (3 12 DO-0126 1101CI111.0 440434 i%44BMAERSRu C CSlRRS SECTION A -A. DUCIII F IRON PIPF 56' MIN. 2' GALVANIZED PPE 2-STANDARD MASHED 2'X6• VEBOARDS INTERSECTION & DRIVEWAY APPROACH CROSSING FOR TEMP. ^ WATER SERVICE (33 04 30-D134) rANCRFTF rn (ASPHALT) 5 NOT TO SCALE p 6 f4 BARS (TIP.) C*5010F (UNLPROVED SURFACEI PAVED AREAS CONCRETE COLLAR 8' TYP. AWWA THREE-PIECE VALVE BOX OR APPROIED EOUAL )j'A45• CHAMFER 2' SQUARE STOCK W/ 1' DN. HOLE DRILLED THROUGH INPAVFO AREA( GATE VAIK 1"• SOLD ROUND STDKM // 2' SQUARE STOCK W/ i' 0IA HOLE DRILLED THRGOCR 2➢(' SQUARE TUBING W/ Y' MCK WALL AUG. 2012 BARS (11PJ amustH FOR UNIMPROVED SURFACES OILY 41' CNAVFER (TIP.) 3' MITI. A 1 _J WES VALVE ]E•N,CD r" N osirOoe RAVgE w ASSESS, DEN. AS TIE Cara. PERE33 W 13-0011. C013 OR D015 PER 33 M 1,20-0206 1100201294. a a .d° FIX SCiYl 3l Mt0 - 2'-0" - INVIIRFTE FOIEAR (BET] AIMED WATER - AIL U OCAIONS) F VALVE OPERATING NUT IS MORE THAN 3' BELOW PAVEUDAT SURFACE, PROVIDE EXTENSION STEM TO 1• BELOW PAVEMENT SURFACE USE RETAINER GLAN05 FOR VALVE RESTRAINT VANES T II YAI1E STEN TXTD:5ON NOTE 1. CATE VALVES SNAIL BE RESKJENT SEATED. 2. PROVIDE 3' MIN. OF COVER OVER REINFORCEMENT N ALL DIRECTIONS 3. COLLARS SHALL BE 4.000 PS CONCRETE PER SECTION 03 30 00. NOTE 1. 1' R00ND 50L1D BAR & 2' SOVARE PER ART A A-106-81. SAE 1020, COD DRAWN OR BETTER. 2. 2-Y4' SQUARE TUBING PER AST4 A-512-79, SAE 1020, COLD DRAWN OR BETTER. 3. ALL WELDS SHALL COMPLY WITH A.W.S. 000E FOR PROGE0)RE, APPEARANCE AND 5A111Y CP WELDS. WATER DISTRIBUTION GATE VALVE & BOX (33 12 20-D126) NOT TO SCALE AUG. 2012 rL,•0y6 aR MOLD TA MRM WRIT -P nw.Tw .MICE wanes PER SECTIO1 33 04 10 -C..TE VALVE AWL ii vI MOWED 1 e1 Qg1WNLYOPR0 b.KEE RON AVCKOR PIPE 01 OP 4R5 AlLONDA NTOTAL LESSEN IRA VARY. POLEINRD2 ENCASED PER 33 11 10 A0.1 P ]S OS t]-DOO° 4 AND PRCDOE IXPA.1RATEN P GCE VK SECDM 33 OA 10 11 BADS OCR POPE PESETTATICK SEE fro %NO. 4 PA•z °' CORERS GAM A1EPOIw 04 0112 16444044D) P•`i 0i 40 R15 7' uBRACPI4 EMT Y. SEE X. RP DDATEEla VACUA 33 0-0126 (Amour Coso) 6Aa 4° SECTION B-B TIFF) AND CONCRFTF PRESSURE PIPE B u• LIKED 4RAIIE ai mii000e ARr•aE w AssAr--* /jRtcrrA As raulm w I 13M.Op6RI1, OA OTR 0OWi6 PNfu0 R• 33 32 10/20-0A6 SEiBCSE PR SECTION 335 10 STANDARD BLOWOFF ASSEMBLY (33 12 60-D105) NOT TO SCALE AUG. 2012 3/8' WALE- 34-I/8' NOTE: 1. USE THIS METER BOX N NON -PAVED AREAS ONLY. 3. WALL THCKNESS 63/8'R a 4. SNAP LOCK POCKET WILL RECEIVE AMR/AMU DEVICE ENDPOINT. SNAP LOCK SLOT IS (.80• t .015' TO ALLOW FOR A ANGER FORCE INSTALL POCKET HEIGHT IS 15/16' FOR WA 1/8' AIR CAP. I 1• =1-IT td=1=1 1=i=t=I=I=B=1=1 i=t=t=t=t=o=1=t=I 1=1i1=I=1=1=I=1 1=1=1=1=I=t=t=B=1 1=1=1=I-B-I-1=t 1-1-I-1-I-I=t=B=t ¢-1-1-I=1-td= i 11-1-1-1e1g1i3I ,4 1t111111111Im- 13i1t1i1i7i111s„i 1-0-1-11111-1-.-1 1=0=t=I=I=I=1=I=I 1-1=11=1=I=111-1 t=1= 1=1= 11-1-1=1 1=IL1±1I 1=t=1=I 1=1= 1 17-3/4' NEER.=EEK 90xBOX BLOW -OFF SIZING 1� • 'TIT sm.. S1La srwr�v-BnT Aw lz N. TEE 4WI EK PINY PCP D MALL 1DE 61004n AS MD A PART 6F TIE sOa-M A551419Y 1 MS rum IS pay APR2IRK E 5. 115 ES Wow v4 SOLE PROW. DESOL "PROWsx.0'"s.FLLA'-s i 01 AP NO RONT FLL NM MAP SPA TOP 122 PP. DAMAN OR 029110,E0 MM. PER SECTIO4 03 PO DO SNAP LOCI( POCKET. SEE NOTE µ d I I/2' REBUT (2) PICK HOLE POCKET 3' x 9/16"x 1HRU H0(E SOUTH 3/1641 30455 R00 I- 21 1/4' 1/2' BOW �4-- 17-1/2' -I 16-1/2• 2-INCH STANDARD PLASTIC METER A BOX (1-1/2 & 2-INCH METERS) (33 12 10-D114) 1 ' NOT TO SCALE AUG. 2012 REV DATE BY DESCRIPTION 1 12-6-12 DS ADDED DETAIL ® 1/25/13 DOS SHEET CLARIFICATIONS 1Pl6. OF rItt11 � If DANIEL ST0)TENBUI0, ,IN Ae16VicrNSfW5 FREESE AND NICHOLS. INC. TEXAS REGISTERED ENGINEERING FIRM F•2H4 Ar Texas Department of Transportation north tarrant express bluebonnet contractors, LLC Improving mobility in Texas STATE TEXAS DRAWN BY LLR DISTRICT FT. WORTH DESIGNED BY ABC r-I NICHOLS FORT WORTH CITY OF FORT WORTH STANDARD DETAILS SHEET C-5 SEQ. 13 OF 17 TECHNICAL OFFICE WORK ORDER NO. DATE 1/25/2013 COUNT TARRANT CHECKED BY I DOS HIGHWAY NO IH-35W Offioeiort Worth C5J10416 File10\util\Oroein9s\I-35\CY-UTL-OT-TYPLOI.OQn REV DATE BY DESCRIPTION 1/25/13 DGS SHEET CLARIFICATIONS RESTRAINED PLUG OR CAP 'X BLOCKING SHALL EXTEND TO UNDISTURBED EARTH BLOCKING SHALL EXTEND TO UNDISTURBED EARTH TEE ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED IN POLYETHYLENE PER SECTION 33 11 11 PLAN VIEW 10RIZONTAL THRUST BLOCKING T\BLE PLUGS, TEES, 90' BENDS 45' BENDS 22.5' BENDS 11.25' BENDS PIPE 'X' DEAD -ENDS SIZE DIN." MIN. AREA MIN. AREA MIN. AREA MIN. AREA MIN. AREA (SF) (SF) (SF) (SF) (SF) 4.00' 4.50 4.00' 4.00' 4.00' 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'-O' 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'-1.A 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 0N: 1.1. 225 PSI TEST PRESSURE 1.2. 3,000 P5F HORIZONTAL 0R 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 REWIRED TO PROVIDE THRUST RESTRAINT BY MEANS OF THRUST BLOCKING FOR ALL PIPES. THIS ITEM SHALL BE CONSIDERED SUBSIDIARY TO 111E VARIOUS ITEMS BID. 4. ALL IIJ FITTINGS SHALL BE ADDITIONALLY RESTRAINED WITH RETAINER GLANDS. 5. BLOCKING FOR WATER ONES LARGER THAN 24- SHALL BE DESIGNED FOR 111E SPECIFIC LOCATION AND SHOWN ON THE DRAWINGS. 6. ALL DUCTILE IRON FITTINGS SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PRIOR TO PLACING OF BLOCKING. HORIZONTAL THRUST BLOCKING (33 11 00-D130) NOT TO SCALE AUG. 2012 • BLOCKING SHALL BE AGAINST UNDISTURBED EARTM HORIZONTAL BLOCNNG PER 33 11 00-D130 POLYETHYLENE ENCASEIAENT PER SECTION 33 /1 11 - }2 BLOCKING SHALL 7t' BE AGMNST > 000451 RuRBED \L . EARTH HORIZONTAL BLOCKING PER 33 11 00-13730 REMOVE ()TASTING PIPE AS NECESSARY FWNGED END BLIND FIANCE 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 SECTORS 32 01 17, 32 01 29 0R 32 14 16 DEPENDING ON E05ING SURFACE AN0 AS DESIGNATED ON THE PLANS 3. CAST -IN -PUCE CONCRETE SHALL BE PER SECTOR 03 30 00. 4. ALLOW CONCRETE BLOCKING TO CURE FOR 24 HOURS PRCR TO P080008ZNG WATER UNE FIELD CUT AND REMOVE EXISTING PIPE AS NECESSARY PER SECTIONS 33 11 11 OR 33 11 12 RETAINER GLAND DUCTILE IRON MJ CAP PVC AND DUCTILE IRON PLAIN END PRESSURE PLUG PVC, DUCTILE IRON, 44 STEEL PIPE PRESSURE .!� L NOT TO SCALE Off,CWlort Borth C5J10416 0088E JOn. 25, 2013 - 02139193 PNlaar. le F BLOCKING SHALL-C< BE AGAINST UNDISTURBED f EARTH ^ DUCTILE IRON OR STEEL WATER PIPE NOTE: PIPE SHALL BE CENTER RESTRAINED UNLESS SHOWN OTHERWISE IN DRAWINGS STEEL CASING PIPE STAINLESS S180. CASING SPACERS PER SECTION 33 05 24 DUCTILE IRON ANf) STEEL PIPE SMALLER THAN 48" WITH STEEL CASING CONCRETE PRESSURE PIPE BELL OUTSIDE DIAMETER MORTAR BAND MIN. 2' OUTSIDE PIPE BELL STEEL CASING PIPE 24"-42" CONCRETE PRESSURE PIPE WITH STEEL CASING CASING PIPE SCHEDULE -°TACTILE IRON AND STEEL PIPE EELS EEL 1522. SLIY ASA CASING PIPE SCHEDULE • CONCRETE PRESSURE PPE SWAM WSW CAs CESE CO My WAY STEEL CAP EELS 00 NOTE 1. CASING DIAMETERS SHOWN ARE TO MEET MINIMUM INSTALLATION REQUIREMENTS. LARGER CASING SIZES AS INDICATED IN THE DRAWINGS SHAIJ. GOVERN. CASING SIZES MAY BE INCREASED TO ALLOW FOR CASING INSTALLATION TOLERANCE VARIABIUTY. WATER CARRIER INSTALLATION IN STEEL CASING (33 05 24-D106) NOT TO SCALE AUG. 2012 FIELD CUT AND REMOVE DIMING PIPE A5 NECESSARY PER SECTIONS 33 11 13 00 33 11 14 TOTED BUR STRAP. BUR MD. JOINT HARNESS OR EQUIVALENT PER SECTOR 33 11 13 00 33 11 14 CPP AND STEEL PLUG PLAIN END PRESSURE PLUG CONCRETE PRESSURE AND BURIED PLUGS (02 41 14-D123) AUG. 2012 PIPE EMBEDMENT PER SECTOR 33 05 1D AS INDICATED ON TIE DRAWINGS / \ CONCRETE CRADLE SHALL EXTEND TO UNDISTURBED EARTH BEND Q \!�G\i\��ji•\/\ •\\i/\�O 'X' PROFILE VIEW CONCRETE CRADLE TAB_E PIPE SIZE DIM.'• MIN. ARE,IAIN. AREA MIN. AREA MIN. AREA (SF) (SF) (SF) (SF) 6' 1'-6' 4.50 4.00' 4.00' 4.00' 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'-O' 31.99 17.31 8.83 4.43 20' 2'-0' 49.98 27.05 13.79 6.93 24' 2'-O' 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. 90' BENDS 45' BENDS 22.5' BENDS 11.25' BENDS NOTES: 1. THRUST BLOCKING AREAS SHOWN ARE BASED 0N: 1.1. 225 PSI TEST PRESSURE 1.2. 3,000 PSF HORIZONTAL 0R 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 SMALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS HILTS 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 DRAVANGS. 6. ALL DUCTILE IRON FITTINGS SHALL BE %RAPPED IN POLYETHYLENE ENCASEMENT PRIOR TO PLACING OF BLOCKING. 3` CONCRETE CRADLE (33 11 00-D131) NOT TO SCALE AUG, 2012 ` ����� oR PIPE BACKi1Ll PER SECTION 33 OS f0 AS DRA%14IGSED ON TIE .......... : •�� DRAWIN CLOT FROM BOTTOM AND LIMITS OF LAUNCH OR RECEVNG PIT TO 6' ABOVE CASING PIPE OR TUNNEL UNER PLATE TO PROTECT END SEAL 5 FOR TUNNEL UNER PLATE, PROVIDE HOLD DOWN JACKS AT ENDS A CARRIER MAX PPE 12' MAX (TIP.) Y STEEL CASING PIPE OR TUNNEL UNER PLATE ALL JDIN1S TITAN AND ADJACENT TO CASING OR TUNNEL LINER PLATE TO BE RESTRAINED PER TABLE FOR STEEL PRESSURE PIPE AND ALL CARRIER PPE 48' AND LARGER CASING SPACER SPACING SHALL BE DESIGNED BY ENGINEER CARRER PPE - REMAINED JONES BP GP or STED. MAIEIERS OAIETRS MAYEIERS RPE 14'-4A' S4' A LARGER ALL WES VECHANCAL N,J YA1H FLANGED OR mar ma OTMRESED LDIL-RING•• MEGALUGS P05R-DIE KaN1• JDN1S BELL & SPIGOT RES1RANED LOK-RING•• NTH GRIPPER PUSH -ON ,TOMS GASKET �/ JONT' •1R-f1EX BJ US PIPE. PIA-RPIG BY ACPCO, OE APPROVED 1.0UAL ••10K-RING By A0PCO, OR APRDVED EQUAL R17NG5 ,jI PIPE wawa 4OHTS JOINTS WEIDEO J0N15 NOTE 1. FOR BELL AND SPIGOT PIPE. REMOVE ALL SLACK IN LNE PRIOR TO BACKFBL ANO PRESSURE TESTING FOR CASING BY OPEN CUT, EMBEDMENT SMALL BE SAND PER SECTION 33 05 10 SPACING BETWEEN CASING SPACERS SHALL BE N0 MORE TIAN 6' MAX (TIP.) PIPE EMBEDMENT PER SECTION 33 05 10 PLAN A -A CASING SPACER CONTACT GROUT PER SECTION 33 05 23 F PIPE JACKING OR HAND TUNNELING 14?,%?21cmw EXTENTS OF LAUNCH 0R RLUENN° PIT CASING SPACERS ON BOTH 9DE5 OF BELL AND SPIGOT OLSM PER SECTION 33 05 10, TO EX1FN TO UNDISTURBED EARTH N ALL HORIZONTAL DIREC00N5 AND TO THE BOTTOM OF THE EXCAVATION DUCTILE IRON PIPE AND STEEL PIPE CASING & TUNNEL LINER PLATE PROFILE (33 05 24-D108) NOT TO SCALE AUG. 2012 4p�E• OF I 9S,1fl F� y;' yIF • /DANIEL S18UTE8BIAG, JR% A q 99271 '4�� A//j'nF •,</CENSE'�•��'tT= 11157 zw.p C9 FREESE AND NICHOLS INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 ©2D�-® Texos Deportment of Transportation north tarrant express bluebonnet contractors, LLC Improving mobility in Texas STATE TEXAS DRAWN B7 LW DISTRICT FT. WORTH DESIGNED BY ABC ••I NICHOLS FORT WORTH CITY OF FORT WORTH STANDARD DETAILS SHEET C-6 SEQ. 14 OF 17 TECHNICAL OFFICE WORK ORDER NO. DATE 1/25/2013 COUNT TARRANT CHECKED BY I DOS HIGHWAY NO IH-35W 1 N311\ut'i1\Ororin9s\I-35\CV-UTL-OT-TYPL02.09n WIDTH SHALL BE 8" MIN. FOR 2 BAR APPUCATIONS, OTHERWISE 6" MIN. PIPE BACKFILL PER DRAWINGS AND SECTION 33 05 10 PIPE EMBEDMENT PER DRAWINGS AND SECTION 33 05 10 REINFORCING MAT, (4 BARS 0 6' OCEW CONNECTION TO PRECEDING SECTION PER PLANS 1 PLAN MEW 6" MIN. PROFILE VIE IN. TIE -DOWN BARS AS DESIGNATED >> ON TABLE Ste•-•, REINFORCING MAT SHALL BE #4 BARS - o 6" OCEW BLOCKING SHALL BE AGAINST UNDISTURBED EARTH HOOK TIE DOWN BARS INTO REINFORCING MAT (TYP.) 6" MIN. BLOCKING SHALL BE AGAINST UNDISTURBED EARTH (VERTICAL TIE -DOWN BLOCKING TABLEI PIPE 512E 6" 90' BENDS 45' BENDS 22.5' BENDS 11.25' BENDS MIN. MIN. MIN. MIN. MIN. MIN. VOLUME q4 VOLUME r4 VOLUME 14 (CF) BARS (CF) BARS (CF) BARS ALL 90' 48.69 BENDS 86.56 SHALL BE 135.25 ESTRA(+co 194.76 1 24.82 1 12.47 1 I 2 44.13 1 22.17 1 1 3 66.95 2 34.64 1 1 4 99.29 2 49.88 1 I NOTES: 1. VERTICAL TIE -DOWN BLOCKING VOLUMES SHOWN ARE BASED ON: 1.1. 225 PSI TEST PRESSURE 1.2. 150 PCF CONCRETE DENSITY 1.3. A SAFETY FACTOR OF 1.5. 2, OAR QUANTITIES ARE BASED ON: 2.1. 30 K51 14 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 1S REQUIRED TO PROVIDE THRUST RESTRAINT BY MEANS OF VERTICAL 11E-DOWN BLOCKING FOR ALL PIPES. THIS ITEM SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS ITEMS BID. 5. ALL MJ FITTINGS SHALL BE ADDITIONALLY RESTRAINED WITH RETAINER GLANDS. 6. WIDTHS, LENGTHS AND DEPTHS MAY VARY BUT SATISFACTION OF ABOVE MINIMUM VOLUMES MUST BE DEMONSTRATED. 7. KEEP CONCRETE CLEAR OF PIPE JOINTS AND BOLTS. 8. VERTICAL TIE -DOWN BLOCKING FOR UNES 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. VERTICAL TIE -DOWN BLOCKING (33 11 00-D132) NOT TO SCALE AUG. 2012 EMBEDMENT AROUND ENTIRETY OF WYE AS SHOWN PER SECTION 33 05 10 UPON COMPLETION OF CLEANING, REMOVE SPOOL PIECE (IF ANY) AND PROVIDE BLIND FLANGE FOR CONCRETE OR STEEL WYE OR RESTRAINED MJ PLUG FOR DUCTILE IRON WYE PER SECTION 33 04 40 ... �i��� I�l ° I�' y. �r. ,Q ('�(\vt �. c � y`"i Th .M1 T �(� �Iy�����w• 3' MIN. BELOW FINISHED GRADE •. WYE BRANCH' i�• ,i� ;','`,- WATER TRANSMISSION VALVEGATE • • • • PER 3312 20- VAULT 0127 2 6• MIN. AND 12" MAX. INITIAL BACKF1LL UTILITY SAND PER Imo_ ^ SECRON 33 05 10 3 6' MIN. AND 12" MAX. BEDDING ✓ 1=1 I I -I 11=1 11=1 I I� I I� I I=1 WA (r NO GROUND GROUND WATER WATER PRESENT PRESENT EMBEDMENT FOR WATER LIr 12-INCH AND SMALLER (32 NOT TO SCALE 6" MIN. AND 12" MAX. INITIAL BACKFILL U11UTY SAND PER SECTION 33 05 10 6" MIN. BACKFILL =1 11=1 11-1 I I� 11=1 TRENCH DEPTH LESS THAN OR EQUAL TO 15', AND NO GROUND WATER PRESENT 111 12" Lill MAX. 1 CLEAR, TRENCH DEPTH GREATER THAN 15', GROUND WATER PRESENT, OR BURIED STEEL PIPE PER SECTION 33 11 14 EMBEDMENT FOR WATER LINE! 16-INCH TO 24-INCH (33 0! NOT TO SCALE Yi.�Y�.r t.J,•1 ww,.u^ Ai 'irWryr' `7PAW, GYr'�3`� *IipYi$v`� AA447`Yi�Yi'W `.' 00VWVOT+rr"U STEEL OR CONCRETE CLEANING WYE OR DUCTILE IRON IJJ CLEANING WYE FOR DUCTILE IRON PIPING w n 52-04 . ooM >�oo TRANSMISSION PIPE 16" AND LARGER (33 04 40-D136) NOT TO SCALE AUG. 2012 'CLEANING WYE SPACING TABLE NOMINAL MIN. "X" MIN. PIPE' 6 1 5'-B' 4' I 18" 5'-9" I 20" 6'-6" 24" 6'-9" 4' 36" 8W-5'1' 5' CONNECTION CONTINUING SECTION PER PLANS NOTES: 1. "Y' DIMENSION ONLY APPJES WHERE GATE VALVE VAULTS ARE IN THE VICINITY OF A PROPOSED CLEANING WYE. 2. PROVIDE TEMPORARY INTERNAL PLUG FOR TESTING. 3. WRAP FLANGES IN PETROLATUTA TAPE PER SECTION 33 04 10. 4. FOR DUCTILE IRON WATER MAINS, MJ WYE SHALL BE RESTRAINED TO ADJACENT PIPE WITH RETAINER GLANDS AND MJ PLUG SHALL BE RESTRAINED DIRECTLY TO THE FITTING. 5. ALL DUCTILE IRON SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT PER SECTION 33 11 11. 6. WYES SHALL ONLY BE LOCATED WHERE INDICATED ON THE DRAWINGS. STANDARD CLEANING WYE FOR WATER EXISTING SURFACE 11111=-111-I11` =111=111=1( ;� -1I1 11- 11 E1-7 E2-7 CONSTRUCTION g1S- SA 0 0 0 i=i i i=lii= ;II�I�I lO 6" MIN. DIMENSION. 6" 1. WHEN BID PER CUBIC YAF O 6" MIN. DIMENSION. MAX. DE 6" ON MAINS 24" ANL AND LARGER WHEN BID P 3O 4" MIN. DIMENSION. 4" I, WHEN BID PER CUBIC YAF 0 CLASS 'E' (1500 PSI) COP CONCRETE ENC. NOT TO SCALE Off lcetort Worth C5J10416 (Totes Jon. 25, 2013 - 02N31:09 PNlsersje FIIeWsNut ,I\Drawings\I-35\CV-UTL-0T-TYPL03.C9n NOTF: REV DATE BY DESCRIPTION ® 1/25/13 DGS SHEET CLARIFICATIONS PROPOSED ASPHALT --, PAVING PER TYPICAL SECTION w i"PER FT. (TYP) O O o � _ �— ,, I I I=111-I STABIUZED SUBGRADE PER PAVING TYPICAL SECTION SAW -CUT (TYP.) EXISTING TREATED SUBGRADE (IF ANY) 7 / TACK COAT PROVIDE DENSITY AND THICKNESS TESTING PER SECTION 32 12 16 PART 3.6 1'-4 Y4' 1%" 6" TA1APED TOPSOIL PER SECTION 32 91 19 i—III——II1-1II 1 I=111=111=111=1 I 1�Ill-Ill-III-Ill - . -III=III=III-III / / / / 2 //, //) /l / H I I„I� I i IliIIIli III' -III IIIIII I I 1Ii- 4 BARS NEW CONSTRUCTION TRENCH REPAIR OMIT/ CONCRETE BASE MATERIAL FOR TRENCH REPAIR PER SECTION 03 34 16 BACKFlLL MATERIAL TRENCH WALL ASPHALT TO BE PLACED IN TWO UFTS EXI STING HMAC PAVEMENT III-11 UNDISTURBED SUBGRADE 12" COMPACTED ACCEPTABLE NATIVE BACKFILL PER SECTION 31 24 00 MINIMUM EXCAVATION OUTLINE FOR STREET CONSTRUCTION #4 x 24* SMOOTH DOWEL TOP OF CURB TOP OF PAVEMENT PROPOSED SUBGRADE PER TYPICAL ROADWAY SECTION 12' 9' HMAC _ TRANSITION PER 32 12 16 SEAL WITH JOINT FILLER /i/ii/ EXIST. 7 ASPHALT 141 PVEME T O 0 ' -III—III-I �" PER FT. (TYP) • EXISTING SUBGRADE EXPANSION JOINT, FORMED GROOVE ROUNDED TO Y4" RADIUS WITH A" PREMOLDED EXPANSION JOINT AND SILICONE JOINT SEALANT 1Y4" MIN. CLEARANCE BAR STOP � o a 1 6" OR 7' CURB T/2 1 111=11 �II�—I��111 111 SUBGRADE PER TYPICAL ROADWAY SECTION DOWEL SLEEVE OR CAP TO FIT DOWEL AND BE SECURED CURB AND GUTTER EXPANSION JOINT NOTE. SEE NOTE I 1'-4 Y4' 16" EXISTING STREET 1. 200 LF LIAXIIAUM SPACING BETWEEN CURB AND GUTTER EXPANSION JOINTS. n STANDARD CURB AND GUTTER (32 16 13-D534) NOT TO SCALE CONSTRUCTION JOINT YA1H SILICONE JOINT SEALANT PER 32 13 13—D518 (TYP.) EXISTING TREATED SUBGRADE (IF ANY) 1 ASPHALT PAVEMENT TRENCH REPAIR - RESIDENTIAL STREETS (32 01 17-D520) NOT TO SCALE AUG. 2012 STRENGTH AND THICKNESS TESTING SHALL BE PERFORMED PER SECTION 32 13 13 CLASS 'H' CONCRETE PAVING PER SECTION 32 13 13 0R 'HES' IF DESIGNATED ON DRAWINGS BACKFlLL MATERIAL CONCRETE TE RESIDENT, • NOT TO SCALE OffIc6lort Worth C5J10416 Dote:Jot. 25, 2013 - 02:39:42 PN15erIJe Filoth \utll\Oro. n0\1-35\CV-UTL-OT-TYPL04.don TRENCH REPAIR LIMIT' JOINTING SHALL MATCH EXISTING LOCATIONS AND TYPES AS CLOSELY AS POSSIBLE M4 BARS 0 18' 0.C.E.W. TRENCH WALL AUG. 2012 #4,418' DEFORMED BARS DOWELED AND EPDXYED MIN. 6' INTO EXISTING PAVEMENT o 18" 0.C. (TYP.) EXISTING CONCRETE PAVEMENT / NOTE: • UNDISTURBED SUBGRADE • FOR CONCRETE STREETS < 10 YRS OLD DIMENSION 'X' SHALL EXTEND TO END OF PANEL, 0714ERYASE 'X' SHALL BE 12' PAVEMENT TRENCH REPAIR EPrI: IAL STREETS (32 01 29Dl:23) AUG. 2C 1. 2 6" 1. MINIMUM WIDTH IS 2-0", MATCH EXISTING WIDTH UP TO 2'-6" TAMPED TOPSOIL PER SECTION 32 91 19 I I=11H 111=11I-1I1. _I 1 I-11 I-111=11 L %//////////// O • o p • IIIiI-IT--III III, 1�1111 SAW -CUT (TYP.) EXISTING TREATED SUBGRADE (IF ANY) PROIDE DENSITY AND THICKNESS TESTING PER SECTION 32 12 16 PART 3.6 12" TACK COAT COMPACTED ACCEPTABLE NATIVE BACKFILL PER SECTION 31 24 00 MINIMUM EXCAVATION OUTLINE FOR STREET CONSTRUCTION TRENCH REPAIR LIMIT^_ CONCRETE BASE MATERIAL FOR TRENCH REPAIR PER SECTION 03 34 16 BACKFILL MATERIAL ASPHALT TO BE PLACED IN TW TWO UFTS EXISTING HMAC PAVEMENT UNDISTURBED SUBGRADE ASPHALT PAVEMENT TRENCH REPAIR - ARTERIAL & INDUSTRIAL STREETS ^ (32 01 17-D520) NOT TO SCALE AUG. 2012 1p'c6%%%XX\L %OF ..Ill .5: •. qSl/ •;DANIEL STOUTEIIBIAO, JR� /'egms 99271 •��; //lAny; �CENSE �VS'�� III)p '7-47/, — FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F•2144 ®20® Air Texas Deportment of Transportation north tarrant express bluebonnet contractors, LAC Improving mobility in Texas STATE TEXAS DRAWN BY LW DISTRICT FT. WORTH DESIGNED BY ABC r-1 NICHOLS FORT WORTH CROSS SECTION AND CITY OF FORT WORTH STANDARD DETAILS SHEET C-8 SEQ• 16 OF 17 TECHNICAL OFFICE WORK ORDER NO, I DATE trfl 1/25/2013 COUNT TARRANT CHECKED BY I DOS HIGHWAY NO IH-35W REV DATE BY DESCRIPTION m 1/25/13 DGS SHEET CLARIFICATIONS EX. 16" RCCP P-303 CL151 WL (X-9394) CUT EX. PIPE INSTALL: BELL RING AND BELL ADAPTER FROM HANSON OR APPROVED EQUAL AT STA 0+95 (X-9394) POLYETHYLENE ENCASEMENT NEW DUCTILE IRON PIPE v B BUTT STRAP PROP. 16" D.I. WL CONCRETE BLOCKING —STA 1+00.00 FLANGE ISOLATION KIT 5' CONFLICT 78 & 79 WEST CONNECTION NOT TO SCALE BUTT STRAP B V HANSON JOINT ADAPTER OR APPROVED EQUAL APPLY PETROLATUM TAPE RUBBER GASKET FIELD APPLIED J `EXISTING RCCP CEMENT MORTAR (B-303) PIPE BELL DUCTILE IRON PIPE TO RCCP BELL ADAPTER NOT TO SCALE 011 c010rt Worth CSJ10416 Uotel Jan. 2S, 2013 - 02143,09 PMserlje h1Id11\otl l\Urooinas\I-3S\CV-UIL-UI-IYPLOS.ogn EX. 16" RCCP P-303 CL151 WL BUTT STRAP (X-9250) FLANGE ISOLATION KIT CONNECT EX. BELL JOINT AT STA 9+71.28 WITH RCCP BELL ADAPTER (X-9250) (FIELD VERIFY) CONFLICT 78 & 79 n EAST CONNECTION NOT TO SCALE POLYETHYLENE ENCASEMENT -\ BUTT STRAP NEW DUCTILE IRON PIPE NB B V // / HANSON JOINT ADAPTER OR APPROVED EQUAL APPLY PETROLATUM TAPE REPLACE EXISTING RUBBER GASKET CEMENT MORTAR EXISTING RCCP (B-303) PIPE SPIGOT FIELD APPLIED CEMENT MORTAR DUCTILE IRON PIPE TO RCCP SPIGOT ADAPTER NOT TO SCALE FREESE AND NICHOLS, INC. TEXAS REGISTERED ENCINEERWG FIRU F-2144 © 211 Ar Texas Department of Transportation .znorth tarrant express bluebonnet contractors, LLC Improving mobility in Texas r-1 NICHOLS FORT WORTH CONNECTION DETAILS SHEET C-9 SEQ. 17 OF 17 TECHNICAL OFFICE WORK ORDER NO. DATE 1/25/2013 STATE DISTRICT COUNT TEXAS FT. WORTH TARRANT DRAWN BY DESIGNED BY CHECKED BY I HIGHWAY NO L4R ABC DOS IH-35W FORT WORTH CITY OF FT. WORTH, TEXAS 1000 THROCKTON STREET FT. WORTH, TEXAS 76102 817-392-4477 MAIN ATTN: ANDREW T. CRONBERG, P.E. bluebonnet contractors, LLC Improving mobility in Texas BLUEBONNET CONTRACTORS, LLC 6851 NE LOOP 820, SUITE 102 NORTH RICHLAND HILLS, TEXAS 76180 817-510-3557 MAIN 817-510-3691 FAX ATTN: SCOTT STOCKBURGER, P.E. DIRECTOR OF UTILITIES CSJJ ENGINEERING ASSOCIATES, LLC POST OFFICE BOX 630797 IRVING, TEXAS 75063 512-750-3974 MAIN ATTN: SCOTT COLTER, P.E. r1 NICHOLS 4055 International Plaza, Suite 200 Fort Worth, TX 76109-4895 Phone-(817) 735-7300 Fox-(817) 735-7491 Web - www.freese.com 0 2010 Texas Deporfinenl of Transpafallon SUBMITTED FOR LETTING: :.-Vie''7:'l'`�.._y/',•'�-.FJ�rwrrd�!', A :... BLUEBONNET CONTRACTORS,I:LC RECOMMENDED FOR APPROVED: I ANDREW T. CRONBERG, P.E. ASSISTANT DIRECTOR, WATER DEPARTMENT CITY OF FORT WORTH, TEXAS RECOMMENDED FOR APPROVED: FREESE AND NICHOLS. INC. Zo/z—N—o7 I N. T. S. STATE OF TEXAS DEPARTMENT OF TRANSPORTATION )O, PLANS OF PROPOSED STATE HIGHWAY IMPROVEMENT .north tarrant express TARRANT COUNTY ASSEMBLY U NUMBER 820-U-0506 CITY OF FORT WORTH, TEXAS IH-35W WATER UTILITY RELOCATION ROW CSJ: 0008-14-093 CONST. CSJ: 0008-14-058 CONFLICT ID NUMBERS: 78, 79, 80 & 183 STA 580+00 TO 670+00 PROJECT LOCATION NOVEMBER 2012 © 2012 BY TEXAS DEPARTMENT OF TRANSPORTATION ALL RIGHTS RESERVED. INDEX OF DRAWINGS SEQ. SHEET NO, NO. DESCRIPTION 1 G-1 2 G-2 3 G-3 4 G-4 5 G-5 7 G-7 8 G-8 10 C-2 11 C-3 12 C-4 13 C-5 14 C-6 15 C-7 16 C-8 17 C-9 TWA 1 EELS MINN' STATE TEXAS 0364 PROJECT NO. OISINICT FT WORTH SECTION 1 JOB 01 119 COVER FTAH�RASEDYBOTLCAIO�N FORT SYTMANAANDONMENOTONMAP FORT WORTH SANITARY SEWER SYSTEM LOCATION MAP NTE GENERAL NOTES TXDOT GENERAL NOTES GENERAL NOTES FORT WORTH WATER GENERAL NOTES CONFLICT ID 78 & 79 CONFLICT ID 80 CONFLICT ID 80 CONFLICT ID 183 CITY OF FORT WORTH STANDARD DETAILS CITY OF FORT WORTH STANDARD DETAILS CITY OF FORT WORTH STANDARD DETAILS CROSS SECTION AND CITY OF FORT WORTH STANDARD DETAILS CONNECTION DETAILS FREESE A10 NICHOLS, NC. TEXAS REGISTERED ENGINEERNG FIRM F-2144 S,IEEE NO, COUNT TARRANT N IOMAY NO. IH-35W CITY OF FORT WORTH IH-35W WATER UTILITY RELOCATION COVER SHEET STATE TEXAS BRAWN BY LIAR DISTRICT FT. WORTH DESIGNED BY DGS SHEET G-I SEO. 01 OF 17 TECHNICAL OFFICE WORK ORDER NO. DATE 11/09/2012 COUNT TARRANT CHECKED BY HIGHNAY NO Dcs IH-35W REV DATE RR DESCRIPTION 00 97 EA sag�E a4av9 eeeek- 000m GGGG.3 ogo'io vwN^r� T; T:I:�a• Rao- t 6GGL•- Wit gggig 11.12.0.613. 000H- 454 Oggs h1VN4 Attn NORTH FORT WORTH BAPTIST CHURCH 5801 NOR Ta,, FWY. cP# 12057 12058 1CP-2058 NORTHING 6994456.55 6995218.24 --CONFLICT ID 183 I• Iv IIn EASTING 2333548.27 2333541.45 THE GROVE AT SANDSHELL APARTMENTS 5701 SANDSHELL DR. ELEV 638.88 642.01 CONFLICT ID 78 & 79 ABANDONMENT LOCATION $P-2057 ir FOSSIL CREEK BLVD. I 1\--CONFLICT ID 78 & 79 GREAT SOUTHWEST PKWY. ' AU CONTRACTOR 4775 NORTH FWY. IGLESIA BAUTISTA GETSEMANI 4755 NORT FWY. CONFLICT ID 8 ABANDONMENT LOCATION 7-ELEVEN 2529 MEACHAM BLVD. CP# NORTHING EASTING ELEV 2062 6,988,732.87 2,333,595.57 614.48 2063 6,988,009.68 2,333,600.55 609.20 2064 6,987,325.10 2,333,601.71 600.81 2065 6,986,647.01 2,333,601.74 597.91 MELODY HILLS DR. L CP.f206 ' I 1 ' II 1 OP-2065 I wl MIDDLETON DR. CONFLICT ID 80 L --! 1 OUORUTA DR, POLARIS DR. MEACHAM BLVD. NOT T S; 1. SID RICHARDSON CARBON LTD. 4825 NORTH FWY. 2. PANHANDLE SLIM WESTERN WEAR 4901 NORTH FWY, 3. CFJ MANUFACTURING 5001 NORTH FWY LEGEND PROP WL EX WL EX WW PROP ROW - EX ROW A 0 I00'200' 400' HORIZONTAL SCALE nicest AND N$CNJLS, NC. TEXAS REGISTERED ENGINEERING FRO F•2144 ®ion 0.0 Texas Deportment )f Transportation north tarrant express bluebonnet contractors, LAC Improving mobility in Texas rm INICHOLS FORT WORTH IH-35W OVERALL PROJECT WATER LINE LAYOUT 24 PROJECT CONTROL PLAN SHEET G-2 5E0. 02 CF 17 TECHNICAL OFFICE WEAK ORDER NO. I BATE II/D9/2012 STATE DISTRICT COUNTY TEXAS FT. WORTH TARRANT DRAWN BY DESIGNED BY CHECKED BY I HIGHWAY N0 LAIR ABC DOS 1H-35W Cfflcmolloc CS11"16 0Ct0I11\09\2012 - D210<.31 PM USCYIIK FI1(YI\tIIIl\UrOrIfQ3\1-J5\CY-ALL-PL-S11E01.Con [ DATE DESCRIPTION 1YDJ' DESCRIPTION D5 UPDATED NOTES It Iv PARKWAY ISOLATION VALVES CANTREL-SANSOM RD. C)(. 16" CV (VALVE K016-00413) INTENGIATE LOOP B20 4 4 G 0 GREAT SOUT 0 OLD DENTON FX. 8" GV EX. 1 EX. 8" GV CONFLICT ID 78 t 79 1- EX 8" GVF _Ex. FH H T PKWY. 4 EX 8" GV 2g EX 8" GV CONFLICT ID 80 CONFLICT ID 80 ABANDONMENT LOCATION 0 LX 8" GV A FX 8" MEACHAMf 8liV0. FH TO DRAM LINE 3� 4l 8" GV A, CONFLICT 1D 183 CONFLICT'Ib\'78 & 79 ABANDONMENT LOCATION -EX. BLOW VALVE TO DRAIN LINE _ 1___- T • _ FOSSIL CFEEK BLVD. `EX. 16" GV (VALVE H015-00476) ® I TO DRAIN LINE 4® A EX. 6" GV 1© MELODY HILLS DR. EX. 8" GV EX. 8" GV LE ANSI DE DR. 4 z. aW J4 0- N EX. FH r0 DRAIN LINE 5® • 0 A RECOMMENDED SEQUENCE OFCONSTRUCTIQ3 GENERA( NOTES I. RECOMMENDEDSEQUENCNG 15 PROVIDED A5 A SUGGESTION 10 THE CO5TRACTCR, ALL MEANS AND METHODS OF CONSTRUCTION. INCLUDING SEOUENCNG. IS U-TIMATLY THE RESPONSMII ITY Of THE CCNI RAC10T. THE CONTRACTOR MAY 51.03M1T ALTER NATI SEQUENCING PLANS FOR REVIEW BY THE ENGINEER AND CITY. LUMLILI ltl! mice TO EIILODOWN Of EX15'WG 8' WATER LINE 1. SHUT DOWN CAN ONLY BEPERFORMED BETWEEN MONCAY AT 2 PM AND MESON AT 6 AM. NOTIFY NORTH FORT WORTH BAPTISE CHURCH AND THE CITY OF FORT WORTH WATER DEPARTMENT ONE WEEK IRI08 TO SHUT DOWN AND MAKING THE CONNECTION. 2. NORTH FORT WORTH BAPTIST CHURCI1S Dina ANO CELL NUMBERS ARE (817)23S8210 AND 18171E80-8525, RESPECTIVELY. 7. '0.501E' EX1S1 MO 8' WAIF( TINE TOVE9I FY 71E-IN LOCATIONS. 4. INSTATE NEW WATER UNE FROM STATION 1.1C TO 2+85. S. 511117 DOWN EXISTING 8' WATER LINE FROM THE SOUTHWEST CORNER OF NORTIIFORT WORTH BAPTIST CHURCH 10 THE NORTHEAST (ORDER OF NORTFI FORT WORTH BFP1151 CHURCH. THE CITY OF FOR' WORTH WATER DEPARTMENT WILL CLOSE THE VALVES AS DCSCRDED IN TIE 3N V T DOWN rn0C10UAE. (HIRING R HOUR SHUTDOWN OF EXISTINR R" WATER LINT F. INSTALL THE BENDS AND C)NCRETE BLOCKING AT STATICNS 1+03 AND 2+92. 3. INSTALL PROPOSED 8' WATER LINE FROM STATION 1/00 T01.10 AND RIBS TO 2.56 AND MAKE THE CONNECTIONS TO THE DENTING W WATER LINE. R. BRING WATER LINE INTO SERVICE. TAUT OOMN PROCEDURES ONLY TIIC CITY OT Sony W3RTl I WATER 0LMn1 MC NT GINLL OPERATE TIIC CRI.TIOG WATER LINE. :A CLOSE EXISTING B' GATE VALVE AT THE SOUTHWEST CORNER OF THE NORTH FORTWORTH BAPTIST CHURCH M. CLOSE EXISTING 8' GATE VALVE AT THE NORTHEAST CORKER OF THE NORTH FORT NORTH BAPTIST CHURCH 3A. DRAIN THE EXISTING 8" WATER LINE USING THE FIRE HYDRANTS. /A. VERITY THAT TILL CHISTTNGVALVCG ML I IOLDIAC. CONFLICT 78 8 79 FRIOR TO S@UIDOWN Of EX15'ING 16' WATER UNE SHUT DOWN CM ONLY BEPERFORMED BETWEEN MONCAY AT 2 PM AND TUESDN AT 8 AM. NOTIFY NORTII FORT WORIII BAPTIST CHURCH. THE GROVE APARTMENT COMMA) AND THE CITY OF FORT WORTII WATER DEPARTMENT 72 HOURS PRIOR TO SHUT DOWN ANE MAKING TETE EANNECT1011. T. THE GROVE APARTMENT MANAGER G GEORGE OIVEBA. HIS OFF KE AND au NUMBERS ARE (817)507-0007 AND (817)9)2-1179. FESPECTIVILY. 3. THE GROVE APARTMENT C)MPIEX 155E TWICE 08Y TWO DOMESTIC WATER. SERVICES WITH AN INTERVAL IOOP.A TEST SHUTDOWN IS RECOMMENDED TO VERTU THERE ARE NO IIRVICE DIE nUPTIONF W KIN THE NFT5A ON F(XE11 C0IFK MVO IE TAKEN OLIT OF EC *VICE 1. DURING TEST SHJTDOWNOF THE EXISTING 16' WATER UNE, PERFORM '°HOLE" '0 VERIFY TIE-IN LOCATIONS. 5 INSTAIL CASING PIPE FOR IROP05E016' WATER LINE FROM STATION 2.51 TO 7+0i BY BORE. 6. INSTALL LASING PIPE FUR (REPOSED 16- WATER LINE FROM STATION 7+97 TO 916 BY DORI. 7. INSTALL NEW WATER UNE FROM STATION 1+10 TO 910R INCLUDING VALVES AT STVTIONS 1+10, 2+00 AND 7.35 ANDASSOCIAIED CONCRETE BLOCKING FOR THE TEES AT ST+TION 1+95 AND 7.40 AND ENE BENDS AT STATIONS 7/541N07+44 F. INSTATE TEMPORARY TESTPLUGS AT STATIONS1+10 AND 9.08 ALID TEST WATER UNE. 9. SHUT DOWN EXITING 16"WATER LINE FROM THE CORN1R OF 018 DENTON BOAC AND CANTFELL SANSOM ROAD f0 TILE LNTERSECTICN AT F0591 CREEK BOULEVARD AN) SANUVILLI DR. THE CITY CT FORT WDRTH WATER DEPARTMENT WILL CLOSE THE %ALVES AS DESCR BE0 IN THE SHUTDOWN PROCEDURE. HOUR 0 5AE VOTER in NTeTIC limns AN8A0(0MT INF (VNFFTIEINTO TNF FSKTIN: PIPE 11. MAKE HIE CONNECTIONS LATH EXISTING 16' UNE. 12. BRING WATER LINE INTO SERVICE. SHUT DOWN PROCEDURES 1. ONLY Int Lily or HMI W3R/11 WATER DEPARTMENT SHALL OPERATE THE EXISTRG WATER LINE. ILL CLOSE EXISTING 16' GATE /ALVE 50' EAST OF THE CORNER OF OLD DENTON ROADAND RANTED KANC5IM R0A0 VAI VF NORM f R OIF-0)473). ID. CLOSE EXISTING 16' GATE /ALVE Al ENE INTERSECTION OF FOSSILCREEK EOULEVA10 AND SANDSIILLL DRIVE. IVALVENUMDLH 010-004f01 10. CLOSE EXISTING B" GATE VALVE SO' EAST OF THE CORNEROF 0L0 DENTON RD ANCCANTRELL SANSOM ROAD. ILL DRAINHIF EXICHNG 16' NATER I INI USING THE FIRE HYDRANT AND BLOW OFF WIVE. SB. VERIFY TIIAT THE EXISTING VALVES ME HOLDING, CONFLICT BOASTALL noun IU 1NUIOI/WN Of EA15'INU 1Y WATER LINE L INSTAIL CASING PIPE FOR IROP05E012' WATER LINE FROM STATION 1.73TO 6+11RY BORE OR TUNNEL, 2. INSTALL NEW WATER LINEFROM STATION 1+30 TO 7+30 INCLUDING TEES AT 5TATON 1.47 AND 6115 AND VALVES ATSTATION51+50 AND 7.00. S. INSTAIL TEMPORARY TEST PLUGS AT STATIONS 1130 AND 7.30 ANO TEST WATER UNE. 1. INSTAIL 2' WATER LINE TOT TEMPORARY SERVCE TOR THE RESIDENCES OV MONAUSA STREET DCIW LCN MIDDLETON MUM AND MELODY IDLES DRIVE. PRESSURE (CST AND DISIMECT TEMPORARY WATER LINE. USE THE f HIE HYDRANT AT THE SOUTHEAST CORNER OFMIDDLETON DRIVE AND MONA LISA STIED TOR THE TEMPORARY SERVICE. A. MIME GOMEZ, 49(0 MONA USA STREET B. BERNARDOCHAVE, 4904 MONA USA STREET C. BERNARDO CHAVEZ, 4908 MONA LISA STREET D. MARTIN:MCDONAlD. 4912 NON/t LISA STREET E. LOSE ANGEL ROM010. 49161.10NA LISA STREET F. TOMAS CHAVEZ, 4120 MONA USA STREIT G. CITY OF TORT WORTH, 4924 MONA LISA STREET 11. SIMON CHAVEZ, 4428 MONA LISA STREET I. TOMAS A. CHAVEZ 4932 MONA LISA STREET 1. 105E B MANUE. GONZAE2, 4936 MONA LISA STREET K. 105E TORRES, 4340 MONA LISA STREET 5. CONNECT TEMPORARY WATER UNE TO THE WATER SERVICE LINESASSOCIAI (OMEN EACH RESIDENCE. NOTIFY THE RESIDENTS ANO THE CITY OF FORT WORTH WATER DEPARTMENT 72 110JR5 PRIORI° MAKING THE CONNECTION. G. INSTALL 2' WATER LIIMC.OR TEM➢ORART SCRVICC Ton 'RIC OUSINEss%E ALONGGAEAT SOUTHWEST PARKWAY. PRESSURE TEST AND DISNIECT TEMPORARY WATER EKE. USE THE FIRE HYDRANT AT THE INTERSECTION OF GREAT SOUTHWEST PARKWAY AND NORTHEAST PARKWAYUCIR THE TEMPORARY SERVICE A. SID RCHARDSON CARBON B ENERGY, 4815 NORTH FREEWAY (BRAD A81011 (8171626- 3711) 8. ASCEND AWOKE LP(AU!),4775NORTH FREEWAY(PHIL HAMMONDS 1117)926.4)77). 7. PERTORM'DH 10LL' TO VERITY TIE-IN LOCATIONS 8. SHUT DOWN EXISTING E" WATER LINE 011 T11C WEST SIDE OTI-35 ALCNG GREW SOUTHWEST PARKWAY FROM NORTHEAST PARKWAY TO THE SOUTHBOUND FRONTAGE ROM' ANO SHUT DONN TIE EXISTING 6" WATER LINE ON MONA LEA STREET FROM M DOLETONDRIVE TO MELODY HILLS ORWE. THE CITY 0I FORT WORTH NATER DEPARTMENT WILL CLOSE THE VALVES A: DCGCn10 ED IN TIIC GOUT DOWN PROGDURE. DURING 8 HOUR SHUTDOWN OF EXISTING R- AND e" WATER CANES 9. MAKE THE CONNECTIONS WIIII EXISTING 8' ANDS" WATER LINES. 10. BRING WARE LINE INTO SERVICE. 10 11111E IOOWI+0001E0URES 1. ONLY THE CITY OF FORT WORTH WATER DEPARTMENT SHALL OPERATE THE EXLHWG WATER LINE. 1C. CLOSE ERISTIIIG 4' GATE VALVE ..LT THE (OAUER nr MT Lon/.ill( ROAD ANO MJNA USA STREET. 2C. CLOSE EXISTING 6' GATE VALVE AT THE CORNER OF MONA USA STREIT AND MDDLETON ROAD. 3C. CLOSE EXISTING 8' GATE VALVE ON THE SUUIH SUE OF THE INI ERSE( DON Al 10R1HEAST PARKWAY AIYJ GREAT SOUTHWEST PARKWAY. 4C. CLOSE EXISTING 8' GATE VALVE ON THE SOUTH SDI OF T71E INTERSECTION AT WORTH FRICWAY AND GREAT &DUTIIWES( PARKWAY ON FAST -WEST LINE. 5C. DRAIN TIE E715TING 8' AND 6" WATER ONES USING THE FIRE HYDRANTS. 6C. VERIFY THAT THE EXISTING VALVES ARE FOLDING FII .T 811ABANOONMENT PRIOR 10 SHLTDOWN OF EXISTING 1' WATEE LINES 2. INSTALL 8" WATER LINE FOR TEMPORARY SERVICI FOR THE TWO BUSINESSES NFECTEDQONG NOTTH FR EELVAV pRESS1IR(1FLT AN0001695E'1TFMPIIRARYWATF* 1 INF.I14TIIF FIRE HYDRANT AT THE CORNER OF GEMINI PLACE AND NORTH FREEWAY IN FRONT CF CRACKER BARREL f OR THE TEMPORARY SERVICE. 3. THE CONTACT INFORMATION FOR THE AFFECTED BUSINESSES IS A. THE 7.11 AT 2519 MEAOIAM BUD (LEWIS SMITH At (817)657.5962). R IGI FDA RA11Tl LTA ((E CIM ANI AT SAS NORTH FA F(WAY (10F!UREIC A'(R171RT1- 1004) 4. CONNECTTEMPORARYWATER UNE TO ME WATER SERVICE LINES ASSOCIATEO'NITH EACH BUSINESS. NOTIFY THE 6USINESSIS AND 111E CIIYOF f ORT WORTH WATER DEPARTMENT 72 HOURS PRIOR IU WEIRD IHE LUNNtlOUN. 5, PERFORM '1H10LE' TO VERIFY LOCATIONS TO RECUT AND PLUGGED. 6. SHUT DOWN EXISTING B" WATER UNE 011 THE WEST SIDE CF 1.35 FROM THE 5011H 510E 0f GRFAT Sf1I1T8WFST PARKWAY TO TIN' IMFRSECTION AT MEACHAM El1D AND NORTH FREEWAY. THE CITY OF TORT WOW H WATER DEPARTMENT WILL CLOSE THE NAVES AS DESCRIBED IN THE 5HIT ( DOWN PROCEDURE. DURING 4 HOUR SHUTDOWN OF EXISTING 8' WATER I. INES ] A LU I ANUVLW EADIINVIT WRIER MIL ILI DEATANUUNE D. N SHUTDOWN PRLLFOIIRES 1. OMY THE CITY OF FORT WORTHWATER DEPARTMENT SHALL OPERATE THE EXISTING WATER LINE. 10. CLOSE EXISTING 8' GATE VALVE AT THE CORNER OF NORTH FREEWAY AND GEMNI PEACE 20. CLOSE EXISTING 8" GATE VALVE ON THE SOUTH SOE OF THE INTERSECTION AT WORTH FREEWAY AND GREAT SOUTHWEST PARKWAY. 3D. CLOSE CXISTIIIG B' GAT VALVE AT TIE CORNER OF NORTH FREEWAY AND MEAOIAM BLED. 40. CLOSE EXISTING 8' GATE VALVES IMMED'ATELY NORTH AND SOUTH CC THE C0INE010N PONT ON THE EAST SIDE OF I•35 5D. DRAIN THE OWING 8' WATER TINE USING THE FIRE HYDRANT. 60 VERIFY HEAT THE EXISTING VALVES ARE HOLDING. LEGEND EX WL PROP WL HYDRANT 1S0 VALVE '1 CUT & PLUG // ABANDONMENT x- x 0 250'500' 1000' HORIZONT1171R217 FREAN" TEXAS RE015TCRE ENGINEERING FIRM F•2144 Boll f Texas Department of Transportation north tarrant express bluebonnet contractors, LLC Improving mobility in Texas roFREESE �NICHOLS STATE TEXAS DRAWN DY LAIR FORT WORTH FORT WORTH WATER SYSTEM AND ABANDONMENT LOCATION MAP SHEET G-3 SEQ. 03 OF 17 TECHNICAL OFFICE ERR ORDER N0, I DATE 17/e/2017 DISTRICT COUNTY FT. WORTH TARRANT DEG IGNED OY CI !MIMES DV I 111 GIMP/ NO ABC DNS IH-35W Off ICR10I105 C5U1U414 Dates 12 W6\'2U12 - UIt4H SS PM Wert llr FIICIII\U0II%Drag) ADP \I -JS\I;Y-ALL-PL-MAPS-R.000 FRANKLIK DR MARK VI PKM/Y. O. WO CANTRELL-SANSOM RD. INTERSTATE LOOP 820 i (NORTHEAST PKWY. „Si0pd •t GREAT SOUTHW_ST'PKWY. • _ MEACHAM 8LVD. .,s INTERSTATE 35W INTERSTATE MELODYHILLSHILLS FOSSIL CREEK BLVD. -BEY DATE Bt OCUCMIPT ION NOTES1 1. THIS SHEET IS FOR REFERENCE ONLY, THERE ARE NO SEWER LINES AS PART OF THIS PROJECT. LEGEND EX WW - - WWMH EI A 0 250'500' 1000' HORIZONTAL SCALE FREESE AND MCIOLS. WC. TEXAS REGISTERED ENGINEIRNO FIRM F-2144 ® 0011 eD F Texas Deportment of Tronsporiation north tarrant express bluebonnet contractors, LLC Improving mobility in Texas myna FREEOLSSE FORT WORTH FORT WORTH SANITARY SEWER SYSTEM LOCATION MAP SHEET G-4 SEO. 04 CF 1T TECHNICAL OF ICE WORK ORDER NO. DISTRICT STATE I ICT TEXAS FT. WORTH DRAWN BY DECItiED BY LNR ABC COUNT TARRANT OATE II/DO/201? CNEi4ED By I IIICIIMAY NO DOS IH-35W Off ICW0,10s CSJIU416 DOte111\03 ZUIZ • UO UZ-U4 PM User: IrT TITBIT\Utll\Urae1UQS\I-SS\CV'-ALL-YL-N4NS-S.ODn -nr' nall RY nrSrRIPT IAN NTE GENERAL NOTES 1. Definitions: • 'Owner' is the Owner of the Utility • 'Developer' is NTE Mobility Partners • 'Design Build Contractor(OBC)' Is Bluebonnet Contractors, LLC • 'Utility Contractor' Is the contractor hired for the construction of the utility Installation, relocation, or removal. 2. All utility Installations shal meet or exceed the TxDOT UtilM Acctrnmoddion Rules IUAR1 end the Utility Owner's regulations and specifications. In case of conflict or contradiction between the constructior standards of the UAR, Local Jurisdlctbnal Authority and the fICTCOG specllicetions, tie following hierarchy shall preside: UAR, Taal Jurisdictional Authority standards, NCICOG specifications, these general notes, these technical specifications, standard form of agreement and NCTCOG standard dotal's, and the most stringent shall appy. 3. the Utilty Contractor shall preserve and protect all survey contol moruments, benchmarks and right of way markers. Any survey markers that are damaged or destroyed must be replaced by a lirersed professional land surveyor registered in thestate of Texas at Me Utility Contractors exfense. 4. The Design -Build Contractor has adopted project site control having horizontal positions established with North American Datum 1983 (NAD 83, 2007 Adjustment) Texas State Plane Coordinates, North Central Zone 4204, and according to measurements bated on the 1x101 RTK/VRS Network. The offclal combined sale factor is established systemwide as 1.00012 (as published by T%DOT for Tarrant County) to convert coordinates from gid to surface. All coordinates and distances will be published as surface values. Project she control Is also established with the Nortl American Vertical Datum of 1988 (NAYD 88) as a bass for its sertical positioning. 5. Tie locations o1 all existing mantes shown 00 these plans were determired and obtained from ava'lable records and utility potholes surveys, and are approxlmae. Neither the Owner, the Design -Build Contractor, nor the Engineer accept any responsibility for any utilities not shown or not located In the 'ocation shown. The Utility Contractor shall determine the actual loccalon and condition of the existing utility prior to any tren-icing or rigging beginning. The Ut1Hy Contractor must take every precaution to protect all utilities shown or not =hewn on tFc plans. Utility Contractor must call DIG TESS 40 hours prior to tiny construction work beg airing. 6. The Utility Contractor she! protect and preserve all public utilities at all tines. Any damage to monies resulting from the utility contractors operations shall be repaired to the Owner's satisfaction and a: the Utility Contractor's expense. 7. The Utility Contractor Is aho responsible for preserving all adjoining properties. Any trees, shrubs, landscaping, driveways, sidewalks, paving, sprinkler systems, mailboxes, etc cemaged by the Utility Contractor shall be repaired or replaced to equal or better condition and to the Owner's settsfadion at the Utility Contractor's expense. 8. The Utlllry Contractor shill provide the Engineer and Design-Buld Contractor a trench safety plan as per NCTCOG Specification Item No. 107.19.33, "Trench Seely' and comply with TxDOT Item No. 402 'Trench Excavation Protection". This document 'ill be presented to the Local Jurisdictional Authority prior to the start of construction. Tie Trench Safety Flan shall be prepared ant certified by a registered professional engineer licensed In the state of Texas. All excavations, trenching, and shoring operations shall comply with the requirements of the US. Department of labor, OSHA, "CONSTRUCTION, SAFETY, AND HEALTH REGULATIONS', 19 CFR 1926, Subpart P, "Excavation", and my amendments thereto. The Utltlty Contractor chat prnvldr all trench safely measures at out tired. 9. The Utility Contractor shall keep neat and current plans available on site at all times. The Utility Contractor shall keep accurate current hard copy records of all construction that centimes Rom the plans. Ile utility Contractor shall [novae complete accurate 'as-bmir crawings showing all changes and modifications completed during coratruction to the Engineer and the Design•Balld Contractor. 10. The Utility Contractor Is responsible for obtaining all necessary permits, approvals and releases. 11. The Utility Cantraaior shot eivo the residents, local jurisdictional outhoritl, businesses end anyone who will be affected by any anticipated or planned dsruptlon In wrier, wastewater, eectrical, phone or cable services 48 hours prior notice. NTE GENERAL NOTES 12. The Utility Contractor is responslb a for providing access to abutting streets and properties during the construction of this project for emergency vehicles and property owners. 13. The Utility Contractor Is responsisle for keeping all streets, parking lots, driveways and sidewalks adjacent to the project free from mud and debris from the construction site et all times. 14. Utility Contractor shall maintain adequate and positive site drainage throughout the duration of the protect. 15. the Utility WrlltdUdr IT1051 malmallt adequate elusion coltrul Measures. In the event, eroson occurs as a result of consteuction, the Utility Contractor shall restore the eroded area to its original condition as soon as possible. Erosion control methods and tree protection should be to place prior to Lonseucuun begnmmg in mat area. 16. All excavated material deemed mess or unsuitable shall as disposed of offsite by the Utllky Contractor. The job site stall be cleaned as soon as possible to the satisfaction of the aeslgn-oulld 5Afdfatl0r. 17. The Utility Contractor shal not place fill, excess material or any other material In low drainage areas, streams or waterways. Excess material should be removed an a daily basis s0 out me Irraterlul will IuLacrutnulatn. 18. The Utility Contractor shall not place fill or waste material or private property without prior written permission from the property owner. lY. Utility contractor shall l0albtatrl adequate restroonl reclines fur use by the workers throughout the project. 20. Traffic control measures shall be In compliance with TNUTCD and local jurisdictional authority. Confirm Forth Worth TPA/ has reviewed the TCP. 21, Directional bores most be approved by the Design-euild Cortractor prior to construction of borc pits. Bern pits left open overnight shall be protected es dictated by the Design -Build Contractor. te. When installing non-metallic pipe, a tracer wire/ape shall belnstalled concurrently MO the plpeat a location above the pipe in the same trench. 23. The Utility Contractor shall keep excavated trenches free of groundwater Wring construction. If necessary, Utility Contractor shall utilize devatering procedures to order to control groundwater during co nstrt ction such that it does net affect his construction work. 21. All Rama furnished and rnsmllad on thta project ahall be In compliance with the applicable standard details unless otherwise noted or shown, Prior to back fll Ing trenches the new facilty shall be Inspected and approved by the local jurisdictional authority and the Utility Conlrretor. 25. All Installations are subject to inspection and testing as may be deemed necessary by TxDOT or the local jurisdlctional authority to verify that work Is done In actordance with TxDOT or Owner's requirements. All supervisory personne' shall be Instructed to furnish such Information and cooperation as may be required to perform such Inspections. Final inspection and approval el water and wastewater improvements Is required from the Owner's inspector before these utirdies can be considered complete. 26. Water and wastewater testing requirements must meet rr exceed the requirements of that utility's Owner. 27. All utilities passing under side streets or the project roadway must be located in casing. 28. The Utility Contractor shall be required to provide and maintain all necessary warning and safety devices to protect the prblk safety and health al all times until all work has been completed end accepted. 29. tine flushing of any activity using a large quantity of water must be scheduled with local lurisdictional authorty at least 24 hours prior to needing the water. Confirm notification prior to water needs and Inciflushing. 30. All surfaces such as lids to valve boxes, meter boxes, manholes, splice boxes, etc. shall be rated for 112 20 traffic load Leering. 31. All water lines 12 inch and smaller shall be PVC pipe and shall at a minimum conform to AWWA standard C-S00 (latest editlon),with a SDR of 18, Class 150, blue In color with NSF seal. All water lines 16 tech and greater shall be C303 plpo and shall at a minimum conform to AWWA standard C-905 (latest edition) with a SDK of 18, Class 150, blue In color, with NSF coal. All water Rim shall be pracaure totted and disinfected In accordance with AWWA standards and any additional local)srisdicttonal authority regairements. 32. All utilities shall have a minimum of 42 inches of cover. 13. Wastewater lines at a minimum shall be 508 26 PVC, Class 160, green In color, unless denoted otherwise on the plans. t4 All manhnlns shall he varurim tested In enema the manhole la water tight. 15. Remove and salvage all fire hydrants as well as valves 12" and greater from all water Ilnes to be abandoned. FWWD requires all valves to be salvaged. 16. DUE TO EXCESSIVE CONGESTION AND CONFLICTS BETWEEN EXISTING AND PROPOSED FEATURES OF /1113 CONSTRUCTION, INC LINO ANo o0ADES SHOWN ON THE PLANS ARE IN MOST CASES, VERY CRITICAL THE UTILITY CONTRACTOR MAY NOT ADJUST ANY LINE, GRADE OR LOCATIO1 IN THE FIELD WrfHOUT THE EXPRESSED WRITTEN PERMISSION FROM THE DESIGN -BUILD CONTRACTOR AND CONSULTATION WITI- THE DESIGN -BUILD CONTRACTOR'S ENGINEER, EVEN IF NO CONFLICTS ARE APPARENT. 17. Contact Information/or Utility owners • AboveNet • AT&T • Atmos Cnerny • Barnett Gathering (IITO) Pete Neilsen Gary Tilory William Day Farrell Gray a. leryl White • UwrLel Cv, r,lnwriwliurn Peter Ll5un • Chesapeace Energy Tim Gilpin • Cty of Bedford John Kubota a, DIIIStleltun • Cty of Eubss Ron Young • Cty of Ft. Worth JohnKasavlch • Cty of Hirst Joe 5herwln a. Run Hayriea • laltom CRy Tom !Co a. David Falin • North Rlct land l nib Greg Van Nleuwennulze • Cty of Watauga Johnie Reagan • CrossTex Energy Warren Redd • Enterprise Tx Pipeline leryl White a. Don Brown • Explorer Pipeline Chance Gipson • rbedightCommurtcations Chris Higley • Level (3) Communications Jason Methlem • Oncor Eletric Deltrery Gary Wilson a. Alton Gillit b. Randy Dell • Qwest Communications Scott Whaley • Sprint Communications lames Stuart • Sunoco Pipeline William Chaparro • Time Warner Cable David Cheney • Trinity River Authority (TRA) Ron Tentacle • 1W Telecom of TX Torn Westendarp • Vedrnn Rucinycs ErtkBaldr • RJSSELL CURLE: FW Field Cps • ROGER HAUSER:Fleld Ops • FIN W & W W Une Locates • FW Street lights/Traffic • Phone,Cable,Gas,Eleclrlc (DIG TESS) 214-252-7934 817-338-6202 017-215.4140 817-R85-2366 817-846.7754 2174399.3054 R17-718-6863 817-952.2248 817-952-2220 817-685.1646 817392.8480 817-788-7080 817-798-71130 817-834.903G 817-834-9036 B1/-42/-43400 817-814.5806 817-721-9320 B17.846.7754 719.381.6311 918-493-5152 214-714-0296 214-443.2720 817.215.6017 817-215-6141 940.497-7530 972.720.2989 214.289-5105 817-637-6467 214-320-7406 817.493.5100 972.455.7907 972-729-6079 817.392.2622 817-925-2360 H17.392.8296 817-392-773R 1.800-DIG-TESS FREESE AND NICIOLS. INC. 1E%AS REGISTERED ENGINEERING FIN F-2144 p. roll R Ar Texas Deportment of Tro'tsportotion north tarrant express bluebonnet contractors, LLC Improving mobility in Texas STATE TEXAS DRAWN NY LIAR DISTRICT FT. WORTH Oreln'arn PY ABC ••I NICHOLS FORT WORTH NTE GENERAL NOTES SHEET G-5 SEQ. 05 CF 17 TECHNICAL OFFICE FOLK ORDER NO. FATE I1/19/2012 COIN TARRANT rarrete BY I NioNNAY NG DGS IH-35W Ull,cadu' las CS.1101lb UCTNt TI\lH\Yu12 - U1 t51:b9 xis user. Tar FI IOU \u111xurm3r19s\L-15\CV-ALL-IiN-uJILU1. eon `REV DAIL Bt nr SrPIPTION Td1O'C STATE OF TEXAS DEPARTMENT OF TRANSPORTATION I. ALL UTILITY INSTALLATIONS MUST MEET THE IXDOT UTILITY ACCOMMODATION RULES 2. ALL TRAFFIC CONTROL MUST BE IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (TX MUTCD) 3. LANE CLOSURES (IF REQUIRED) ARE ONLY ALLOWED BETWEEN 9:00 AM AND 4:00 PM MONDAY THROUGH FRIDAY. LANE CLOSURES ARE NOT ALLOWED IN INCLEMENT WEATHER OR IF THE PAVEMENT IS WE'F OR ICY. PRIOR TO ANY TRAFFIC CONTROL SET UP. CONTRACTOR MUST NOTIFY TXDOT AND OBTAIN APPROVAL 4. CONTRACTOR MUST CONTACT TXDOT MINIMUM 48 HOURS PRiOR TO ANV WORK ACTIVITY IN THE TXDOT RIGHT -OF WAY (KOW). 5. FIELD CREWS ARE NOT ALLOWED TO PARK THEIR VEHICLES WITHIN THE TXDOT ROW. 6. TXDOT ROADS MUST BE KEPT CLEAN OF CONSTRUCTION RELATED DIRT AND DEBRIS AT ALL'MES, 7. ANY OPEN EXCAVATIONS OR EQUIPMENT LEFT OVERNIGHT THAT ARE CLOSER THAN 30 LF FROM THE EDGE OF THE PAVEMENT MUST BE PROTECTED BY CONCRETE TRAFFIC BARRIERS (CTBs), AND SECURED WITH MESH FENCING. EQUIVALENT PERFORMANCE WATER FILLED BARRIERS MAY BE USED M LIEU OF CTBs ONLY WITH PRIOR TXDOT APPROVAL. BARRIER AND ➢ARRiER TRANSITION TO BE INSTALLED ACCORDING TO TXDOT POLICY. 8. ALL EXISTING ASPHALT AND CONCRETE DRIVEWAYS LOCATED WITHIN TXDOT ROW MUST BE BORED UNLESS PROPERTY OWNER GRANTS PERMISSION TO THE CONTRACTOR TO OPEN CUT PRIOR TO OPEN -CUTTING A DRIVEWAY, CONTRACTOR MUST SUBMIT TO TXDOT OWNER'S LETTER GRANTING PERMISSION. SUCH A LETTER MUST CONTAIN OWNER'S NAME AND CONTACT INFORMATION SO THAT TXDOT MAY VERIFY THE CONTENT. 9. TIIE. CONTRACTOR IS REQUIRED TO RESTORE THE. GRADE TO ITS PRE -CONSTRUCTION CONDITION UNLESS DIRECTED BY THE DEVELOPER 10 CONTRACTOR IS CAUTIONED THAT ONE CALL WILL NOT LOCATE TXDOT'S UTILITY LINES THAT OPERATE TRAFFIC SIGNALS, FLASHING BEACONS, OR STREET LIGHTING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT TXDOT FOR LOCATIONS OF SUCH FACILITIES. iF ANY DAMAGE OCCURS TO TXDOT'S FACILITIES, CONTRACTOR MUST CONTACT TXDOT IMMEDIATELY TO COORDINATE REPAIR. 11. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE OR MISSING MONUMENTS, SIGNS, OR RIGHT-OF-WAY MARKERS. REPAIR OP SUCH FACILITIES MUST BE DONE IN A TIMELY MANNER AND IN ACCORDANCE WITH TXDOT STANDARDS. 12. IF INSTALLING NON-METALLIC PIPE, A TRACER WIRE MUST BE CONCURRENTLY INSTALLED, OR OTHER MEANS SHALL BE PROVIDED TOR DETECTION PURPOSES. 13 EXCESS MATERIALS FROM ANY KIND OF EXCAVATION SHALL BE REMOVED FROM TXDOT ROW AND THE JOB SITE MUST BE CLEANED UP AS SOON AS POSSIBLE TO THE SATISFACTION OF TXDOT. 14. CONTRACTOR SHALL INFORM THEIR FORCES THAT ALL UTILITY INSTALLATIONS AUTHORIZED RY TXDOT ARE SUBJECT TO INSPECTION AND TESTING AS MAY BE DEEMED NECESSARY BY TXDOT TO VERIFY THAT WORK 1S DONE IN ACCORDANCE WiTH TXDOT REQUIREMENTS. ALL SUPERVISORY PERSONNEL SHALL BE INSTRUCTED TO FURNISH SUCH INFORMATION AND COOPERATION AS MAY BE REQUIRED TO PERFORM SUCH INSPECTIONS. 15 NO CONSTRUCTION EQUIPMENT RELATIVE TO THE APPROVED CONSTRUCTION SIIALL DE ALLOWED ON THE ROADWAY OR SHOULDER, UNLESS SPECIFICALLY AUTHORIZED BY TXDOT. ANY AND ALL TEMPORARY TRAFFIC CONTROL MUST BE PRE. APPROVED DY TXDOT. SET UP BY COMPETENT PERSONNEL AND MUST REIN ACCORDANCE WITH TMUTCO. 16 ANY TREES AND LANDSCAPE I.00ATED ON PRIVATE PROPERTY ARR CONSIDERED PP.OIECTIOD CONTRACTOR 1S RRSPONSIRLE FOR ANY AND ALL DAMAGE TO LANDSCAPE AND VEGETATION ON PRIVATE PROPERTY, AND SHALL RECTIFY THE DAMAGE TO THE SATISFACTION OF THE. INVOLVED PROPERTY OWNER 17. ALL TREE PRUNING, 1F REQUIRED. SHALL BE DONE IN ACCORDANCE WITH ANSI 300 STANDARDS. CONTRACTOR STALL TAKE ALL PRECAUTIONARY MEASURES TO PREVENT THE SPREAD OFOAK WILT. GENERAL CONSTRUCTION NOTES: I. CONTRACTOR IS REQUIRED BY LAW TO CONTACT TIIE TEXAS ONE -CALL A MINIMUM OF 48 HOURS BEFORE ANY EXCAVATION CAN TAKE PLACE. 2 CONTRACTOR 1S CAUTIONED THAT ONE -CALL LOCATES UTILITIES THAT SUBSCRIBE TO THEIR SERVICE ONLY. CONTRACTOR 1S RESPONSIBLE TO CONTACT NOTED UTILITY PROVIDERS iN THE AREA DIRECTLY IF THEY ARE NOT LISTED AS RESPONDING TO ONE-CAI.L. 3. CONTRACTOR MUST OBTAIN ALL or ATM PRIOR TA CONSTRUCTION. VERIFY THE LOCATION OF UNDERGROUND UTILITIES AT LEAST 100 LF IN ADVANCE OF ALL PROPOSED U1H.iTY CROSSINGS. AND ALSO AT LOCATIONS WHERE THE PROPOSED FACILITIES ARE DEPICTED TO RUN PARALLEL TO AND WITHIN EXISTING FACILITIES. 4. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE BASED ON SUE AND RECORD INFORMATION, AND MAY BE NEITHER ACCURATE NOR COMPI.ETE. CONTRACTOR 1S RESFONSIBLE TO PHYSICALLY VERIFY ALL EXISTING UTILITY LOCATIONS AND OTHER OBSTRUCTIONS IN PROPOSED UTILITIES PATH. INCLUDING DUT NOT LIMITED TO THOSE UTILITIES THAT RUN PARALLEL TO THE PROPOSED UTILITY ASSIGNMENT. 5. CONTRACTOR 1S RESPONSIBLE FOR ANY AND ALL DAMAGE TO THE PUBLIC IMPROVEMENTS. INCLUDING RUT NOT LIMITED TO EXISTING UTILITIES, PAVEMENT, ROAD, CURB AND GUTTER, SIDEWALK, AND GRADE. 6 INSTAL, ANION MI 1ST AIRRT TXDOT I I1TI.IT'Y ACCOMMODATION RULES (UAR), AS WELL AS BE IN ACCORDANCE WITH UTILITY OWNER STANDARDS, METHODS, AND PRACTICES. 7. ALL LABOR TO BE PERFORMED 1N ACCORDANCE WITH ALL APPLICABLE AND LATEST OSHA STANDARDS. INCLUDING BUT NOT LIMITED TO TRENCH SAFETY. 8. CONTRACTOR SHALL PLACE UTILITY, BOTH HORIZONTALLY AND VERTICALLY AS SPECiPIMD. ANY PROPOSED FIELD CHANGES MUST BE APPROVED BY THE ENGINEER, TXDOT, AND BLUEBONNET CONTRACTORS PRIOR TO MAKING SUCH CHANGE. 9. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT VEKIICAI. ALIGNMENT HAS BEEN DESIGNED TO MEET THE UAR FOLLOWING HIGHWAY CONSTRUCTION GRADE ADJUSTMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PLACE THE PROPOSED UTILITY AT OR BELOW SPECIFIED ELEVATION. BEFORE THE CONTRACTOR ELECTS TO INSTALL UTILITY BELOW SPECIFIED ELEVATION, IIB SIIOULD ENSURE THAT THERE ARE NO OBSTRUCTIONS TO DOING SO. INCLUDING BUT NOT LIMITED TO OTHER UTILITY CROSSINGS. CONTRACTOR SHOULD CONTACT THE ENGINEER FOR ANY NECESSARY CLARIFICATIONS. 10. CONTRACTOR MUST EXERCISE EXTREME CAUTION AND MUST PROTECT ALL EXISTING UNDERGROUND UTILITIES WIIEN WORKING IN THEIR VICINITY, COORDINATE TEMPORARY SUPPORT AND PROTECTION OF EXISTING LTIUTIES DIRECTLY WITH AFFECTF.D UTILITY PERSONNEL 11. PRIOR TO CROSSING EXISTING PIPELINES, CONTRACTOR MUST CONTACT APPKOPKIAIE PIPELINE INSPECIUK. 12. ALL UNDERGROUND UTILITY CROSSINGS MUST BE ACCOMPLISHED WITH A MINIMUM OF 12" CLEARANCE, MEASURED FROM TIIE EDGE OP TIIE INVOLVED UTILITIES. 13. CONTRACTOR MUST PROTECT ALL OVERHEAD PLANTS WHEN WORKING iN ITS VICINITY. CONTRACTOR MUST COMPLY WITH RELATED OVERHEAD UTILITY OWNER'S POLICY ON POLE SUPPORTING. 14. CONTRACTOR IS RESPONSiBF.E FOR ANY AND ALL DAMAGE RESULTING FROM HIS METHOD IN CONDUCTING WORK. 15. TRENCH BACKFILL MUST BE COMPACTED TO COMPLY WITH TXDOT STANDARD SPECIFICATION ITEM 400. ANY AND ALL SETTLEMENT OF EROSION SHAI.1. -BF. REPAIRED BY THE CONTRACTOR UNTIL FULL STABILITY iS ACHIEVED. 16. WHEN STRINGING CASING OUTSIDE OF THE LIMITS OF CONSTRUCTION, IT IS TIIE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE AFFECTED PROPERTY OWNERS AND OBTAIN I HBIK PERMISSION PK1UK 'IU 11IILIZINU 111EIK 1'KUPEI IY IUK STRINGING CASING, OR FOR ANY OTHER CONSTRUCTION RELATED ACTIVITY. 17. CONTRACTOR IS RESPONSIBLE FOR SEEKING AN APPROPRIATE STAGING AREA, AND OBTAINING ANY NECESSARY AGREEMENTS AND/OR PERMITS RELEVANT TO IT. ANY AND ALL EQUIPMENT AND/OR MATERIAL LEFT IN THE TXDOT ROW OVERNIGHT MUST BE SECURED AND PROTECTED IN ACCORDANCE WITH TXDOT STANDARDS. 1R. CONTRACTOR SHALL AVOID MANEUVERING MACHINERY AND EQUIPMENT ON PAVED SURFACES. IF IT BECOMES NECESSARY, CONTRACTOR SIIALL TAKE NECESSARY MEASURES TO ENSURE NO DAMAGE OCCURS TO THE PAVEMENT CONTRACTOR IS RESPONSIBLE TO REPAIR ANY DAMAGE HE CAUSES TO THE SATISFACTION OF TXDOT. 19. CONTRACTOR SHALL OPEN ONLY AS MUCH TRENCH AS HE CAN BACKFILL DAILY, IN ACCORDANCE WITH TRENCH BACKFILL SPECIFICATIONS. CONTRACTOR SHALL NOT LEAVE ANY TRENCH OPEN OVERNIGHT. IF iT BECOMES NECESSARY TO LEAVE TRENCH OPEN OVERNIGHT IT SHOLLD BE PROTECTED WITH Cl'Ba OR APPROVED EQUIVALENT. 20. CONTRACTOR SHALL KEEP ALL APPLICABLE AND NECESSARY PERMITS ON SITE, AND BE READY TO PRODUCE THEM AT TIIE REQUEST OF APPROPRIATE AUTHORITIES. 21. FOR T2 MANHOLES, ABANDONMENT SHALL CONSIST OF BACKFILLING VOIDS WITH SAND OR OTHER UAR APPROVED MATF.RIAI. IN ACCORDANCE. WITH TXDOT SPECIFICATIONS FOR T2 MANHOLES, ABANDONMENT SHALL CONSIST OF REMOVAL OF MANHOLE NECK SECTION AND LID, AND BACKFiLLING MANHOLE WiTH SAND OR OTHER UAR APPROVED MATERIAL. BACKFILLING TO ORIGINAL GRADE SHALL BE IN ACCORDANCE WITH TXDOT SPECIFICATIONS. MANHOLES MAY NOT BE ABANDONED UNDER PROPOSED PAVEMENT. FOR T4 HANDIIOLE, ABANDONMENT SHALL CONSIST OF REMOVAL OF LID OF HANDHOLE, AND BACKFILLING WITH SAND OR OTHER UAR APPROVED MATERIAL. BACKFILLING TO ORIGINAL GRADE SHALL BE IN ACCORDANCE WITH TXDOT SPECIFICATIONS. 22. CONTRACTOR IS CAUTIONED THAT DIRECTIONAL BORE LENGTH INDICATED ON PLANS ACCOUNT FOR THE HORIZONTAL LENGTII OF TIIE BORE ONLY. ADDITIONAL LENGTH OF BORE NECESSARY TO RISE AND FALL VERTICALLY IS CONSIDERED INCIDENTAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADJUST TIIE BORE LENGTH ACCORDINGLY. ENVIRONMENTAL NOTES: 1. CONTRACTOR MUST CONFORM TO BI.UEBONNET CONTRACTORS' ENVIRONMENTAL PERMIT, ISSUES AND COMMITMENT (EPIC) SHEETS AND APPROVED COMPREHENSIVE ENVIRONMENTAL PROTECTION PLANS FOR ENVIRONMENTAL PROTECTION INFORMATION. 2. TREE PROTECTION iS ONLY NECESSARY TO ENSURE 1'KUIECIlUN UP IKEES ON I'KIVA IEI'RUPEKIY. 3. CONTRACTOR SHALL NOT DISPOSE OF SURPLUS EXCAVATED MATERIAL WITIIOUT NOTIFYING BLUEBONNET CONTRACTORS WITHIN 48 HOURS OF SOIL DISPOSAL 4. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF CONSTRUCTION, AND MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 5. TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED USING BEST MANAGEMENT PRACTICES AND iN A MANNER TO PREVENT CONSTRUCTION RELATED SEDIMENT TO FLOW DOWNSTREAM INTO WATERWAYS. 6. TEMPORARY EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED SUCH TO INSURE THEIR INTENDED PERFORMANCE. 7. ALL BORE PITS MUST' BE PROTECTED WITH SILT FINCING ON THE DOWN SLOPE SIDE TO PREVENT BORING MUD RUNOFF. 8. ANY BORING MUD DISCHARGE MUST BE PROMPTLY CONTAINED AND CLEANED UP AS SHUN AS PKACIICAL, BUT- NUI LATEX THAN COMPLETION OF THE RELEVANT BORE OPERATION. 9. CONTRACTOR SHALL HAVE A VACUUM TRUCK AVAILABLE AROUND BORE RIOS AT ALL TIMES TO FIELP CONTAIN ANY MUD SPILLS PROMPTLY. 10. GRADE RESTORATION SHALL FOLLOW ACTIVE CONSTRUCTION, AND SHALL NOT LAG BEHIND ACTIVE CONSTRUCTION MORE THAN 43 HOURS. 11. NO PERMANENT EROSION CONTROLS SHALL BE IMPLEMENTED AS PART OF THIS PROJECT WITHIN THE LIMITS OF THE CONSTRUCTION (LOC) OF THE NORTH TARRANT EXPRESS (NTE). HOWEVER, WHERE CONSTRUCTION IS TO TAKE PLACE OUTSIDE OF LOC OF THE NTE. ALI. APPLICABLE RESTORATION INCI.I IDTNG RE -VEGETATION USING TXDOT STANDARDS SIIALL APPLY. 12. BORING MUD MUST BE DISPOSED Al' A LOCATION APPROVED BY THE PROJECT, AND THE APPROPRIATE GOVERNING AUTHORITY. I KAPUC LUN IRUL NUI ES: 1. ALL TRAFFIC CONTROL SET UPS MUST BE IN ACCORDANCE WITH THE APPLICABLE SECTION OF TMUTCD. ALL LANE CLOSURES MUST BE PRE -APPROVED BY TXDOT 2. REFER TO TRAFFIC CONTROL DETAILS PROVIDED. CONTRACTOR IS URGED TO CONTACT THE E!GINEER FOR ANY NECESSARY CLARIFICATION. 3. WHEN SETTING UP TRAFFIC CONTROL ON ROADS OTHER THAN TXDOT, APPLICABLE PERMITS MUST BE OBTAINED FROM THE APPROPRIATE GOVERNING AUTHORITY. CONTACT ENGNEER FOR ANY QUESTIONS. 4. NO TRAFFIC CONTROL CAN BE SET UP IN INCLEMENT WEATI IER. id -//-09 FREESE ANO N1ClOLS. INC. TEXAS REGISTEREO ENG2.'EIRMC FIRE F•2144 1:7 i1I (D iexos Deportment of Tronsportotion .trnorth tarrant express bluebonnet contractors, LLC Improving mobility in Texas rum FREESE FORT WORTH TXDOT GENERAL NOTES STATE TEXAS !WAN RY LIAR DISTRICT T. WORTH nr¢I6NEO RY ABC SHEET 6-6 SEQ. 06 OF 17 TECHNICAL OFFICE WTOFA ORDER NO. I SATE 41I 11/19/2012 COUNT TARRANT r,rr1r0 RY P1nNMu NO DOS IH-_5W Nit 109/0110s ESAIU4I6 UOtelll\U0%lUIY • U11SYl'LL FAI User11T F INAIT 1\Urcsln9s\1•SSACV-ALL-UN-IUILU2.L9n •REV DATE DESCRIPTION GENERAL NOTES 1. LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS AND OWNERSHIP 0= ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL EXISTING UIILIIY COMPANIES OR OWNERS A MINIMUM OF FORTY-EIGHT (48) HOURS BEFORE PERFORMING ANY WORK IN THIS AREA. CONTRACTOR WILL COORDINATE CONSTRUCTION ACTIVITIES WITH OTHER UTILITIES THAT ARE BEING RELOCATED. THE UTILITY COMPANIES PHONE NUMBERS KNOWN TO BE ON SITE ARE AS FOLLOWS: UTILITY COMPANY CONTACT PHONE NO CITY OF FORT WORTH CITY OF FORT WORTH ATNOS ENERGY AT&T ONCOR TIME WARNER CHARTER COMMUNICATIONS EXFEDIUS COMMUNICATIONS ARCO GASOIINF SINCLAIR OIL CITGO GAS VFRI7ON WIRFI FSS DIG TESS (FIBER OPTICS) WATER DEPT. FIELD OPERATIONS 817 871-8296 TRANSPORTATION & PUBLIC WORKS 817 392-8100 KEITH KEATING 817 303-2914 GARY TILORY 817 338-6202 ROBERT MARTINEZ 817 215-6688 C.J. BRANDS 214 320-5417 817 509-6272, 817 538-8534 1-80D-322-2776 (660) 542-0208 (817) 355-4014 KELLY BAUMEN (972) 578-3345 1-800-344-8377 GENERAL NOTES CONT. 20. THE CITY HAS THE FIRST RIGHT OF REFUSAL ON ALL SALVAGE MATERIALS FROM THE PROJECT. 'HOSE THE CITY WISHES TO KEEP SHALL BE DELIVERED TO THE SERVICE CENTER AND THOSE THE CITY DOES NOT WANT SHALL BE DISPOSED OF Bf THE CONTRACTOR AT HIS EXPENSE. PROVIDE TRANSMITTAL ON ALL DELIVERIES. 21. BLOCKING I5 NOT SHOWN FOR CLARITt BUT 15 REQUIRED FOR ALL BENDS, TEES, PLUGS 0R OTHER FITTINGS. 22. 23. 24. 25. BASELINE (BL) STATIONING IS THE UTILITY BASE LINE. WATER LINE MARKERS SHALL BE SUBSIDIARY TO THE UNIT COST OF PIPE. ALL ABANDONED LINES SHALL BE FILLED WITH GROUT IN ACCORDANCE WITH UAR. TELEPHONE LINES, ELECTRIC LINES, GAS LINES (UNDERGROUND OR ABOVE GROUND) CUT OR DAMAGED BY CONTRACTOR SHAI I RE REPAIRED AND RESTORED AT NO ADDITIONAL COST TO OWNER. EXT. 3363 26. CONTACT UTILITY IMMEDIATELY IF CUT OR DAMAGED. SERVICE MUST BE RESTORED IMMEDIATELY TO ELIMINATE DISRUPTION OF SERVICE OVER THE WEEKEND. CONTRACTOR SHALL OBTAIN EMERGENCY 24 HOUR UTILITY CONTACTS AND HAVE AVAILABLE SHOULD THIS ISSUE ARISE. 2. THE CONTRACTOR SHALL NOT OPERATE WATER MAIN VALVES. THE CONTRACTOR SHALL CCYJROINATE WITH THE CITY OF FORT WORTH 2 FULL BUSINESS DAYS PRIOR TO CONSTRUCTION TO OPERATE VALVES. 3 IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE PLANS OF RECORD. 4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADEQUATE SITE DRAINAGE THROUGHCUT THE DURATION OF THIS PROJECT. 5. MI CONTRACTOR 1S RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS DCFORC CONSTRUCTION DCG1NS. 6. PRIOR TO EXCAVATION FOR NEW PIPING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING PIPNG AND UTILITIES IN THE CONSTRUCTION AREA(S), CONTRACTOR SHALL SUPPORT EXISTING UTILITIES AS REQUIRED FOR CONSTRUCTION OF NEW ITEMS AND REINSTALL THEM AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER. 7. THE CONTRACTOR SIIALL NOT PLACE FILL OR WASTE MATERIAL ON ANY PRIVATE PROPERTY WITHOUT PRIOR WRITTEN PERMISSION FRCM THE PROPERTY OWNER AND PROVIDE DEVELOPER WITH A COPY. NO EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW AREAS OR ALONG NATURAL DRAINAGE WAYS THAT WILL RESTRICT THE NATURAL FLOW OF WATER. IF THE CONTRACTOR PLACES EXCAVATED MATERIAL IN LOW AREAS THAT WILL CAUSE FLOOD DAMAGE, HE WILL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FRCM SUCH FILL AND HE SHALL REMOVE THE FILL AT HIS EXPENSE. 8. ALL STREETS WITHIN THE SCOPE OF THE CONTRACT SHALL BE KEPT A,CESSIBLE TO FIRE TRUCKS, AMBULANCES AND OTHER FMFRGFNCY VFHICI FS. AT AI I TIMES. 9. THE CONTRACTOR SHALL MAINTAIN SUITABLE ACCESS OF A PASSENGER CAR TO PRIVATE PROPERTY OWNERS, THE ENGINEER AND THE CITY OF FORT WORTH AT Al TIMES DURING CONSTRUCTION. 10. WHERE GRASS IS REMOVED FOR INSTALLATION OF PIPELINE, OR OTHER IMPROVEMENTS REQUIRED BY THIS PROJECT, CONTRACTOR SHALL REPLACE GRASS SUCH THAT THE CRASS THAT WAS PRESENT IN PRE CONSTRUCTION CONDITIONS IS REPLACED AND, OR RESTORED, WITH THE SAME TYPE GRASS, TO ITS CONDITION IN AS GOCD OR BETTER CONDITION THAN PRIOR TO CONSTRUCTION. GRASS REPLACEMENT SHALL BE SODDING IN PRIVATE PROPERTY AND I-YDROMULCH SEEDING IN OTHER AREAS, UNLESS DIRECTED OTI•FRWISE RY DEVELOPER. 11. THE CONTRACTOR SHALL AVOID DAMAGING ANY EXISTING WATER SPRINKLER SYSTEM THAT MAY BE IN THE CONSTRUCTION AREA AND WILL BE RESPONSIBLE FOR REPAIRS TO ANY HEADS OR LINES DAMAGED. REPLACEMENT, AS NECESSARY, SHALL BE AT LIKE OR BETTER MATERIAL AND INSTALLED BY A LICENSED IRRIGATOR, AT THE CONTRACTORS EXPENSE. DAMAGED SPRINKLERS SHALL BE REPLACED THE SANE DAY THEY ARE DAMAGED, TO THE SATISFACTION OF THE CITY, DEVELOPER AND OWNER. 12, THE CONTRACTOR SHALL REMOVE ALL FENCES, LOCATED WITHIN EASEMENTS, INTERFERING WITH CONSTRUCTION OPERATION AND PRWIOE TEMPORARY FENCING DURING CONSTRUCTION. REMOVED FENCES SHALL BE REPLACED WITH A NEW FENCE OF EQUAL OR BETTER QUALITY OR UNDAMAGED ORIGINAL FENCING TO MATCH THE EXISTING CONDITION OF THE FENCE. ALL AFFECTED PROPERTY OWNERS SHALL BE NOTIFIED TWO WEEKS PRIOR TO CONSTRUCTION. REMOVAL AND REPLACEMENT OF EXISTING AND TEMPORARY FENCES SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT COST. 13. ALL DRIVEWAYS. WHICH SHALL BE SAW CUT, SHALL HAVE ACCESS PRO\1DED AT ALL TIMES. CLOSURES, PARTING OF FULL SHALL BE COORDINATED WITH PROPERTY OWNER. 14. THE CONTRACTOR SHALL DISTRIBUTE LETTERS TO ALL AFFECTED PROPERTY OWNERS PRIOR TO BEGINNING WORK ON EACH PROPERTY. THIS LETTER SHALL INCLUDE NAMES AND TELEPHONE NUMBERS OF CONTRACTOR CONTACTS, A DESCRIPTION OF WORK TO BE DONE, AND THE TIME FRANE FOR DOING THE WORK. THE CONTRACTOR SHALL NOTIFY RESIDENTS 5 BUSINESS DAYS IN ADVANCE OF PERFORMHNC MY WORK ON PRIVATE PROPERTY. DISTRIBUTION OF LETTERS SHALL BE CONSIDERED AN INCIDENTAL COST TO PROJECT. 15. TI-IE CONTRACTOR SHALL DVD ALL POTENTIALLY IMPACTED PRIVATE PROPERTY AREAS PRIOR TO WORK. VIDEOS SHALL INCLUDE DATE NOTATION AND AUDIO IDENTIFICATION OF PROPERTY ADDRESS AND MAIN/LATERAL NAME. THIS PRE -CONSTRUCTION DVD OF IMPACTED PROPERTIES SHALL BE CONSIDERED SUBSIDIARY WORK AND SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION. 16. PI'S AND VPI'S ARE SHOWN IN THE PLANS FOR ALINGMENT PURPOSES. 3ONTRACTOR SHALL USE STANDARD FITTINGS SHOWN UN THE PLAN AND DEFLECTED PIPE JOIN IS, NO GREATLH IHAN /bS OF THE MANUFACIURLHS RECOMMENDATIONS, TO ACHIEVE THE ALIGNMENT SHOWN IN THE PLANS. 17. THE CONTRACTOR SHALL DISINFECT THE NEW WATER MAINS IN ACCORDANCE WITH AWWA STANDARD C651 AND THEN FLUSH AND SAMPLE, AND PROVIDE A HARD COPY OF TEST RESULTS PRIOR TO TESTING THE LINES BEFORE BEING PLACED INTO SERVICE. SAMPLES SHALL BE COLLECTED FOR MICROBIOLOGICAL ANALYSIS TO CHECK THE EFFECTIVENESS OF THE DISINFECTION PROCEDURE WHICH SHALL BE REPEATED IF CONTAMINATION PERSISTS. A MINIMUM OF ONE SAMPLE FOR EACH 1,000 FEET OF COMPLETED WATER LINE WILL BE REQUIRED OR AT THE NEXT AVAILABLE SAMPLING POINT BEYOND 1,000 FEET AS DESIGNATED BY THE DESIGN ENGINEER, TEST MUST BE APPROVED BY THE CITY OF FORT WORTH BEFORE THE WATER LINE CAN BE PUT IN SERVICE. CONTRACTOR TO DECHLORINATE WATER USED FOR FLUSHING NEW WATER LINE TO 0.1 MG/L CHLORINE PRIOR TO DISCHARGE TO STORM DRAIN. 1S, ALL NEWLT INSTALLED WATER PIPES AND RELATED PRODUCTS MUST CONFORM TO AMERICAN NATIONAL STANDARDS INSTITUTE/NATIONAL SANITATION FOUNDATION (ANSI/NSF) STANDARD 61 AND MUST BE CERTIFIED BY AN ORGANIZATION ACCREDITED BY ANSI. 19, THE CONTRACTOR SHALL NOT PLACE TI-E WATER PIPE IN WATER OR WHERE IT CAN BE FLOODED WITH WATER OR SEWAGE DURING ITS STORAGE OR INSTALLATION. 27. REPLACE OR RESTORE ALL EXISTING UTILITY MARKERS AND ROADWAY SIGNS. 28. NO MUD PERMITTED ON ROADWAYS, PARKING LOTS, AND DRIVEWAYS. 29. COVER OPEN TRENCHES IN ROADWAY AT EN) OF WORK SHIFT WITH STEEL PLATES OR FILL WITH TEMPORARY BACKFILL TO PREVENT PUBLIC (PEDESTRIAN) FROM FALLING INTO EXCAVATIONS. 30. WHEN WORK IS COMPI FTF, ALL PIPE, FITTINGS. SOILS. TOOLS. INCIDENTAL MATERIALS. RUBBISH MUST BE REMOVED. THE STREET MUST BE POWER BROOMED. SIDEWALKS, DRIVEWAYS MUST BE CLEANED AND CLEARED OF EXCAVATED PAVEMENT AND SOILS. 31. WATER DISCHARGE WHILE DRAINING, TESTING, OR DISINFECTING PIPELINES SHALL BE DONE IN ACCORDANCE WITH TCEQ GENERAL PERMIT N0. TX670000. STATE DISTRICT TEXAS FT. WORTH DRAWN RY DF[If,FD RY LIAR ABC N y�*'C* OF F 1 WIIEL 11a11Ela4G, dB i 99271 IV FREESE AND MCHILS INC. TEXAS REGISTERED ENGWELRINE FIRM F•2144 2011 Texas Deportment of TroTsportotion .north tarrant express bluebonnet contractors, LLC Improving mobility in Texas ra mNICHOLS FORT WORTH IH-35W GENERAL NOTES SHEET G-7 SEO. 07 (.1F 17 TECHNICAL OF ICE W01K ORDER NO. GATE 11/)9/201? COUNT TARRANT CNE.KE0 BY I NIDNWA. NO DOS 1 H-'-5W O/f,CO)OI IDS CSJ10:I16 Dote: 11\03\2012 • 02100YJ PM User, NY FI IOCI\U111\DrO.'IDOS\1•J5\CV-ALL-G11-1101LU3. COD n[V DAIC or DtiCRIrrcoH FORT WORTH WATER GENERAL NOTES 1. Water Systems have been designed in accordance with the "Policy and Procedure for Processing Water and Sewer design" dated April 1999, with the latest revisions, as established by the City of Fort Worth Water Department for water and sewer projects. 2. Applicable design and details shall conform to City Standard specifications and/or any current updates of these. 3. Existing utility data 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 this data. 4. The contractor is to verify location and elevation of existing utilities prior to construction. 5. The contractor shall keep at least one lane of traffic open at all times during construction. 6. Horizontal blocking for water lines has been omitted for clarity; however blocking shall be constructed in accordance with details included in these plans. 7. Trenches which lie outside existing pavemerts shall be backfilled above the top of the embedment with acceptable backfill material. All backfill material shall be compacted to a minimum of Q5D/ proctor density by means of tamping only. Trenches, which cross under existing pavement, shall be backfilled per WTR-029 and compacted to 95% of standard proctor density at a moisture content of-2% to +4% of ortimum moisture content. 8. Top of water lines shall be a minimum of 3'-6" below top of curb except where shown otherwise In these plans, 9. Valves shall be installed where designated on these plans. 10. Fire hydrants shall be a minimum of 3'-0" behind the face of curb and in line with property/lot lines except where shown otherwise in these plans. 11. Insert cleaning PIG in water main where directed. "Cleaning PIG" shall be provided by Contractor. 12. Install chlorination and sampling points at designated locations per WTR-21 of the "General Contract Documents and specifications for Water Department Projects." 13. Corporation stops shall be tested for full flow when the system is pressure tested. 14. Contractor is responsible for all trench safety. The contractor shall construct the proposed work utilizing a trench safety plan prepared by a professional engineer for this project. A trench safety plan shall be submitted at the pre -construction fleeting. 15. All water lines crossing below storm sewer !Ines shall be ductile Iron pipe unless noted otherwise. 16. All water services shall be installed over storm sewers, except where shown otherwise. 17. Elevation adjustment at connections may be 'nade with bends, offsets, or joint deflections (Joint deflections not to exceed manufacture's recommendations or as deemed appropriate by the engineer). 18. All non-standard bends shall be made by using the closest standard MJ fittings or fittings with the required joint deflections (deflection not to exceed the manufacturer's recommended deflection per Joint). 19. All existing 3/4-inch water service lines shall be replaced with 1-inch Type K Copper service lines, with 1-inch corporation stops and if required 1-inch tapping saddle and 1- inch x 3/4-Inch reducer at the 3/4-inch curb stop as directed by the Engineer. 20. All existing water meters shall be relocated 3' behind curb or as directed by the Engineer. 21. Existing utility crossing shown on 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. 22. The contractor shall install a 2" temporary water service main. 23. The contractor personnel shall wear identifying clothing or hats at all times. The contractor shall also have identification on all vehicles. 24. Corstruction activities shall be limited to the hours of 7:00 AM to 6:00 PM unless otherwise approved or directed by the enginee'. In the case of arterial streets, 9:00 AM and 4:00 PM only. 25. Contractor is responsible for maintaining water connections to all homes and businesses in working order at all times, except for brief pre -notified interruptions in water services. In no case shall services be allowed to remain unreinstated overnight. 26. The contactor shall saw cut existing curb and gutter pavement, driveways and sidewalks in areas where pavement or concrete is to be removed. Saw cutting will be considered subsidiary to the price per linear foot of pipe. Contra:tor shall provide compacted select material as needed to repair damaged drives, streets, walks, and patios. 27. The contractor shall remove all fences, located within easements and parkway, interfering with construction operations and provide temporary fencing during construction. Removed fences, wooden or chain link, shall be replaced with a new fence or undamaged original fencing. All affected property owners shall be notified prior to construction. Removal and replacement of existing and temporary fences shall be considered subsidiary to the project cost and must be reflected in the unit bid prices for various items listed in the proposal, 28. The contractor is responsible for keeping streets and sidewalks adjacent to the project free of mud and debris arising from the construction activity. 29. All barricades, warning signs, light devices, etc. for the guidance and protection of traffic and pedestrians must conform to the installation shown in the 1980 Texas Manual of Uniform Traffic Control Devices as currently amended, Texas State Department of Highways and Public Transportation. %! :*: DANIEL STGUTEIBWG, JRS 99271 � , WrE511-1- ;_ zor z —n- o w TREESE AND NICEOLS, WC. TEXAS RECISTEREO ENGWEERWG FIRM F-2144 ®toll Texas Deportment of Transportation Tnorth tarrant express bluebonnet contractors, LLC Improving mobility In Texas rNICHOLS FORT WORTH FORT WORTH WATER GENERAL NOTES STATE TEXAS DRAWN 6Y LLW DISTRICT T. WORTH DCGICKCD DV ABC SHEET 0-8 SEO. 08 OF 17 TECHNICAL OF ICE WOK ORDER N0, I BATE J II/09/2012 COUNT TARRANT CuttKED OY I WDIrwAr lw DOS TH-35W ull cdimlos C$J104lb Dote:ll\u9\2u12 - W10nt* PIA Users lrr Fi lelll\u41I\UYor,n0G\I-Si\CV-ALL-UN-&lILU4.cgn DCV DArz eF oESCD.FTtOf 1 12-6-12 DS UPDATED WL z Cr wa 041 EEL, 00 ram wr DX- LLU STA 1.00.00 ID 78/79 - B STA 589•14 304' RT Pi A =90• oo' ob" INSTALL) 1-16"x90' BEND & BLOCKING 1-16" GY & VAULT (S) ONN CT TO EX. RCCP 16" WL (W) EFDETAIL 1 SHEET C-9 N�IUE 262994PALUG64k. RCCP 16" WI (F) (FIELD VERIFY) EXISTING 16" RCCP WATER LINE (X-9394) 1 NEXT VALVE APPROX. 500' AT 0.D DENTON RD. m. 0, N.. 0 O 1n ei 0 W 0 1-~ tY 665 655 645 635 625 615 605 595 585 • As o+ .�� �103 j59) -4-1iYM ;.1:1 15 c7 PROPOSED TXDOT ROWS_ 1 EXISTING TXDOT ROW 1 I EASEMENT 20' I I 1--U 2+113------ 1L STA 1.95.4 NSTALL. -16"x16" TEE 20 LF 16" WL (W) -16" PLUG & BLOCKING (W) -16" GV & VAULT 1E) N-6994175.22 E=2333057.59 4. : : • Im: I... . M. 1 , � ....t....t....t ....t....t.....-(..... . Utt1�..TtIA x UTILITY BASE LINE X EXISTING 16" GV TO BE REMOVED & SALVAGED (REMOVE VAULT) 3+00 PROPOSED 16" D.I. WATER LINE +)0.41.44•• BRiMD 4+00 '1 EL =.UNKNO.WN.i.......i.... (FI411 V T-) X CP-20571 EXISTING 16" WL (X-9394) CONFLICT ID 78 & T9 (TO BE ABANDONED AND FILLED W/ GROUT PER UAR REQUIREMENTS) EX STING BLOW -OFF X VALVE TO BE REMOVED, SALVAGE VALVE & BACKFILL EXISTING 16" GV TO BE REMOVED & SALVAGED (REMOVE CONC. VAULT) STA 9.16.92 PI A .45' 00, 00" N TALgL: N.6ND 994332 7.2 E=2333633. b STA 9.09 5 IN5TALL1 0'00" 1 -I 6"x45• BEND N-6994332.15 E-2333628.92 CUT & PLUG EX. 16" WL p1 APPROXIMATE LOCATION I - OF FUTURE BRIDGE 7 REMOVE EX. 12" G A REMOVE AND REPLACE 113 LF STEEL CASING EXISTING METER BOX BY OTHER THAN OPEN CUT CROSSING ANGLE IS 90'00'00" 7 . - -- 5 •,00 t/ BL STA 590.09-" 6+00 ENDB8F CASING 453 LF STEEL CASING BY OTHER THAN OPEN CUT STA 7.39.75 1 - 16"r<12" TEC 1-16" GV & VAULT (W) 1-12" GV & BOX (S) 10 LF 12" PVC WL (5) 1-12" PLUG & BLOCKING LS) N.6994182.49 E.2333601.86 . • IN ib i rim 0 iK1VQl .N • �`:• !!.0 VEHIF!) i i � ___ . . . M'...: . Cud.. �....}....... i....� fUNiN6WN. I 7.00 "µ> • • _ J-- (X-92501 r (ZA' RF-ARANRONFO -AN0 F 1I I FO o x W/ GROUT PER UAR REQUIREMENTS) t A 7.74.63 PPtI A -45' 00' 00" l-lG"x45• BEND N=6994I96.94 E-2333630.72 STA 7.54.75 PILO = 5' 00' 00" INTALL: 1 -1 b"X45' BLNu N.6994182.70 E.2333616.86 1•• M ' *' 4 I 01 . > m. t0 F..F STA 7.89.85 INSTALL: 1((-E8EEE' BOOETVT ASSEMBLYLL� N5899 212I16A1 E=2333630.52 6' DIA. MH p moo>� tl'( 03 o a vi an 4 . i¢ SQ • _...5 P1A2-;S`00'00" 1NtTALL: 1-16"x45' BEND N-69943337.99 E-2333G 1.12 1 INSTALLi.Eg09 ONNECTTTO SERVICE IRRIGATION WATER SERVICE BY OTHER THAN OPEN CUT N=6994337.76 E-2333674. 01 1- X 1 1 - EXISTING 12" 1 WATER LINE STA 9.80.00 INSTALL. 1-16" GV & VAULT N=6994333.94 E-2333695.28 STA 9.85 36 ID 78/79 • BL STA 340' LT 16" RCCP WL (L) SEE DETAIL 2, SHEET C-9 E-2333699Ell (FIELD VEI?IFY) �)7�1TNZi 1r Wt (X-9250) (TO BE ABANDONED AND FILLED W/ GROUT PER UAR REQUIREMENTS) t . -.a..o..Q...,...;.„, 665 .F+ .1> T :..t# ;:.. VCR- BOC 4' NEXT VALVE APPROX. 650' AT SANDSHELL FOSSIL CREEK RLVD. - EXISTING 16' RCCP WATER LINE (X-9250) 0 4- 00Z mod a LAWU DETAIL -A ! r , '1•1F1KNOWN 2t...M1�OifER ► ....;....I.... . �R•lf1:t�'•11Eif.t.).. i 1 i 1 nt¢• kk...LTi...i....._,w.._.......,.. Sfg, 64544.41•N''.... 44 441 L oP:At;}t ��i i • • • • • �•1 '•a m : w' 575 :'o 1+00 r 8i06 •- •F -.I s. c.. . .....{V4T'• .q: -JPE CG A'5S' Sf3' NR 1-144• fiECMxI iV16'; I L•'l:•')e PS•rtblitlEfi -3O • MPS 1 . • • to M 4- 0 2.00 1- . 3+00 M 0. © . 4+00 en I..... ....' i....:.... t.. 'a" 4- 0 5+00 6+00 7+00 OiAECH pg�l : 3 1 i i .}-1. 'r 1. en 0 9+00 655 ggc7Y. 645 • LcHl 10+00 635 625 615 gyisTING UNDERGROUND UTILITIES AREA. CONTRACTOR PROP WL EX WW PROP ROW EX ROW HORIZONTAL SCALE VERTICAL SCALE FREESE AND 141CH)LS INC. TEXAS REGISTERED ENCRIEIRING FIRM F-2144 Saie Texas Deportment of Transportation ads -north tarrant express bluebonnet contractors, LLC Improving mobility in Texas 605 FORT WORTH 595 CONFLICT ID 78 & 79 16" WATER LINE BL STA 588+63 TO 589+14 585 575 STATE TEXAS LW DISTRICT FT. WORTH DEG ;WILD BY ANC SHEET C-1 SEQ. 09 CF 17 TECHNICAL or ICE RCM ORDER NO. DATE COUNT TARRANT DOS NIGNWAY NO IH-35W 11FV nATF DESCRIPTION eeeee 630 620 610 GOO I 1 L ..t... .. 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I 1....�...-1' "I i.. , }: I i , .1 : I 1 I I I i i E3�- I i i i ! t i i I....1 �....;.. 1.... ...., i....i.............i....}.... i.....••.i....i....}....}• ....}....I....}....}.... ....}•..,1... ;•... .. ...} }....i....i....i.... ....}.... ....} .....}.........}....}....I....;,,. .... ....i....}....i.... .. .....}.... 550 i i I i i i i'�I ,ry` 1 1 �.... �...}*•, i........}....'....i ;I': } }x ; ^...}.M• i r....}.}....'........}....1.......j.......}.... 550 i ; t i t t i } ti t t 1 "'• 1 610 600 1....} :.. .. ; • ' 66 SY PERMANENT ASPHALT PAVEMENT REPAIR SEE DETAIL 4 SHEET C-8 ISTNA TA1LLI+46.67 S 1-12"x12" TEE 10 LF 12" WL (E) 1-12" PLUG & BLOCKING (E) I-iz" OV & VAULT (W) N• 98337 90.27 (F ELDIVERIFY) REPLACE 20 LF OF CURB AND GUTTE GREAT SOUTHWEST 7.23' FROM CURB PKWY. TO CL OF WL NEXT VALVE 310' STA 2ID 4 0 = BLSTA9' RT INSTAL: 2'xCV (NEE 1 2-12'x8" REDUCERS (E W) CONNECT6TO2EX. 8" C.Y. WL (E, W) E-2333184.05 (FIELD VERIFY) i ! I 1•..•j...•1- ,.,, : r s ` i , }A ......I...! . , } f i F1) _ .' i • W ra.1 �'- r. Z IW 11 I- . 'cap a .i. Nt4••I+ 1\1.... .. .. 1'W' ro EX, B" PVC SS .l (L•6940) -EX, UCE 2.00 CROSSING ANGLE IS 90.54'15" [CONFLICT ID 80 3.00 NN--IEOLATION VALVE E>. 8" C.I. WL 0-98 1 5 ) DL STA 651.95 UTILITY BASE LINE -\ 1 c) rut 1 r> 4.00 I • i y' .1 4. }.....1...... . . • • } t YNSTALLe'00 I-12"x12" TEE 10 LF PVC WLL (N) N•6987996. 5 E•2333652.02 CP-2061 5.00 1- PROPOSED 12" WATER LINE 440 LF STEEL CASING BY OTHER THAN OPEN CUT 1.... • ' i i i ' - ii 1..1...:... l...is:i- 3c� i tlk..It ...: iI -..... a i• is i } ;....� ....14 i r .t. ...... : a }....; }....}..........}... }....}.. ...... F }... }. INItN(1ym £-Xi STING . „• -i 4- ? • }. . TF 1 i a"1 EA1 F Y7 • �. ...........:....:. .-.- >�t1 -I .1 } }...} ...�....�..,, .. ix..4-.,:}"r:. : i T`.i : i: i i : i t 1 i• i i . r 1 NEXT VALVE 650' AT MELODY HILLS DR 'EXISTING TXDOT ROW ----PROPOSED TXDOT ROW 32 5v F ERM4NENT ASPHALT PAVEMENT REPAIR, SEE DET. 2 SHEET C-R i}STA 7+00.00 NSTALL: IN•6987997.66ALVE E•2333736. BB 7.00 ( 4ONA }I gVLASTA465106. +60,D344'•LT IINS1ppTALL1 EE Z-12•x RE OCERS (N,5) CCCCN.p6998g7;9�80 X. 6 WL (N,5) (FIE D V ref Y) -103961C WL IMIDDLETON DR. ISOLATION VALVE .,- EX. 6" UNK SS (L-6B90) ...,......7.. j... II1 II?! I i i ;.......}....}..•.{....}. 1111 ...!....i.......! 630 .. ..1....{.... ..1....j,... ........1.. I;.... 4 : .... .... .....•.;....I.... ...}.. 1.7 540 1 I � I } I � 1+00 j 0 -I 2+00 m i i .............. ........{....j....�... ;....... ;....; I i i 1ri i i I I i •}........}....,....}... , . . 3+00 YYf { 1 0 4+00 . : iO : '....i........I r I 5+00 coII a 40. t 0"'. I 6+00 • • r STATE 540 TEXAS iw4i 1 i t Lim DISTRICT FT. WORTH ncsinian ny ARC CAUTION' 1 I EXIST I NG UNDERGROUND UT IL IT 1 S IN AREA. CONTRACTOR TO LOCATE PRIOR TO CONSTRUCTION AND COORDINATE ANY REQUIRED RELOCAT ION. LEGEND PROP WL PROP WW EX WL - EX WW PROP ROW --•• EX ROW •-•- 0 20' 40' 80' HORIZONTAL SCALE 0 10' 20' VERTICAL SCALE FREESE AND NCI0tS, WC. TEXAS REGISTERED ENGNEFR•1G FiRU F-2144 (72n11 R Ar Texas Deportment of Trmsportotion gnorth tarrant express bluebo nnet n r co t actors LLC Improving mobility in Texas ■ FREESE r� NICHOLS FORT WORTH 560 CONFLICT ID 80 12" WATER LINE BL STA 651+90 TO 652+24 SHEET C-2 5E0. 10 OF 17 TECHNICAL OFFICE WORK ORDER NO. DATE 11/09/2012 COUNTY TARRANT CHFr4Fn n1 I HIGHWAY 141: Dos IH-3514 Uri lclOoil1G C5 J10416 Otto+ 11 NOR \2012 • 03112124 PM U!42I irr• Ft IMN\ut IIsurewIrMIK\I.35\CV•UTL'.L'V(RL02•11.a0n -REV DALE BY DESCRIPTION • Fon GIALG 0. IGLESIA BAUTISTA GETSEMANI 4755 NORTH FREEWAY EXISTING e" FIRELINE (X-18719) EXISTING 2" IRRIGATION SERVI EXISTING 2'• DOMESTIC SERVIC CUT & PLUG EX. 8" WL 48 SY 07 HYDROMULCH SEED EXISTING GATE VALVE (UNABLE TO LOCATE)- IGL GETTSEBAUTISTA MANI 4755 NORTH FWY. EXISTING 24" CONC. SS (M-292B) (X-19387) -' L 469911 GEMINIKER IPPLACE ISOLATION VALVE NEXT VALVE 600' AT GREAT SW PKWY 4 EX. 8" C.I. WL (X-17012) TO BE ABANDONED AND FILLED 14 WITH GROUT PER UAR 2EQUIREMENTS ---EX. 8" UNK SS IL-6940) EX. 8" C. I. WL .f (x-17012) ZCONFLICT ID 80 4 4 UTILITY BASE LINE PROP, RETAINING WALLS CRY OTHERSI— NEX1 VALVE 800' $ AT I FACHAM EILw UN Icdlallds CS1IO416 D444111 OEN\2DI2 • O21]1b9 VU Users Iyr. 4IIOil Nor.1,Uro.l nos y-3S‘CV-u1L-YL-4 I HLU3. eQ CP-20641 pj 4 �4 v .n 24_ i i 0 0 0 0 fl 1 1 EXISTING TXDOT ROW L,_____--- PROPOSED TXDOT ROW RCATEL 4803 MONA USA ST. RAKESH R & AMISH DUEL 4801 MONA USA ST. MONA LISA ST. HIIARIO dE MARIA ROMERO 4802 MONA USA Si. 4800 MONA SMITH USA SA ST. QUORUM DR. \—EXISTING 6" UNK SS (L-6887) ti EXISTING 8' C.1. WL (X-17012) -> CI1T R. P11IG EX, 8" WL ___„2.,--ISOLATION VALVES (VALVLS Aft LUCAILU ON NORTH -SOUTH LINE PER RECORD DATA) 48 SY OF HYDROMJLCH SEED j'ANT 1fNl l l EXISTING UNDERGROUND TOTLOCATESPRIORRTO CONSTTTRUUCTION AND COORDINATE ANY REQUIRED RELOCATION. LEGEND PROP WL EX WL EX WW rnon now EX ROW 0 20' 40' 80' HORIZONTAL SCALE 0 10' 20' VERTICAL SCALE FREESE AND NICFOLS. INC. TEXAS REGISTERED ENGBIEERHG EMU F-2144 W Texas Deportment of Trmsporlation .r-north tarrant PY.pross bluebonnet contractors, LLC Improving mobility in Texas rm CNICHOIS FORT WORTH CONFLICT ID 80 EX. WATER LINE ABANDONMENT BL STA 660+00 TO 663+00 (LLI C-3 SLU. 11 CI- 17 TECHNICAL OFFICE HERK ORDER NO. FATE TT A9/2012 STATE DISTRICT COUNT TEXAS FT. WORTH TARRANT )RAIN BY DESIGVED BY CHEYKED BY qIOHWAY NO LOR ABC DOS I IH-35W PCU DATE Uf TTTCPIPTION 670 rigfif . 660 OaAR eittt 650 640 630 620 610 600 590 580 APPROXIMATE IO^ATION CF EXISTING SEPTIC EVAPOTRANSPIRATION BED CONFLICT ID 78 SEE SHEET C-1 \NEXT VALVE 300' WEST AT SOUTHWEST CORNER OF THE CHURCH STA 1.00.00 ID 193 BL STA 585+b7, 196' RT CONNECT TO EX. 8' PVC WL (W) CUT & PL G EX. 8" PVC WL (E) N-699467 .36 E=233315 .60 (FIELD VERIFY) STA 1.03.49 i t A-75' 13' 00" I1-3"x45° BEND 1-3"x22.5' BEND 1- "x11.25• BEND - N=5994679.30 Ee2333161.97 CONFLICT to 1853 PI, =114'46'59" IN.TALLA 1-8'x11.25' BEND CUT & PLUG EX. 8' PVC WL (S) N.6994868.30 E-2333159.44 - EX. 8" PVC WL (X-10223) TO BE ABANDONED AND FILLED W/ GROUT PER UAR REQUIREMENTS PROPOSED 8" AWWA C900 WATER LINE 585.00 584+00 583,11': • iqv II ;ill f-tMTINV: 11. IIMAIE ,$HAUI t. &..L-' '8.. WOW 1.R OI< IH-35W BLASTA9503•i4;D1?43 RT CONNECT TO EX. 8' PVC WL IN) CUggTg& PLUG EX. 8" PVC WL E=2333158.51 UTILITY BASE LINE /NEXT VALVE 500' NORTH AT NORTHEAST CORNER OF THE CHURCH r PROPOSED TXDOT ROW 1 I EXISTING TXDOT ROW 1 HmQ*-.:. i • 2.1P4 1;9 D,•-0R.-1.. J` ' Ma: I i 1 : 1 : i I 1 1 i I : Y 1....1.. . 2+00 3+C0 (•NATION' 1 EXISTING UNDERGROUND UTILITIES IN AREA. CONTRACTOR TOANDCCOORDINATETON Y REQUIRED N RELOCATION. J.EGEND PROP WL EX WL EX WW PROP ROW .. . •._: . EX ROW 0 20' 40' 80' HORIZONTAL SCALE 0 10' 20' VERTICAL SCALE 670 Or 1 * :• * RSA �DANIELSTOJTEN91R0, 3R: 99271 �: G60 F ,tk�Ns�;�? :13-01 I)j5/0NA% .o/L-//-pr/ 650 640 630 620 610 FREESE AND NICIOLS. INC. TEXAS REGISTERED ENGINEERING FNLI F•2144 ® D 11 AOr Texas Deportment of Troisportotion .rnorth tarrant express bluebonnet contractors, LLC Improving mobility in Texas FNICHOLS FORT WORTH 600 CONFLICT ID 183 8" WATER LINE BL STA 585+07 TO 583+14 590 SHEET C-4 SEQ. 12 CF 17 TECHNICAL OF ICE ROM ORDER NO. IATE I /)9/2012 STATE DISTRICT COUNT 580 TEXAS FT, WORTH TARRANT URAIIN BY LIAR DESIGNED RV CWZCXEX ABC DOS pT I NICu=J.v NO 1H-35W UTJ.Cy01 I0S 1;SJ10916 1./CTe1 II\03\2UIZ • 02117.03 1'AI USer1 I,. t1101:\O}1I\)ro.H19S\, AS\LY•UIL•YL•1/'11LOI. Con RANHa= SASE REIN. ry ARJ • 3 AJ (n 1:471.54%11-' BASE 'MIN 04 BARS rT nN 0 6' OCEU CAST OP UNOISRI1811) Sal as' MARC T11A14 %AID COVER PER / 33 05 13-000E R-D DIMENSION TABLE ApoluoLy SEAT GATE VALVE RISER 61H, DAY VW, DUTY V/11E A B MN C D C DCPTR CEPTN X SUE BBC PAVED, UW,L GATE 16' 15. 1 r 1'-99jYI' i )' 16• 6• V 6'- 6=11' 12' 2P • . :-B' -R 16• 6' I' T-0' 6'-r 1r 36• 7'• 2-6' 5-6' 16) 2 6'-9' Y-(0' 13' AMINAIU ( BURYbEP1115 TAU FINISHED r4ADE TO OP OF 9?E N)TES. 1. %AVLT 107 VIALL no ror NA161(1L UD AVADAOL, DETAILS AS INDICATED ON THE DRAWINGS, 2 RISERS: 21. DUCISLE IR1N OR PVC PIPE: FRONDE TAPPING SAEDIE RUH CC 1H(EAO. BALL CORPORATION O17' 1.4.71.704., U0+'4/1 111001 11.1413 9 NNN AT. VALVE FLARE.OURE PER SECTION 33 12 10. 2.2. STEIL 0R CPA: PRO40E A 'DREADED CUTLET NIIN CC 1MEA0. DAL1. CORPORATION STOP L11 NJTSI AND !1 IUttN HALL VALE r66Rr1FLARE PER SECTION 33 12 10 3 TO OPER ALL VALVES SHE OPERATING NUT SHALL BE IURIED 10 THE aalff CQOC1N15F), .r 4 INSET 'A' I1 R74,1177 RITA, UM-STRUL 'U'-DOLT AND INS eJ& BR'l�a LSE RFVATON 040)OI. twat - ACCEPTABLE vvvvvvvv RAMIE PER 04107v00 SECTION 33 05 10 V 0 V V O V V V vv9Pvvv, •vvvvvv 0000vvv[. 00070 V% vvvvvvvv 0000000% vvvvvvvv 0000000% 1444110117 rAx P0.TG3CYAIAIFAIE CUSHON PA. 1' RUM(, BEIF_AT1 MANHOLE 1ASE PRE -CAST 40E PER 33\ 3) 1 31 0/20-T206 COPRR SHALL - _ 40T OE IN MANHOLE STRUCTURE CL51 OR S 2.1�'- 33 05 ID LIOPP01 RISER ' SC N01E I~' 001801E OAS( Rpur. '\ / ie RIRS O ��/ OCEw I 6• P(SCCYANURAE • CUSHION PAD, 1' THICK, MEWING NN.w PIPE LAY ORECMN i 4111 TAPPING SADDLE W/-' CC DREADS PER SECTION 33 12 10 4J RETAINERS GLAND 323'06' CONCRETEVC/DIP BASE IAN 04 BARS 0 0' MEV, CAST 04 UNWCTS41010 COL -B B VAULT -PLAN MANHOLE BAST RENF. 25 BARS B 6' NTH - 32- HINGED -0ANE AHO DOTER / FR PER 33 05 13OON, F VAULT 15 N PAVEMENT ORIENT NNOE TOWARD 040G4N0 TIAFFC iSINLESS STEEL 5TAP5 TO ` OR4CC COPPER. / SET INSET 'A' GRTUT 4A0H)LE •J / , CONNECTION PER SE[11CN5 33 39 10 OR 33 39 20 THREADED OUTLET (ITP) w/ CC THREAD -1LANCEO CONNECTIOR, PROVIDE ISOLATION F1 NTH PETROIATN TAPE COATIN0 PER SECTION 33 0410 CPP/STEEL SECTION A - A, WATER TRANSMISSION GATE VALVE Be BOX (33 12 20-D127) NOT TO SCALE /v v VV V V V 1-12' TV.� 4 W 1 AUG. 2012 FILL VAT11 ((54 UNTIL ENDRE 1A1E1E1[ OF 11PE IS n1L0 15 RELENT 1MXIRATION I d EXISTING PIPE TO BE AZAHIJOICO FLU( [NSW PPE DDT CLS0 PER 54.77JIA DJ J4 1J BWWE/O TO RETAIN (L5N 3. ABANDONMENT 1. SURFACER5(oNALL @E 5 91 SECTION 02 31 N 2. 7R3) 0 REPO SHALL BE PDT SECTIONS28000 32 (i 17, 32 01 29 a 32 14 IG DEPb:DAG W CN SINS SWEAT _ _ ] nas[N m. WALL BC AN A:(XPTABIE ALIEAHAM WHERE APPilC1aE. PIPE ABANDONMENT PLUG (02 41 14-D007) NOT TO SCALE AUG. 2012 o 01T1 A L 40-013 "'AAA; rt. 90144LY WED) NUN ovast nos AropA Hat 0v 4 IL1OM M1NL.VAr !.0*0 t�N+t 00 0r0 MR 11 II 10 Y41rr ta i'c ON A• ,. N( �MDA171 Hv IL:7. 1 \ f It 1 miWrttl 0A]' busTYa4; "T .aln4av, f[[ r01[ ! 0/Ir[S i'Runa.Ncc'r Rt40W [W re AC, 331310MS3 R1iar E r4(H Br4 I' !Ir[Rs ,j=(',T10N A -A (UC111 F IREN PIPE 141(A A e I _J L_ -_ i [. A" 0) . arcr74 MY $a rt4n ,'SLIT n4rw wuaD 1v1 4RoaNLr 1100 .13 t(M HI41H 'Msutill i'rcuwwAs 8g7.1, n•s r-- l .D/4>In, /7 .15 Pr eRG iE \�F 5140RY hiIFbn IJRiA ,0 2 G6LV4N7m 2-5I0.10 AR0 RNNNC( 2'A6' D)AA05 INTERSECTION & DRIVEWAY APPROACH CROSSING FOR TEMP. WATER SERVICE (33 04 30-D134) NOT TO SCALE AUG. 2012 Chlt4rTE 0011AR U'PBLLO 5 1 DABS (fr.) c+AN MD D 1 1 CIPCBL0 a ILA[ (UMOPRDITO 14)RFATS) B-44- DARN (1TR ) 1i CNAD{TR(1r.)J FOR MNIR0V 0 COVERER COLLAR (RE! NAI1R - All LOCA00(5) PANG AREAS IRIPAVTO AREAS \ CONCRETE COLLAR-, 6' TTR. , AWM TN cE-FIECEJ VALVE 002 CR AIPROVEO EWAL (8161EA 2' SQUARE 510GA W/ 1' N6, HOLE 0R6AE0 1I1RVJ(M 1'I SOLD RANO51001 2' SOAR( STOOK r/ 1' FAA NoE D[1UE0 M.3UGN 7>2' SQUARE RIBNG N'/ )♦' 11Y.( NALL )L. CFAI9'Q+ (T1".) CIF VALVE OFERATVO NUT IS 70C 1N4.I DEIw P1ITNENT 51RFAC0PFONDE E41N15K6N SMEN 70 1' DELOA' P1VOApT SARrACE GAZE VN K ESE RETAINER GLOMS FOR VALVE RESOANT 2.17 NAPES VAIN STET. C41ENR405 I. 001E VALVES BOU. RE RES9)0'T SCA1E0 7. PRONTO( 3' TAN. OP COVt1 Iw3 PNlroorocvi LL C+RICRONS 3 CCLVRS SHALL DE 4.003 PSI CONCRETE PCI SECTIOI O3 30 a3 (101[ I. (' 119UND SOLO BAR t 2' SCNAPE fAtON 1010. OnI 2. 2-A' SPARE 14T6NO POT A51N A-5'7-79. SAE 1070, COLD DRAM O I ALLL Amos %NSA 77..$747 WIN Aws COLN FOR PHa(IXIITE, IPPEIRAN15 MO MAW/ or MISTS. WATER DISTRIBUTION GATE VALVE & BOX (33 12 20-D126) NOT TO SCALE AUG. 2012 re• wia aLLYm S:AlTTZI 6 145 W1AL DDAAiD ttarvs Idl[n16EAl Y sww\ °"RCM 11 \ .1.1[L A n0A1Tn R YAM VISES �R1cR/RY N� RAN Z•1S tt(r` tor[ NAnrG PR wa0AU1Q0..) w AY113 fATCT N r ((I(RYAQ," [N6! r. YI 1H 741H Y{J B J Nrxa sf 4.47 3YW WN0O 1641E 331! 4-D00! M4NNE w A3uNNT 1AK AS NnCA1N RY ia'4 a1J CO PSIS 1- 177 m 4H> l` .1O4FAa" r 4' M' I BET. 4v R i{j 1{[Itr DIRT t0 Y 4' (PHRS STCl10NaR-a STEEL AND CONCRETE PRESSURE PIPE J] 31 I>r4}RtY STANDARD BLOWOFF ASSEMBLY (33 12 60-D105) NOT TO SCALE 6-5/16' CD. WORK AREA- ALIO. 2012 STS AMU T IR IL E1� - 31 3/4' 1.D. WIT ARCA -, I 2 34-1/6' 3/6' NAIL -- U U 1 j 91111. 00A 113 I/ , I--+/ SODS APE J BOWED CUT I/ fultUa VFR m B01T/7 0/ R0 f2-1 CUBE J m ITT NOSE: 1. uSE TINS NERR B((( N NM -PAVED AREAS 1. 014EN51015 A 1/6' UN 0. ? WALL T6:KN(55: 3/6' 1. NAP LOX POCKET VAL RECEIVE AMR/AN DENCr LNDPCIAT. SNAP LOCI( SLOT IS LSO' t to ALLOW Ca. A hKCCR [CRCs 14RTALL PODSi IQKNT IS 5/10" FOR 4N 1/0' MR GAP, 6E1131104 sTiA. LOCK r a1E 4 `I/2• REBAR (:I - PAS( FOE P001ET 3' . 9/16'. 1NR! Hai 61M 3/164 30455 RC0 I/O' DOW - i'- 11-1/2' ---I - 1b-1/2' 2-INCH STANDARD PLASTIC METER A BOX (1-1/2 & 2-INCH METERS) e (33 12 10-D114) .lam ( NOT TO SCALE AUG. 2012 1E7 DATE IV 6CLC11(071011 1 12-6-12 DS ADDED DETAIL 20/4-/2 FREESE AND NC[OL5 NC. TEXAS REGISTERED ENGOIEERING row F•2144 ZDI II Texas Deportment of Transportation gnorth tarrant express bluebonnet contractors, LLC Improving mobility in Texas STATE TEXAS IRAWR BY LAIR DISTRICT FT. WORTH OCSICAUI Br ABC �IBNICHOLS FORT WORTH CITY OF FORT WORTH STANDARD DETAILS SHEET C-5 'SEG. 13 00 17 TECHNICAL OFFICE ROM ORDER N0. 01TE 12/12/2012 COUNT TARRANT [NEDYED BY All CAMAS NO IDS iH-35W Ulf IC91or1 Worn, LSJ1WIb U0'e(U(C. 13, 00 01 - 04446133 AWIerl Je I,1e111\Ut4I\Ur(161n06\1'3S\CV'-UIL-UI-ITVLU1.Lyn -REV. DATE MT DESCRIPTION 14BDRDER•■. apn 4C RESTRAINED t FLOG OR (AP 7 I '% - J 4). - EE 11 BEND - p OLOCHRIO SHALL EXTEND TO UNDISTURBED EART1 ALL 121011LE IRO14 FI771110 SHILL BE WRAPPED IN PLAN VIEW ECDON 33 11 11 HORIZONTAL THRUST BLOCKING TABLE I TEES. 90' RENDS 45' BUMS 22.5' OFJ405 11.25E BENDS RPE -A- DEAD-DIOS SIZE DIM. MIN. AREA MIN. ARE N. AREA MIN AREA +l`F) (SF) (SF) (56) 400• 4.30 4.001 4.001 E' 1.-5) 565 0.00 433 4.00• IO' 1'-6 6 34 17.50 6.76 4.00• 12' 1'-6.' 11.72 17.99 9,74 4.96 10' 2'-o' 21.02 31.09 17.31 0.01 1 20' 2'-0 11 35.34 49.98 27.05 13.72 6.93 24" 2'-0'1 51.89 71.97 38.95 19.83 9.90 1 •MINIMUM THRUST BLOCKING SURFACE AREA SHALL BE 4 SQUARE FEET. ••011EN0ON 'x' to DC A MNINUM 0, PINE FOOT AND 9K INOICS, OUT IS TO DE INCREASED (MERE NECESSARY TO PROYDE BEARING AGAINST UNDISTURBED TRENCH WALL. MIN. AREA (Sr) 4.001 4.00• 4.00• 4.00• 4.43 401EST 1. 11117U37 17L0011110 ARCM/ OIIOWI ARC 0A0CD 01. 1.1. 725 Pal TEST PRESSURE 1.2. 3,000 PE HORIZONTAL 01 LATERAL BEARIN; PRESSURE FOR ACCEPTABLE yy, SOILS 1 1.'1. 14 SMEN FAACICN U121 1. THE ENGINEER SHIN. PROVIDE A SEPARATE PLO:RIND TAKE WHEN THE CONDITIONS D0 NOT MEET THE ABOVE ASSULR1I0NS. 1. THE CONTRACTOR IS REQUIRED TO PROVIDE THRIST RESTRAINT BY MEANS CF 1110-IST PLOG10140 W ALL .100S. Dal 17041 FI.ILL RC GIYIF102117.0 SURSICUARY TO THE 9*4110IE ITEMS BID. 1. ALL 1.1J 0T1NGS SHUT BE ADDITIONALLY RESTRAINED WIN RETAINER GLANDS, L. BLOCKING FOR WATER LNES LARGER DIAN 24- SHALL DE 0ESIG11E0 FOR 111E SPECIFIC LOCATION ARO SHOWN ON THE DRA19NG5. 1. ALL LAX IOU IKKRI N11NU5 31ALL 60 ANATMCU IN P1.Lit1NTl2Jlt L1113113LM•N1 PRIOR TO PLACING OF BLOCK:14G. 002,6010 %HILLY DE AGAINST CA UIQ51RRn O- G HORTORAL RI03010 PFR 33 R TO-0130 HORIZONTAL THRUST BLOCKING (33 11 00-D130) NOT TO SCALE AUG. 2012 INE- u6 250li 11 YEA SICTIO9 33 I1 II RO04:n0 CIALL BE AGAINST UIIDISTL0810 FIRTH IIOT070NML-- 33 n 00-030 REMOVE A3 RECF'SART R ANOEI' END BUILD FLANGE RAN PETROLATUM TAPE rPP STFFI PIPE AND DIP FLANGED END PRESSURE PI1.1C HMV _ , 2. SUR'ACEREFIHR, _ DC run _ 1.1 11 RIAU. B2 PE, SECDDNS 320117, 32 H 29 OR 32 14 16 017043010 Cfl E09190 SUR'ACE AK AS RESOLVED 71 THE PLANS 3. CAYro4I-PLACE CONCRETE SHILL OE PER SECTION 03 OM 4. ALLOW COIICEETE BLOODING 10 CURE FOR 24 HOURS PFKR TO PRISSURRAO HATER LINE BLOCKING SHALL EXTEND TO UNDISTURBED EARTH 7 1I- 'K -nriD CUT 1110 NE1101E FCSRNO PPE AS I :TSSARYPYR MG1011S sd n 11 0133 11 12 REIANLII D010 DUCTILE ROY IN CAI PVC AND DUCTII E IRON PLAIN END +(/��/��. PRESSURE PLUG DUCTILE IRON CA STEEL RATER PIPE 13070 PIP! STALL 11C GLNILK 0E5IRA1HE0 VVLCSS SMOMI 0711L7MSF IN DRAMIGS BLOOM SHALL!:: EL ACARIS1 UINS1URBE0 CART, HORIOVEAL 1BL000N oPER Ft 00130 0100 CASA0 PIPE STAINLESS STER. CA5N3 PACERS PER SEc1101I 33 05 24 DUCTILE IRON AND STEEL PIPE SMALLER THAN 48" WITH STEEL CASING C1M".RER PRESSURE PIPE DELL 00T50E OIAIJETER MORTAR BAIIO --- UN. 2' O1TSRIE PIPE BELL BRAD STEEL VA51111 PIPE Z4"-42" CONCRETE PBFSSSIRF OFF w11H STFFI CASING CASING NH SCHELLAE- DUMB IRON FRO STEEL PIPE 10 033 aF I I 1 .F air sr 3114 160. Hn Orr ar 33. CASINO PIPE E01E5ULE • CONCRETE PRESSURE PPE „ P.ruf lal Tr 1 NOMF_ 1. CASING DANCIERS SIIOMI ARE TO MEET u0Rllw UISTAI ARON R4100IP NEYTS. LARGER CABIN 92ES AS 60ICA1m N TINE ORA*N05 SPILL GOIA31DI. CASING SEES MAY BE INYIEASFD TO ALLOY FOR CASHG INSTALLATION TOLERANCE 1'ARIA2ILI7Y. WATER CARRIER INSTALLATION IN STEEL CASING (33 05 24-D106) NOT TO SCALE AUG. 2012 FEUD CUT AV REMO•E EH51140 ARE AS y, NECESSARY II on J3 SECR0115 II It 33 N NEMDED BUTT STRAP. RUB VIDO. II •JOINT HARICCSr31 33 II 13 69 33 It 14 CPP AND STFFI PLUG PLAIN END PRESSURE PLUG. PVC, DUCTILE IRON, CONCRETE PRESSURE AND BURIED l 4 ( STEEL PIPE PRESSURE PLUGS (02 41 14-D123) NOT TO SCALE AUG. 2012 1TTNCS EOMWUL u W1I RAI160 OR %1J1IOStp (N-NCR•4EG6l01 MI Mid. 43113 BELL A 501001 R09IRAILO I0-MG•• MN ORPFW EVSI-RI 4.19 GA51E1 IWO 4111114 POf EM9ED4341 -" INDICATED 01 IRE DRAYAIG5 'x• "�(• AV CONCRETE CRADLE ' 'CC(C SHALL EXTEND TO UNDISTURBED EARTH PROFILE VIEW CONCRETE CRADLE TABLE 90' BENDS 45' BENDS 22.5E BENDS 11,25' BENDS PIPE 'X" SIZE DIM."'MIN AREA ,TIN AREA LAIN. AREA MIN. AREA (5r) (sr) I (SF) (SF) G. l'-A. 4.50 4.011• 4.nn• 4.001 6' 1'-0' 8.00 4.33 400• 4.00• 10' 11-6' 12.50 0.76 4.00. 4.001 12" 1'-6' 17.99 9.74 496 4.00* 31.99 17.31 003 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 BL000NG SURFACE AREA SHALL BE 4 SQUARE FEET. '*DIMENSION 'X' TO 8E A MINIMUM OF ONE F00T AND SIX INCHES, BUT 15 TO BE INCREASED WHERE NECESSARY TO PROVIDE BEARING AGAINST UNDISTURBED TRENCH BOTTOM. NOTES: 1. THRUST BLOCKING AREAS SHOWN ARE RASED 0N: 1,1. 225 P51 TEST PRESSURE 1,2. 3,000 PSF HORIZONTAL OR LATERAL BEARING PRESSURE FOR ACCEPTABLE SOILS 1.3. MINIMUM COVER CF 42• 1.4. A SAFETY FACTOR OF 1.5 2 THE ENGINEER SNAU. PROVIDE A SEPARATE BLOCKING TABLE MEN 144E COMMONS DO NOT MEET THE ABOVE ASSUMPIICIIS. a THE CONTRACTOR IS REQUIRED TO PROVIDE THRUST RESTRAINT BY MEANS OF 'MUST BLOCKING FOR ALL PPES THIS ITEM SHALL BE CONSDERED SJBSIOIARY TO THE VARIOUS HEMS BID. 4. ALL 114 FITTINGS SHALL BE ADCITIONALLY RESTRAINED WIT* RETAINER GLANDS. 5 CRANES FOR WATER UNES LARGER T11AN 24' SHALL BE OES17rlE0 FOR THE SIE00C LOCATION AND SHOWN ON THE DRAWINGS. 0 ALL INCTILL AWN t1111N55 STIALL tit. TMADMLU IN INLTLIR116NL 011:A3EMLNI HIM IV PLACING OF FLOCKING. CONCRETE CRADLE (33 11 00-D131) 1 NOT TO SCALL ALIO. 2012 ,� _ IS !HITS OF lAUN04 a ROE BACK5LL PER 1 1., REGCMIIG PIT5E01KN 33 05 10 AS .... 0512A01) OF MF ORAA1NG9 VICE - 0 TN1 MZPRDYXIE 1101U L4.0 SEA.. DOM JACKS Al EROS PER 5E0000 ' 1 A . wimp 33 05 2. +/ )(PA-'1 s I1 I' • CLSM RNN BOTTOM AI10 MIS or LAWN OR RECIE194C P.T TO 6' Aet6E CASTING PIPE OR 7111040. LINER FLAN TO FROTECT MD SE.N. • CARRFR PPE .. OESIRAPCO 4311 3 STEEL CASK PIPE 0R IUIP4EL TITTER PLATE ALL JOINTS *MN AND ADJACER4 10 CAUNG OR 1UN1R UNER RATE TO CL RESTFARUER PER TABU AMY 1? VAN (r1Pl .1' FOR STEEL PRESSUE PPE NO ALL CARRIER PRE 48' AND LARGER, CASING SAU T 510004G SHALL BE DE9GJIED BYD4C9NEER CIAI[4. DITYERK 01.1 SPELL •_u• H•_.r sr al.ucR w-LOU NU 3,03 Y0L003 John R-tIEA 1ST TS 111'L 11L1- I.IN-• 0T A11PI30, i1t N'IRMU W11 ..LAK-E/NO al 10P00, OR AIAAKATO 117.1N NCR. 1. FOR BELL AND SPIGOT PPE. 1EMOYE ALL SLAO, M UIIE PRICK TO TMNML lap PPTSSORT 4751"0. FUR CASINO BT OPEN C1R. W0EEMDIT SHALL E4 SAND PER %C11CN A 05 10 CON TACT 4KOUT PER r 00SCYR / PIPE JACON K0OS044 /3 11 111110 MNIC11143 1 5PAONO BEIYEEN CAS/10 PACERS 4C tN000L CA3110 SPACERS MAN R' LAx (TIP.) ON BOTH =ES N LXNNIS CE uURCH M _ Ell AO SPIGOT POE *GN04t0869u33 aRV PI AN A -A / CLS0 PER SECTION 33 05 To. To EXRND 10 Wo191N1NP TAN01 P ALL HORIZONTAL (0REcr0115 ARO TO THE BOTTOU Or THE 001008TI0I4 DUCTILE IRON PIPE AND STEEL PIPE CASING & TUNNEL LINER PLATE PROFILE (33 05 24-D10B) NOT TO SCALE AUG. 2012 FREESE AND MCIOLS. INC. TEXAS REGISTERED ENGINEIRTNG row r-2144 V7n1 of F Texas Deportment of Troisporioiion north tarrant express bluebonnet contractors, LLC Improving mobility in Texas STATE TEXAS DRAWN BY LIAR DISTRICT FT. WORTH nrcIOYFn RY ABC r•1 NICHOLS FORT WORTH CITY OF FORT WORTH STANDARD DETAILS SHEET C-6 SEQ. 14 CF 17 TECHNICAL OFFICE D(HG ORDER N0. I FATE COUNTY TARRANT CIIFOKFn RY I HI)He4Y Aln DOS IH-35W Oft locum 10s C5J10416 Octet II117B12012 - 0210N32 PM User: Irr 1110111'1Vt 11ADr0Y111Ds11.35VCV•UIL•Ot•4YPL02.49n BACKE'S'. oEV DATE 01 OEECRIPT IOII 4961H SHALL BE B' uw. FCR 2 BAR APPLGATION3, 09410815E 6' M91. PPE DACKRLL PER DRAWEGS AND SECTION 33 05 10 PIP: EMOEOAENT PER CRAVINGS AND SECTOR 33 (6 10 RDNFCRONG MAT, 44 RAPS 6 6' OCEW LUNNU:IIUN IU PRECEDING SE Ftli CTOR N` PVT PI AN NEW 6- MIN. FRORLE WPM DE -DOWN BAITSI>` AS DESIGNATED ; DN TABLE REINFORCING MAT SHALL BE /4 BARS 4f 6' O:EW BLOCKING SNAIL DE AGAINST UN0151VRDED EARTH H00< TIE DOWN PARE INTO REINFORCING MAT (TIP,) 5FC11011 VFW BLOCKING SHALL BE AGAINST UNDISTURBED EARTH E. MN. JI IL 6' MIN (TYP.) !VERTICAL TIE -DOWN DLO:KING TABLE PIPE Da 0(620 4E• CCNOC 22.5• MID:: 11.2E,IOD 5• D SIZE 1 rALL 90' BENDSSHABEW651NAINW NTH. M9L MIN. MN. MIN. MN, VOLUME 4 VOLUME isVOLUME /4 (EH') BARS (ESE) BARS Irv) BARS 48.69 1 24.82 1 12,47 1 I 86.56 2 44.13 1 22.17 1 I 135.25 3 68.95 2 34.64 I 194.76 4 99.29 2 49.88 1 NOES- 1. VERTICAL 11E-OOIN BOLTING VOWMES SHOWN ARE BASED ON: 1.1. 225 PSI TEST PRESSURE 1.2. 150 PCF CONCRETE DD1SITY 1.3. A SAFETY FACTOR OF (.5. D. BAR WARMED Anc DASAO 011: 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-DONN BLOCKING TABLE WHEN THE CONDITIONS DO NOT MEET THE ABOVE ASSUMPTIONS. 4 TATE CONTRACTOR IS REOAIRED TO PROVIDE THRUST RESTRAINT BY MEANS GF VERTICAL 11E-DOWN BLOCKING FOR ALL PIPES. THIS RDA SHALL BE CONSID(RED SUBSIDIARY TO TIE VARIOUS ITEMS BID. 5. ALL NJ FITTINGS SHALL DE ADDITIONALLY RESTRAINED WTH RETAINER GIARIS. 6. %IDRIS, LENGTHS AND DEPTHS NAY VARY BUT SATISFACTION Or ABOVE MNAIUM VOLUMES MUST DE DEMONSTRATED. 7. KEEP CONCRETE CLEAR Of PIPE JON1S AND BOLTS. B. VERTICAL TIE-DOVN BLOCKING FOR LINES 16' AND LARGER SHALL BE DESIGNED FOR THE SPECIFIC LOCATION MD SHOWN ON THE DRAWINGS. O. ALL 044006E IRON i1TTND3 SHALL BE WRAPPED IN POLYETHYLEME EIIOA2CkCHT PRIOR TO PLACIUG OF BLOCKING. VERTICAL TIE -DOWN BLOCKING (33 11 00-D132) NOT TO SCALE AUG. 2012 EMBEDMENT AROUND ENTIRETY OF WYE AS 5N0WN PER SECTION 33 05 10 3'MN. BELOW • FINISHED GRADE Y'• ,WYE BRANCH STEEL CR CONCRETE CLEARING W5E OR DUCTILE IRON MJ C.EAN1NG WYE FOR DUCTILE IRON PIPING !CLEANING WYE SPACING TABLE MINN/IL MIN. 'X' Mw. 'Y I 18' 5'-e' I J4 I .5o" -" 5' UPON COMPLETION OF CLEANING. RDAO\E SPOOL PIECE (IF ANY) AND PROVIDE BLIND FLANGE FOR CONCRETE CM STEEL Ali CI♦ RESTRAINED MJ PLUG FOR DUCTILE IRON WYE PER 6CTION 33 04 40 WATER TRANSMISSION GA1E VALVE AND VAULT •, PER 33 12 20-0127 2 ( 6' 4111. AND RURAL BACN)L / .11fi...i. UTU1Y SASE PER p SECTION 3305 10 c'^ 6' INN. MD ill N•�•- "�"4 i2 MAIL � j I' a;ti 0.Z'r ..': REDMMG T�T1-1 •- � � 11 _ 1-E1- F-1117= Ill S-1111 I I- :11 NO GROUND GROUND WATER WATER PRESENT PRESENT TRENCH GEO1EX1IL• FABRIC CRUSHED ROCK PER SECTION 33 05 (0 R. IMM T604r41 WILL CLEARANCE (TYP.) EMBEDMENT FOR WATER LINES 12-INCH AND SMALLER (33 05 10-D101) NOT TO SCALE AUG, 2012 6' MIN. AND - r J I INITIAL 12' MAX \ 1 BACKFILL UTUTY SAND PER SECI'101 33 05 10 BA0(FML Il iI Ti-iiif 1N♦J41.11 NUNri LESS THAN 0R EOUAL TO 15', AND NO GROUND WAVER PRESENT TRENCH (EOTEXTILE FABRIC CRUSHED ROO< PER SECTION 33 05 10 12' MN. ANO 18" rT' MAX. 1KENI31 WALL CLEARANCE (TYP.) TRENCH D©111 GREATER THAN (5', GROUND WATER PRESENT, 0R HATRED 011YL PIPE PER SECTION 33 II 14 EMBEDMENT FOR WATER LINES 16-INCH TO 24-INCH (33 05 10-0102) NOT TO SCALE AUG. 2012 CENNFCTf9 fi CONTINUING SECTION PER PLANS NOTES: 1. 'Y PATEN510N ONLY APPLIES WHERE GATE VALVE VAULTS ARE IN THE VICINITY OF A PROPOSED CLEANING WYE. 2. PROVIDE TEMPORARY INTERNAL PLUG FOR TESTING. 3 WRAP FLANGES IN .ETROLATUM TAPE PER SECTION 33 04 10. 4 FOR DUCTILE IRON WATER MAINS, MJ WIZ SHALL BE RESTRAINED TO ADJACENT PIPE WITH RETAINER M.AMAS ARM NJ YIUG SHALL BE NE3IRAINEU DIRECTLY TO THE RIVING. 5 ALL DUCTILE IRON SHALL BE ARAPPEO IN POLYETHYLENE ENCASEMENT PER SECTION 33 11 11. O WKO 011AU. ONLY 0E LOCATED YA4E•IE R4D5CATC0 ON THE ORAWNGS. STANDARD CLEANING WYE FOR WATER ----- TRANSMISSION PIPE 16" AND LARGER (33 04 40-D136) NOT TO SCALE AUG. 2012 EXISTING SURFACE --I A- BAD(FILL AS APPROPRIATE IF E1-7 MATERIAL E2-7 CONSTRUCTION I - 4A11 020 Q Q • 6' MIN DIA•UI0ON. 6" MAK. FOR PAY rWRPO0CG WIEN BID PER CUBIC YARD. O 6' MIN. DIMENSION. MAX. FOR PAY PURPOSES SHALL RE 6" ON MAINS 24- ANO SUALLER, 0" ON MANS 30" AND LARGER WHEN BID PER CUM YARD. (, 4' MIN. DIMENSKN. 4' MAX. FOR PAY PURPOSES SEMEN BID PER CUBIC YARD. ® CLASS 'E' (1500 P51) CONCRETE 0R FLOWABLE FILL. Pi CURD STOP PER SECTION 33 12 10 2' GALVAMZCD PIPE .1/4' N•.M1 ADAPT AS REWIRED LIDS'ING PRIVATE SOTH(E 10 110Ug 0R BULD4NG NOTES: 1. GONITAOTOn 1i0ALL 0E 10011.10E0 V O0YER METER VAULT WTH PR01ECT1YE GUARD. 2. METER SHALL DE REMOVE) BY THE CONTRACTOR. OINIIECOCR FROM 04-PASS TO PRVAIE SERVICE. SHAWL OE MACE BY 1.1W IM0IV•I. TEMPORARY SERVICE CONNECTION (33 04 30-D133) 1 J, NOT TO SCALE AUG. 2012 EAIBEDIAENT AROUND EETSECTION 33 05 10 ♦ + 4 4 4 ♦ ♦ +• ♦ + ♦ ♦ +• ♦ ♦ + + • + 4 + • + + ++ + +++ + ♦4+4 4 ♦+ ♦♦♦♦ 14♦4 ♦♦ t 4♦♦ ♦++ 4 4 I ••'•, •• •• •• • • ••••+• ♦r41I41- 4 , 44 ♦++• +4 +♦14 • + 4 + + 4 1 + 4 1 ♦ + + + + + + ♦ ♦ + ♦ ♦ ♦ } ♦ ♦ + + 4 + ♦ + + + + Y MIN. BELOW r + + + r + + + FlNLG •Fr DRAfIF + }++++ 4+4+ ♦ 14 ♦ 4 + ♦ ♦ 4+4♦ 4 t• 4 I + 4+ 4 - + 1 + + ♦ + + + + ♦4+ 4+ 4 • ++ t • • + + + ♦ + 4♦ + ,+ 1 !+ 1 4 + • 1 ♦14++ 4I + • + + • ♦ + RETAINER " GLAND S \ , DUCTILE IRON RAJ WYE UPON COMPLETION OF + + CI.EAAINf, REMOVE ♦+ SRESTRAINED POOL PECE ♦ « 4 . ANO PROVIDE MJ PLUG + 4 PER SECTION 33 04 40. ♦ ♦ - - 4211AIN,1 ' CLEANING NYE oN I oOPFD WATER SERVICE ♦ + ♦ ♦ 1 + + ♦♦! 4 a ♦ ♦ + ♦ + ♦ ♦ + • + 4 3' MN. BELOW ♦ ♦++++♦++++ a 4+' FNIS-EP GRADE 4 4♦ + 4 • +1 r 4+4 45.4 t+ • ♦ ♦ 4 4 ♦ + + + ♦ + 4 a♦+ 1♦♦ 4♦ ♦ ♦ 4 4 ♦ 4 4 ♦ ++ +♦ ♦ ♦ ♦ ♦ ♦ • 4 + 1 4 + ♦ 4 ♦♦ 4 ++ ♦ 1 I 1 4♦ 4♦♦♦ EMOEDMENT AROUND 4♦♦ 4 4 4' 1 1 ENTFEIY OF WYE PER ' ♦ IiCTION 33 0510 4 ++♦ 4 1 RETAINER _,4 GLAND NOTES: 1. WTES SHALL ONLY BE LOCATED WHERE INDICATED ON THE DRAWINGS. 2. ALL WATER PIPING 12' AND SMALLER SHALL BE DUCTAL NON 0R PVC. CONCRETE ENCASEMENT (MOD) NOT TO SCALE FEB. 2009 DUCTILE IRON - NJ WYE N0N1'W;' 74T SERVICE UPON COMPLETION OF CLEANING, REMOVE SP0C4. • PIECE AND PROADE ♦ RESTRAINED MJ PLUG PER + • SECTION 33 04 40. 4 ♦4 MJ GATE VALVE PER 33 12 20-0121 HORIZONTAL BLOCKING PER 33 11 00-0130 RESTRAINED NJ PLUG STANDARD CLEANING WYE FOR WATER 6 DISTRIBUTION PIPE 1211 AND SMALLER NOT TO SCALE (33 04 40-D135) 20/2 '//-01 FREESE AND NICWOLS, INC. TEXAS REGISIEREG ENGINEERING FIRM F-2144 TJ 201I Texas Deportment of Transportation dnorth tarrant express bluebonnet contractors, LLC Improving mobility in Texas STATE TEXAS DRAWN BY LIR DISTRICT FT. WORTH V IPFE IRIIA`A w ABC IF it IJI VIOLS FORT WORTH CITY OF FORT WORTH STANDARD DETAILS SHEET C-7 SEG. 15 OF 17 TECHNICAL OF ICE ROM ORDER N0. (ATE 11/09/2012 COUNT TARRANT CLIME', RV N10NMAf MO DOS IH-35W C141ce10l los ES.104I6 MO1e111\02AYU14 - UYlue441 ♦11 user,6Tlr, FII011IVut41AUrOr4 n95\1.3S\CY-OUL-UI-lYPL S.WO 'REV DATE ITT DESCRIPTION PROPOSED ASPHALT PAVING FER TYPICAL SECTION S" PER FT. (TVP) 8 4 U ' K A go, I Elll ill 1�1111111 'II�1il 11 STAINLIZEO SJRCRAPE PER PAVING TIP1cA1 SECTION SAW -CUT (TYP.) EXISTING TREATED SUDGRAI£ (IF ANY) 7 I —I I PROVIDE DENSITY AND THICKNESS 1ESTNG rcn ar3:NVN .12 )t 14 FART 3.6 TACK COAT 2,-0" 32" 6" TAMPED TOPSOIL rrPER SECTION 32 91 19 0 Q RJ Q o III-ILLnr=�1 — 1 �—, P—I, 04 BARS 1'_3" NEW CONSTRUCTION TIVIEM RE/AIR UMIT CONCRETE BASE MATERIAL FOR TRENCH REPAR PER SE'.110N O3 34 10 J�Y r / • 1A �4t �` �hti• 11 _ BAO(F1LL MATERIAL — ASPHALT TO BE PLACED W TWO UFTS VESTING HMAC PAVEMENT '+1A13 •ti+`i F r, 4.4 I. II TRENCH WALL UNDISTURBED SUBCRADE 12" ._ (7 1:., COMPACTED ACCEPTABLE NATIVE RAfl1F111 PER SECTION 31 24 GO -- MINIMUM EXCAVATION OUTLINE FOR STREET CONSTRUCTION #4 x 24' SMOOTH DOYIEL TOP OF 0JR0 — .2 2 / EX ST. // i4 ENTE T ASPHALT 9" HMAC TRANs111oN PER 32 12 16 SEAL WITH - JOINT FILLER TER)F7 1) 1 O C / g o K 11=111=I 11=1 fTj�l i iTi r .I I IJ 1 1 EXISI1N3 SUBCRADE EXPANSION JOINT. FORMED GROOVE ROUNDED TO YI" RADUS WITH Yt° PRFUOLDED EXPANSIC61 JOINT AND SIUCONE JOINT SEALANT 1K" MIN. CLEARANCE - TOP OF PAVEMENT 1 .I 2" MIN. '11;;;111,,111 ,i IPR;IIIT III, 1_11� R11-111-II i-1111-.1111.,ia_ I PROPOSED 17" ,, SUBCRADE PER TYPICAL ROADWAY SECTION BAR STOP 11 I I rI1-1I 1 II DOWEL SLEEVE OR CAP TO FIT DOWEL AND RE SECURED CURS AND GUTTER EXPANSION JOINT NOTE. 6" 2'-0" SEE NOTE 1 1,-4 11" K'- Q, 87 Q _III—�!iil l_ r4 BARS 1'-3" EXISTING STREET PROPOSED SUBCRADE PER TYPICAL ROADWAY SECTION I. 200 LF MAXIMUM SPACING BE1\4EEN CURB AND GUTTER EXPANSION JOINTS. STANDARD CURB AND GUTTER (32 16 13-D534) NOT TO SCALE CONSTRUCTION JOINT WITH SIUCONE .10N1 1£ALAVIT PER 32 13 13-0511 (TIP.) EXISTN0 •REATED 5U9GRADE ANY) ASPHALT PAVEMENT TRENCH REPAIR - RESIDENTIAL STREETS (32 01 17-D520) -�- NOT TO SCALE AUG. 2012 STREWTH AND THICKNESS TESTING :41AL1 DE rsvcAIAco PER SECTION 52 13 13 CLASS H' PAVING PER 13 13 DESIGNATED ON DRAWINGS AUG. 2012 TRENCH REPAIR LIMI15— J(xNTI11G SHALL MATCH CONCRETE AND TOTS LOCATIONS F.%15TIN6 SECTION 32 AN3 TYPES AS CONCRETE OR 11E5' IF CLOSELY A5 POSSIBLE PAVEMENT �4 OARS O ID" O.QE.W. / �TE- '••-"•"T' 1 '..1. FOR CONCRER 5TREEIS < 1( ";..1.4 ,. ;, • i;,,• •J� c:;`} % F,4 :.::„..,;.+ . , YR5 Ol0 LNME49GN X° SHALL • .L:1 ' k1, Y 4, .n1'>;i T .r } •1%1 enf , EXTEND TO END OF PANEL ,o.. L�r%�?cAh4�aaS?.Ik:>c..)„�+i•3.'.��. -- oTNERMSE 'x• SHALL BE 12' BACKRLL MATERIAL TRENCH WALL 10/x16" DEFORMED BARS WELEO AND EPDXIED MITI. 6' INTO EXISTING PAVEMENT 0 18" O.C. (TIP.) -UNOSIURBED 000011.8E CONCRETE PAVEMENT TRENCH REPAIR ^ RESIDENTIAL STREETS (32 01 29-D523) • NOT TO SCALE AUG. 2012 EXISTING TR SUEGRADE TACK COAT 0 j n o ClJ (4 NOTE 1. MINIMUM YOUTH IS 2'-0". MAT(YI r01CTIN: WA01H 11P TO 2'-6" 3" 12" SAW -CUT -\ (TYP.) EATED r 11 I= 1 PROVIDE DENSITY AND THICKNESS TESTING FER SECTON 32 12 15 PARE NA 4 11=-111�'l II. TAMPED 7CP50(1 PER SECTION 32 91 19 COMPACTED ACCEPTABLE SSEECTIOBACKFILL200FER M1111MUU EXCAVATI011 OUTLINE FOR STREET CONSTRUCTION TRENCH REPAIR UTATS CONCRETE BASE MATERIAL FOR TRENC4 REPAIR PER SECTION 03 34 16 ASPHALT TO BE PLACED IN TWO UFTS EXISTING PAVEMENT SACKFUL MATERAL TRENCH WALL 4034 11 I NDICTI !RPM SUBCRADE ASPHALT PAVEMENT TRENCH REPAIR - ARTERIAL & INDUSTRIAL STREETS (32 01 17—D520) NOT TO SCALE AUG. 2012 FREESE AND MONIES, INC. TEXAS REGISTERED ENGPIEIRtl10 FIRM F-2111 n201 0 Texas Department of Ira-spartotion north tarrant ex(Irecs bluebonnet contractors, LLC Improving mobility In Texas r7 rNICHOLS FORT WORTH CROSS SECTION AND CITY OF FORT WORTH STANDARD DETAILS STATE TEXAS DRAKN Br LL01 DISTRICT FT. WORTH DESICVED BY ABC SHELI C-8 SEQ. 16 OF 17 TECHNICAL OFFICE WORK ORDER NO. DATE 11/09/2012 COUR TARRANT CHECKED BY I HIGHWAY NO DOS IH-35W GE Ic91ntl05 Csn D41e ucte111\04\2U12 - U3114132 111 ueere Or H14111VIt11\Uro9,ng;\1.3o\UV-UIL-UI-ITPL04.or RrV DATr RI BFSCRIPTION r EX. 16" RCCP P-303 CL151 WL (X-9394) CUT EX. PIPE INSTALL) BELL RING AND BELL ADAPTER FROM HANSON OR APPROVED EQUAL AT STA 0.95 (X-9394) POLYETHYLENE ENCASEMENT NEW CUCTILE \ IRON PIPE _LiBUTT STRAP ____ _[ . I `\- FLANGE ISOLATION KIT 5' PROP. 16" D. I. WL CONCRETE BLOCKING STA 1.00.00 CONFLICT 78 & 79 WEST CONNECTION NOT TO SCALE BUTT STRAP B V HANSON JOINT ADAPTER OR APPROVED EQUAL APPLY PETROLATUM TAPE RUBBER GASKET FIELD APPLIED CEMENT MORTAR DUCTILE IRON PIPE TO RCCP BELL ADAPTER NDT TO SCALE `-EXISTING RCCP (B-303) PIPE BELL POLYETHYLENE ENCASEMENT NEW DUCTILE IRON PIPE PROP. 16" D.I. WL BUTT STRAP Fr __-4 I \FLANGE ISOLATION KIT EX. 16" RCCP P-303 CL151 WL (X-92501 .v CONNECT EX. BELL JOINT AT STA 9+71.28 WITH RCCP BELL ADAPTER (X-9250) (FIELD VERIFY) CONFLICT 78 & 79 (7) EAST CONNECTION NOT TO SCALE B V BUTT STROP HANEON JOINT ADAPTER OR APPROVED EQUAL APPLY PETROLATUM TAPE REPLACE EXISTING RUBBER GASKET CEMENT MORTAR `LA1511NG MCI' FREESE AND NICIOLS. NC. TEXAS REGISTERED ENGINEERING FIRA F-2144 �2m1 Ar Texas Department of Transportation north tarrant express bluebonnet contractors, LLC (B-303) PIPE SPIGOT Improving mobility in Texas FIELD APPLIED CEMENT MORTAR DUCTILE IRON PIPE TO RCCP SPIGOT ADAPTER . L.. NOT TO SCALE rm NICHOLS FORT WORTH CONNECTION DETAILS SHEET C-9 SEQ. 17 CF 17 TECHNICAL OFFICE W01K ORDER NO. DATE 11/)9/20t2 STATE DISTRICT COUNT TEXAS FT. WORTH TARRANT DRAWN BY AFSIF.IIFn RV F.NFIKFA RY I NI0N*.AI NA LAIR ABC DOS IH-35W Dff100)0110S CSJ1041( DOtel11\03\2U12 ' 02tlli44 PM USerilfrrli/Ft\utll\Drowings\l•.7S\CV-MIL-Gr-IYPLOS.(GA City of Fort Worth Estimate Conflicts: 78, 79, 80, 183 820-U-0506-0004 Eligibility Ratio 100% February 13, 2013 (Estimated Direct Costs for City of Fort Worth 'Estimated Direct Costs for Bluebonnet Contractors, LLC 'Estimated Indirect Costs for City of Fort Worth !Estimated Indirect Costs for Bluebonnet Contractors, LLC 'Total Estimated Cost for 'Like -Kind' Relocations 'Total Estimated Cost for Betterment Extention 'Total Project Cost Estimated Amount to be Reimbursed to City of Ft. Worth: $ 42,217.02 1 1 $ 821,262.15 ! 1 $ 42,217.02 I 1 $ 120,507.24 1 $ 983,986.41 1 1$ 51,418.80 I $ 1,035,405.21 I Conflicts 'Description 78 & 79 (Like Kind) Conflict 78 & 79 - Estimated Costs for Civil Construction ' Quantity' Unit ' Unit Price ' Subtotal 1 16" Water Line by Open Cut 267 LF $ 120.00 $ 32,040.00 36" steel Casing Pipe Installed (bore) 557 LF $ 540.00 $ 300,780.00 16" Water Line Carrier Pipe 557 LF $ 120.00 $ 66,840.00 2" Water Service Relocation 1 EA $ 1,000.00 $ 1,000.00 2" Water Service 1 EA $ 500.00 $ 500.00 16" Gate Valve 4 EA $ 5,000.00 $ 20,000.00 8" Blow Off Valve Assembly 1 EA $ 8,000.00 $ 8,000.00 Connect to Existing 16" Water Line 2 EA $ 4,000.00 $ 8,000.00 1 Hydromulch 267 LF $ 3.00 $ 801.001 Remove Existing Blow Off Valve and Vault 1 EA $ 1,000.00 $ 1,000.00 1 Remove Existing Gate Valve and Vault 2 EA $ 1,500.00 $ 3,000.00 Cut and Plug Existing 16" Water 6 EA $ 800.00 $ 4,800.00 Grout Existing Water Line 25 CY $ 120.00 $ 3,000.00 Trench Safety 267 LF $ 1.00 $ 267.00 , Construction Subtotal $ 450,028.00 Incidental Costs $ 67,504.20 Construction Total $ 517,532.20 Conflict 78 - Betterment Facilities Only 'Description ' Quantity' Unit I Unit Price ' Subtotal I 'Extention of 16" DIP Water Line (open cut) 73 FT $ 120.00 $ 8,760.00 I 'Install 16" Gate Valve 1 EA $ 5,000.00 $ 5,000.00 'Extention of 36" Steel Casing (bore) 8 FT $ 540.00 $ 4,320.00 78 Install 16" Water Line in Carrier Pipe 8 FT $ 120.00 $ 960.00 Betterment New Easement 3460 SF $ 3.00 $ 10,380.00 Easement Acquisition Costs 150 HRS $ 100.00 $ 15,000.00 IHydromulch 73 FT $ 3.00 $ 219.001 'Trench Safety 73 FT $ 1.00 $ 73.00 1 Betterment Subtotal Costs $ 44,712.00 Incidental Costs $ 6,706.80 Total Estimated Betterment Costs $ 51,418.80 80 183 BBC Conflict 80 - Estimated Costs for Civil Construction ' Description 1 Quantity 1 12" Water Line by Open Cut 24" Steel Casing Pipe Installed by bore 12" Water Line Carrier Pipe Connect to Existing 8" Water Line Connect to Existing 12" Water Line 12" Gate Valve Hydromulch Cut and Plug Existing 8" Water Temporary Water Service Grout Existing Water Line Trench Safety Asphalt Pavement Repair Curb and Gutter Repair 195 440 440 1 1 3 111 2 1 4 190 105 20 Unit 1 Unit Price 1 Subtotal LF $ 90.00 $ 17,550.00 I LF $ 360.00 $ 158,400.00 LF $ 90.00 $ 39,600.001 EA $ 1,500.00 $ 1,500.00 EA $ 2,000.00 $ 2,000.00 EA $ 2,400.00 $ 7,200.00 LF $ 3.00 $ 333.00 EA $ 500.00 $ 1,000.00 LS $ 12,000.00 $ 12,000.00 CY $ 120.00 $ 480.00 LF $ 1.00 $ 190.00 SY $ 60.00 $ 6,300.001 LF $ 20.00 $ 400.00 i Construction Subtotal Incidental Costs Construction Total Conflict 183 - Estimated Costs for Civil Construction 'Description ' Quantity' Unit 8" Water Line by Open Cut Connect to Existing 8" Water Line Hydromulch Cut and Plug Existing 8" Water Grout Existing Water Line Trench Safety Estimated Indirect Costs BBC 1 Description Plan Design (Freese & Nichols) Plan Review 'Project Inspection JBBC Overhead 200 2 200 2 3 200 LF EA LF EA CY LF Construction Subtotal Incidental Costs Construction Total ' Unit Price ' $ 60.00 $ 1,500.00 $ 3.00 $ 500.00 $ 120.00 $ 1.00 1 Quantity' Unit 1 Unit Price 17 SHTS $ 40 HRS $ 120 HRS $ 1 LS $ Total BBC Indirect Costs Estimated Indirect Costs City of Ft. Worth 'Plan Review 40 FTW 'Project Inspection 120 'City Overhead 1 4,000.00 125.00 105.00 34,907.24 $ 246,953.00 $ 37,042.95 $ 283,995.95 Subtotal $ 12,000.00I $ 3,000.001 $ 600.001 $ 1,000.00 $ 360.00 $ 200.00 17,160.00 2,574.00 19, 734.00 Subtotal 1 $ 68,000.00 $ 5,000.001 $ 12,600.00 $ 34,907.24 HRS $ 150.00 $ HRS $ 120.00 $ LS $ 21,817.02 $ 120,507.24 6,000.00 14,400.00 21,817.02 Total Ft. Worth Indirect Costs $ 42,217.02 City of Fort Worth / 820-U-0506-0003 Eligiblity Ratio: 100% Conflicts 82, 83, 84, 85, and 159- (Estimated Direct Costs for Bluebonnet Contractors, LLC 'Estimated Direct Costs for City of Fort Worth (Estimated Indirect Costs for Bluebonnet Contractors, LLC 'Estimated Indirect Costs for City of Fort Worth 'Total Estimated Relocation Cost Eligiblity Ratio: 100% Estimated amount to be reimbursed to Fort Worth: $ 58,386.00 $ 876,720.00 N I$ - I $ 111,486.00 I $ 58,386.00 I $ 1,046,592.00 I Indirect Costs for Bluebonnet Contracors, LLC 'Description , Qty I Unit 'Design Fees (Plan Review I Inspection IBBC Overhead Unit Price 354 HR $ 150.00 1 $ 30 HR $ 85.00 I $ 120 HR $ 100.00 $ 1 LS $ 43,836.00 $ 'Indirect Costs for City of Fort Worth I Description I Qty I I Plan Review 'Inspection 'Fort Worth Overhead 30 120 1 Unit HR HR LS I Total I $ $ $ $ Subtotal 53,100.00 I 2,550.00 I 12,000.00 1 43,836.00 1 111,486.00 Unit Price I Subtotal Total 85.00 I $ 100.00 $ 43,836.00 $ I i 2,550.00 12,000.00 43,836.00 1 58,386.00 i r� Fumakk N I N ILI1IYRF OCATI ON, CONFLICTS 78,79, 80, & 183 NING I IN 4, DCsIGN `UB\11TT \L OPINION 01 PROBABLE_ CONS I RLICA ION COST NO\C\IRCR6,2012 ESTIMATOR ABC CHECKED BY RHM ACCOUNT NO CSJ10416 ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL Conflict 78/79 16" Water Line by Open Cut 36" Steel Casing Pipe Installed by other than open cut 16" Water Line Carrier Pipe 2" Water Service Relocation 2" Water Service 16" Gate Valve 8" Blow Off Valve Assembly Connect to Existing 16" Water Line Hydromulch Remove Existing Blow Off Valve and Vault Remove Existing Gate Valve and Vault Cut and Plug Existing 16" Water Grout Existing Water Line Trench Safety Easements (Conflict 78/79 TOTAL Conflict 80 12" Water Line by Open Cut 24" Steel Casing Pipe Installed by other than open cut 12" Water Line Carrier Pipe Connect to Existing 8" Water Line Connect to Existing 12" Water Line 12" Gate Valve Hydromulch Cut and Plug Existing 8" Water Temporary Water Service Grout Existing Water Line Trench Safety Asphalt Pavement Repair Curb and Gutter Repair !Easements (Conflict 80 TOTAL 340 LF $120.00 565 LF $540.00 565 LF $120.00 1 EA $1,000.00 1 EA $500.00 5 EA $5,000.00 1 EA $8,000.00 2 EA $4,000.00 340 LF $3.00 1 EA $1,000.00 2 EA $1,500.00 6 EA $800.00 25 CY $120.00 340 LF $1.00 CONSTRUCT bN SUBTOTAL: CONTINGENCY CONSTRUCTION TOTAL 3,320 l SF EASEMENT TOTAL $40,800.00 $305,100.00 $67,800.00 $1,000.00 $500.00 $25,000.00 $8,000.00 $8,000.00 $1,020.00 $1,000.00 $3,000.00 $4,800.00 $3,000.00 $340.00 $469,360 15% $70,410 $10.00 195 LF $90.00 440 LF $360.00 440 LF $90.00 1 EA $1,500.00 1 EA $2,000.00 3 EA $2,400.00 111 LF $3.00 2 EA $500.00 1 LS $12,000.00 4 CY $120.00 190 LF $1.00 105 SY $60.00 20 LF $20.00 CONSTRUCTION S JBTOTAL: CONTINGENCY $539,770 $33,200.00 $33,200 $572,970 $17,550.00 $158,400.00 $39,600.00 $1,500.00 $2,000.00 $7,200.00 $333.00 $1,000.00 $12,000.00 $480.00 $190.00 $6,300.00 $400.00 $246,960 15% $37,050 CONSTRUCTION TOTAL $284,010 �SF ! $10.00 ! $0.00 EASEMENT T TAL $0 $284,010 Page 1 of 2 rinFISKE. NTL LITLI1 Y RLLOCATI1N, CONFLICTS 78,79, 80, & 183 •gS CSJ ENGINEERING FINAL DESIGN SLIM (1 TAL OPINION 01 I'ROBAE3LL CONS(RLIC1 ION COST NO \ E\ MER 6, 2012 ESTIMATOR ABC CHECKED BY RHM ACCOUNT NO CSJ10416 ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 8" Water Line by Open Cut Connect to Existing 8" Water Line Hydromulch Cut and Plug ExistinR 8" Water Grout Existing Water Line Trench Safety Easements (Conflict 183 TOTAL Conflict 183 200 LF $60.00 2 EA 1 $1,500.00 200 LF 1 $3.00 2 EA 1 $500.00 3 CY 1 $120.00 200 LF 11 $1.00 CONSTRUCT bN SIJBTOTAL: CONTINGENCY 15% CONSTRUCTION TOTAL SF EASEMENT T TAL $10.00 $12,000.00 $3,000.00 $600.00 $1,000.00 $360.00 $200.00 $17,160 $2,580 $19,740 $0.00 $0 $19,740 Page 2of2 Improving mobility in lexus Texas F epartment ransportation sn , express SPECIFICATIONS (PLEASE SEE CD IN FRONT POCKET OF ASSEMBLY) 820-U-0506-0004 F -'iet contractors, LLC In )roving,I101)ilityinTexas L/. s 1 r ,� �1i�!'r'JJ Lr'.rrJ.L r express I i 44- Texas F partment ransportation BOND INFORMATION TO BE INCLUDED LATER ONCE CONTRACTOR HAS BEEN SELECTED 820-U-0506-0004 tuebonnet contractoo Improving mobility in Texas • rtaidlo APrTexas Department of Trnnsportntinr� Ir‘r.'"7"414**/ s.i. 1 \ 'Lt . "' n J�' ��l� 1��' , express/ r _ is ! t U-48 STATEMENT OF WORK NOT APPLICABLE 820-U-0506-0004 di „.0 icb1S H 0,640 I • • MN 111 • j11•== On • • Ion • / / d Lot I.Block 44 ne leual ?"-insl 1 Creel: P.R.T.C.T. buppod paned d owner: HUNT -WOODBINE REALTY CORPORATION (Remainder of Traci D-0 Document Number DI97236729 0.P.R.T.C.T. REMAINDER Block 44 Sioneglen al Fossil Creek VOL. 368-188, PG. 39 & 40 P.R.T.C.T. spPr1 iv sl!‘41 D/V bup,:od paned h • V I • . “•I,I . -1 ___n__ •••••''''•'....•••“"••••••4}.••••••••••••••••"'544:'•••imolB•Mm.•••11•••=••••••1••••••••••••••••••••• :7 EXIST-ING 1 Ks aos 9015 L Lot I,Llock 4 qpicgaral Fos OE,__&88-197,P• - - LJ \\ 11 I 6PPI,od PP,od n/ERGESCY ACCESS ILIT41g.SEVEI/T buplaDd Pa • Od • 26' ek EAVE1/0. I.CCE SS 4. o 1.17/1/7y EA9ekt.m. 1eIPI n PROPOSED WATER CONFLICT 79 FAD l/2R 0 e EXISTING WATER LINE TO BE ABANDONED CONFLICT 78 CITY OF FORT WORTH TARRANT COUNTY ••••••111:=1•1•••• END 3/4. /R • (4. Z. 03 C 167-6 '- iLP.,g8;?8r6D9 • . p : 0-1 ST A • 458 r Part 2 PARED/671OL d 0 `-' &F) 7--- In ...• 2t-9- I CO 1 -er1 0 d, North ••••••••=•• 0 C4 el P-60 V01.4036122.466 DR.T.C.1 6' TH05 1 0R4111ASE ESA(T 4.7084,P82255 aRTE.T. a r TH03 UTILITY BASE LINE PROPOSED mmormr•.••••• 58000 CBS0CD.7.40. 585.00 .,015' 36'E - R•11.284.16' / /0 Part2_ --7F/IRCEL /67 Ports sr A. 581.00.00 3 151.33' RT C /67'- •••••••••••mm••=••••••1• L0702'15* MO r- •""" 024 •••• (EXISTING 1-35VI RAW. \ • rid) PT STA579 84.52 N89'14'021' 5r 202.75' RT 51.42' "" * 115.48' • J150W5 LAE.. P:MPQSED RDA& ALvEsS DENIAL UN I-35W Curve Radius Delta Length ' Chord Bearing Distance . C I86-3 /1634J6 C 167-3 11284J6' or 29' 5r OW 294.94' 5 Or 19' 44' E 294.94' C 167-6 7617.44' 00' 38' 2r (LI. 84.99' N Or 05' 09'W 84.99' N 45'58'W 21021' 0i41 h BopliS 01,7045,P .1085 6,0,DDe.ta F ST A551.00.00 202.75' RT d 1 / • J.A.WA"L • • Ems 003•E 12.9 f1•0 1/1-04 A: 88'1 47';2•E D.ODUM SURVEY (BEGI)! AOL PARCEL 31 1-3571 ST 559.8054 294.38' LT 1-820 ST A665.28.02 0314.72' LT 1-3511, STA- 590.3680 238.60' LT 1-820 ST A 664.79.14 2857.72' LT di • 45-E •I I • L./01.56' H02 6•64.3914•IRI.1 1 1 1 tri 1 A-I184 Tract I owner: The Ruth Roy & H.L.Hunt Foundation VOLUME 9498. PAGE 1906 The. Ruth Foundation VOLUME 9490, PAGE 75/ D.R.T.C.T. 95 laggiEBERINE 5030,ErOFE (07i.59' • • • -411- • -14161sbIttriln" • "Th- • • 15' 0RM/46E ESMT. .2444/17 CT ..1.4C•F- • •-•.-.•-• 4.• NO013'50'W 629.66' /29.557 50.Fr. EXISTING I-351N R.O.W. PROPOSED WATER' CONFLICT 78 S 00° 45' 58" E di.. #57'22"E Part I L /67-/ N 89' 33' E T 1105A,airD/6427.64,80.67.65,70?'90 45.68i SCLFT. Line Bearing ••••••••••••im•••••=•••••IMI•••••••••••=1•••••••••••••••••1•1••••••••••••••••=•• SOCr35'36'E 81123' • di 15. Uf-• ST A585.53.97 22622" RT NO745'58'W 389.33' Lot h Fort Wor Beals' Church Ads VOL, 388-1E6. PG.97 ER S -1738 \ OR 1 1 1 1 1 . \ o 1 • r• - \ 1 ST 4.584.89.33 202.75' Rr \ - 0 di 0840254'57'E 07'21'52-7W 4.36565' CD•36540 di d P PNCEL - 16T Part I & 161 Part 2 STA, 581.1816 25.379' Rt. (BEGIN AOL PARCEL 16r oeii END AOL 161 Pori 2) 000 0 04 10 0E. 10h's A'o() 5904'30 freafitifSRVEY .500'35.36rE 631-37' FlIrOCE i7"..41•31. WY. FA' /4- IR 97 BEAR! 5 f 42.. E. 3 A CB-02'416'26T CD•255.70 _.:..4.0 04'48'11;1J L•255.7y R•2884.78' 4 •• NO074'02E 1048.08' - - -.......ii .."-".....--hti.. -.. .4S..stwri.diszt.errAn.. I \ ST A591.73.40 249.57' RT 113,141 SO. F T (0 FAD r IP PPPOSEQ ACW5S DENIAL LINE Part 2 owner: PROLOG'S, o Maryland real estate, investment /rust Document Number D208072130 30' PIPELINE ES1,IT CROSSTEX NORTH TEXAS GATHERING LP Document Number 0207002634 0.P.R.T.C.T. 30' PIPELME ESMT ENTERPRISE TEXAS PIPELINE Document Nun ,r 6209279562 C.P.'?;- CT. • \\ \ PARCEL /67 Part 2 STA. 577.84.38 935.05' RT • County Rood 4048 (30' ROW VOL. ...558-:166. PG. 97 P.R.T.C.T. 0 0 .7-aismor1or- C1,5 50 100 150 imm••••••1 P.O.0 PARCEL.-- 16T Port I & 161 Part ? STA: 589.14.20 STATC I TIOCAM. PROJECT TOO. IC X AS COUNTY I CON T. ISCC T. I JOe 0411 110. tntr.140. • Lot 3 datJ2 Lot I 5' UTILITY EASEMENT ILO 14 Lot 4 5'U7IL17Y EASEMENT LL1)5 `z ' BUILDING NE1 cols (O'R410f)0AW>t. Vol.388•R Po 36 50035'45'E 798.0r 25' BUILDING LINE a Lot 3 ppi�pp $$ pp -- ACC�SEAEN A��NE 9 ,, C /69 I �5' UTILITY EASEMENT r VOL.388-R. PG.36 I NO0'35'45'1 79801' %• I 'EHD • , a 651,7P34 — PARCEL /70A1 y:ri.25' LT / if G:J LA /6 rn N2 Cl r41 VIAi 652.3 307,3 s� Lt, PARCEL '7 4- \ 63.1 R STA,• 252'3826. r tTlJ Lot 8 LI PAR) Lot 8 Lot 1 W ` d sEE DErAJL / 36,957 SO. FT. owner: Lots I through 8,Biock 2 Vo1.12028. PQ 96 D.R.T.C.I . di • S 00 650.00 di. Lot 7 (, J got l0 } M 1 ly litl/s Addition Vol.388•R,Pq 36 S89'09'1 I 2103' FAO,/7 rR 8�,145/ 5/!'HEAT ,RF REA45 / 55709WW 05T. / 4s!O el!taloc Lot 7 L • L_ l � Lot 5 Ql Lot 11 25 BUILDP/G IUt __.. I) I\— ) l ) MnnaII' t Lol l2 Lot 4 5' UTILIT-Y EASEMENT 5'UTILITY EASEMENT Lot 13 Block 3 cols (60' RDJYJ tit 0 S00'35'45'E 798Dr'pis '! d45 S0035'45 E 798,01' di 6289 bu.FT. owner: Honuman l Hospitalittyy Inc. Document Number D206408292 0.P.R.T.C.T. PROPOSED WATER CONFLICT 80 PROPOSED 8, 1dl7 11 w d, • Il: 25' BUILDING LINE Lot 5 Block l CD'5421I£41od D L/ A0,0r21'25' tL1.1 N00'35'45'W 54i1Dt XI_ TING I.35W =) nod dl• 655.00 cnDETAIL FOR ACCESS ;, '^ DENIAL L/NEJ'A EL 170 dl • Stole or Texas Vo1.4077, Pog.14 DR,T,C,T, 5/@'9000BEAT75 (5705T BEA55 55 PARCEL /70A1 51o.652.55b1 �J786' LT D NNL SE7 (BEGIN AOL rArca mkt Sto.652.95.59 20673' LT PK NA'( SET Curve Radius Deno Length Chord Bearing Distance 37488' t. lb-( T C 170B-3 22.898.3, OCT 2r 1E' (Lt) 141.6r S 00 18' 54'W 141br IaM TH2O Site 6A,B/ock 2 Great Southwest Industrial Pork of Fort Worth • GS.C.Mork 4' Vol.388'9 ,Pq.56 [111, 9o's R'25. O' cz4 (4 L —S007f'6 rE—479:62' - W2 FAD 5/6,5 K'/C,5 / -RR09.550457R Le39.R,25,,!pM 6u;ulo158 Site 2. Block 2 (real Southwest /nduslr el Pork 1 ` Fort Worth - GSG.Muk 4' Vol. 38n� 8 P,iq.516 CI 5100 1 D=nod 1=1D1 c ODIC Ie1,u1' dl •; 6u!vod P.anod dl • (BEGIN ADL PARCEL 170B)1 (END ADL I PARCEL /7QA1 I SIAbS •80 1 I )98b0' LT 1 Lot 3 Alono lsa St. Lol u o LOt I 25' BUILDING LINE Lot 2 Gd ti w Lot /6 h i FAD vrr5, /.-AAR�CCEL 1708 TA.» 660.34.60 17.54'Lt. Lot 1 h !/ 114,43 C 1708.3 * _ 5000817'W I • N00-35'45'W f 256.00' ��•c 1 4200' (END ADL rPA.B. s� PARCEL 1 198J6' .1. 5TA659'2222 S89'09'15111 98/6' LT 0 ! S \- Fh'D ARCEL 170B) ire ni [7.� EXISTING WA ER LINE TO BE ABAN ONED 593 SO.FT. owner: CONFLICT 84 Rokesh R.Patel and Amish R.Patel Document Number 0208151242 �j A' 1 Slate of Texas l 1-365I' ' V6T 31,P4.52r y dl « y d� s t � 4.31' UTILITY I _ BASE LINE d I" TY OF FORT WORTH ; TARRANT COUNTY sAU•n'5rE 30D4' % ,-5.— W2-- -3/3,82'EXISTING R0INFAD�q"t'ssr<`c 1 .145 Land Company WI). -- On Land Comp ry,INC. InsirumenLNumber 02C�I 16065 D R.T,C.T. Site B, • lock 6R eat Soutlw Fort Worth • GS.C. Mork N Cob. �TT8190 BUM S A-ll8 dl • FA'tl15/6 rP � IFt M%CN FNO 5/6(R 8/CAP '0700598at7A' O 6upi,5d panod 1.1 rib 1, I 1, 660 *-00,/ — d,.dd d, -/ li CIO IgleSio &IWO Geismar); Addition Mercantile Portn Vol.11752. Pgg. /9 D.R.T.C.T •36.65 57'36-E 2°4 doTd,d I dwdlaj //4 (VARIA/Bi4/RA /56 .75051 oilei do,d0a Stole of Texos evommlow (41.061 T TA 6 STAR I TEXAS TAINTAXif COUNTY OMIT. SECT. .138 11.111.1 10. .17 HITT. NO. bluebonnet contractors, LLC Improving mobility in Texas / _ az i \:, 0 Atir- lib?. 'rill] r � s , 9pessj ArTexas partment of Transportation INSURANCE INFORMATION TO BE INCLUDED LATER ONCE CONTRACTOR HAS BEEN SELECTED 820-U-0506-0004 bluebonnet contractors, LLC Improving mobility in Texas Texas F partment ransportation 14174* \ ..1 4:A9 iEt.r.fy express I CITY OF FORT WORTH ABANDONMENT LETTER NTE CONFLICTS 78,79,80, AND 183 820-U-0506-0004 FORT WORTH® rt Worth twetzl All -America City tllll`' 1964 •1993 • 2011 Attn: Mr. Donald C. Toner Jr. SR/WA From: Andrew T. Cronberg, PE Date: January 9, 2013 Subject: City of Ft. Worth Water Facility Abandonment Dear Mr. Toner, The City of Ft. Worth requests that portions of the water facilities that are not being removed according to the plan set be abandoned in place. During the utility adjustment the permanent vacated facilities to remain 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. The facilities to be abandoned consist of four (4) water lines, NTE Conflicts 78, 79, 80, and 183. • Conflicts 78 and 79 o 16" RCCP pipe in a 36" steel encasement pipe approximately 25 years old o Currently active and in good working condition o Begin: N=6994395.68, E=2333208.94; End: N=6994399.20, E= 2333553.45 o Typical Offset from: PL= Perpendicular Hwy. Crossing; CL= Perpendicular Hwy. Crossing The proposed abandonment is located at IH-35W and Fossil Creek Blvd. at NTE BL STA 587+90. • Conflict 80 o 12" Cast iron pipe approximately 35 years old. o Currently active and in good working condition. o Begin: N=6987212.79, E=2333190.29; End: N=6986890.15, E= 2333649.83 o Typical Offset from: PL=Angular Hwy. Crossing; CL=Angular Hwy. Crossing The proposed abandonment is adjacent to the IH-35W NTE Utility BL STA 660+00 to STA 663+00. • Conflict 183 o 8" PVC pipe approximately 10 years old. o Currently active and in good working condition. o Begin: N=6991486.64, E=2336499.69; End: N=6991037.78, E=2336505.37 o Typical Offset from PL=10'; CL=190' The proposed abandonments are located along the IH-35W corridor from NTE Utility BL STA 583+00 to STA 663+00. WATER DEPARTMENT AMINISTRATION DIVISION THE CITY OF FORT WORTH * 1000 THROCKMORTON STREET * FORT WORTH, TEXAS 76102 817-392-8240 * FAX 817-392-8195 C« Printed on recycled paper This abandonment shall not be construed as a change in ownership of the facility. The City of Ft. Worth will be responsible for maintaining abandonment facility records, offset from property lines, coordinates, and the type, quantity, and size of abandoned material. The City of Ft. Worth 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 known hazardous material associated with this proposed abandonment. Signed, ,7-1Z 2' Andrew T. Cronberg, PE Assistant Director Fort Worth Water Department //2S//3 i Date Attn: Mr. Donald C. Toner Jr. SR/WA From: Andy Cronberg, PE Date: February 13, 2012 Subject: City of Ft. Worth Water Facility Abandonment Dear Mr. Toner, The City of Ft. Worth requests that portions of the water facilities that are not being removed according to the plan set be abandoned in place. During the utility adjustment the permanent vacated facilities to remain 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. The facilities to be abandoned consist of four (4) water lines, NTE Conflicts 78, 79, 80, and 183. • Conflicts 78 and 79 o 16" RCCP pipe in a 36" steel encasement pipe approximately 25 years old o Currently active and in good working condition o Begin: N=6994395.68, E=2333208.94; End: N=6994399.20, E= 2333553.45 o Typical Offset from: PL= Perpendicular Hwy Crossing; CL= Perpendicular Hwy. Crossing The proposed abandonment is located at IH-35W and Fossil Creek Blvd. at NTE BL STA 587+90. • Conflict 80 o 12" Cast iron pipe approximately 35 years old. o Currently active and in good working condition. o Begin: N=6987212.79, E=2333190.29; End: N=6986890.15, E= 2333649.83 o Typical Offset from: PL=Angular Hwy. Crossing; CL=Angular Hwy. Crossing The proposed abandonment is adjacent to the IH-35W NTE Utility BL STA 660+00 to STA 663+00. • Conflict 183 o 8" PVC pipe approximately 10 years old. o Currently active and in good working condition. o Begin: N=6991486.64, E=2336499.69 ; End: N=6991037.78, E=2336505.37 o Typical Offset from PL=10'; CL=190' The proposed abandonments are located along the IH-35W corridor from NTE Utility BL STA 583+00 to STA 663+00. This abandonment shall not be construed as a change in ownership of the facility. The City of Ft. Worth will be responsible for maintaining abandonment facility records, offset from property lines, coordinates, and the type, quantity, and size of abandoned material. The City of Ft. Worth 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 known hazardous material associated with this proposed abandonment. Signed, Andrew T. Cronberg, PE Assistant Director Fort Worth Water Department Date Sign Name: (UM) Sign Name: (Develo NTE-USO-UDC Rev. 9/2009 Page 1 of 1 Utility Manager: Date plans received: Utility Company: Assembly "U" number: Type of Utilities: Date on Utility's plans: No. of sheets in Utility's plans: Developer's Utility Manager Utility No Conflict Sign -Off Form Scott Stockburger 'F November 9. 2012 City of Fort Worth R20-U-0506-0004 Water Distribution November 9. 2012 17 Sheets I, Scott Stockburger, PE the Utility Manager (UM) working on behalf of the Developer (NTEMP) certify that a review of the above referenced Utility plans concerning the proposed highway improvements on the NTE Proiect 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, Texas Administrative Code, Section 21.31 — 21.56 of the Utility Accommodation Rules. ❑ Check box if there are any areas of concern and insert comments below: Print Name: (Utility Manager - UM) Scott Stockbiirger. F Date: ‘1Z7/1461;//7</(//kr Date: 1PC— Date: (7A7?(//. T 's form must be completed/signed and included in each Utility Assembly submitted to the Texas Department of Transportation. NTE-USO-UDC Rev. 9/2009 Page I of I Utility Manager: Date plans received: Utility Company: Assembly "U" number: Type of Utilities: Date on Utility's plans: No. of sheets in Utility's plans: Developer's Utility Manager Utility No Conflict Sign -Off Form Scott Stockhuraer. P.E February 7. 2013 City of Fort Worth 820-U-0506-0004 Water Distribution February 7. 2013 17 Sheets I, Scott Stockburaer, PE the Utility Manager (UM) working on behalf of the Developer (NTEMP) certify that a review of the above referenced Utility plans concerning the proposed highway improvements on the NTE 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, Texas Administrative Code, Section 21.31 — 21.56 of the Utility Accommodation Rules. ❑ Check box if there are any areas of concern and insert comments below: Print Name: (Utility Manager - UM) Sign Name: (UM) Sign Name: (Developer) Scott Stockhuraer. P.E. Date: Date: d s //J Date: This form must be completed/signed and included in each Utility Assembly submitted to the Texas Department of Transportation. NTE-USO-UDC Rev. 9/2009 Page 1 of 1 Developer's Utility Design Coordinator Utility No Conflict Sign -Off Form Utility Design Coordinator: H. Scott Colter, PE Date plans received: February 7, 2013 Utility Company: City of Fort Worth Assembly "U" number: 820-U-0506-0004 Type of Utilities: Water Distribution Date on Utility's plans: February 7, 2013 No, of sheets in Utility's plans: 17 Sheets I, the Utility Design Coordinator (UDC) on behalf of the Developer (NTE Mobility Partners) certify that a review of the above referenced Utility plans concerning the proposed highway improvements on the NTE 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 Developer -Managed Utilities. Any design changes to the NTE roadway after the signing of this form will be coordinated through the Developer's Utility Manager and the affected Utility Owner. [1 Check box if there are any areas of concern and insert comments below: Print Name: (UDC) Sign Name: (UDC) Utility Coordination Firm Name: H. Scott Colter. P.E. Utility Design Coordinator (UDC) CSJ Engineering Associates, LLC Date: 2 ' 7- 70/3 Date: Z - 7- 70/3 This form must be completed/signed and included in each Utility Assembly submitted to the Texas Department of Transportation. NTE-USO-UDC Rev. 9/2009 Page 1 of 1 Developer's Utility Design Coordinator Utility No Conflict Sign -Off Form Utility Design Coordinator: H. Scott Colter. PE Date plans received: November 09. 2012 Utility Company: City of Fort Worth Assembly "U" number: 820-U-0506-0004 Type of Utilities: Water Distribution Date on Utility's plans: November 11. 2012 No. of sheets in Utility's plans: 17 ShP .ts I, the Utility Design Coordinator (UDC) on behalf of the Developer (NTE Mobility Partners) certify that a review of the above referenced Utility plans concerning the proposed highway improvements on the NTE 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 Developer -Managed Utilities. Any design changes to the NTE roadway after the signing of this form will be coordinated through the Developer's Utility Manager and the affected Utility Owner. ❑ Check box if there are any areas of concern and insert comments below: Print Name: (UDC) Sign Name: (UDC) Utility Coordination Firm Name: H. Scott Colter, PE Date: Utility Design Coordinator (UDC) / "Ic : G . Date: //It-20/a CSJ Engineering Associates, LLC This form must be completed/signed and included in each Utility Assembly submitted to the Texas Department of Transportation. 7bluebonnet Contrnrtnrc f E Improving mobility in Texas Texas F partment ransportation 7 � /s eprss PROPERTY AFFIDAVIT NOT APPLICABLE 820-U-0506-0004 )bluebonnet contractors, LLC Improving mobility in Texas Texas ADepartment of Transportation /j 1174.14 e�presriarr_4 TxDOT JOINT USE ACKNOWLEDGEMENT SIGNATURE SHEETS NTE CONFLICTS 78,79,80, AND 183 820-U-0506-0004 Form ROW-U-JUAA-NTE Rev. 9/13/07 Replaces Forms D-15-24A and D-15-80A GSD-EPC Page 1 of 2 UTILITY JOINT USE ACKNOWLEDGEMENT REIMBURSABLE UTILITY ADJUSTMENT U-Number: 820-U-0506-0004 District: Forth Worth Highway: IH 35 / IH 820 County: Tarrant WHEREAS, the State of Texas, ("State"), acting by and through the Texas Department of Transportation ("TxDOT"), proposes to make certain highway improvements on that section of the above -indicated highway; and WHEREAS, City of Fort Worth, ("Utility"), proposes to adjust or relocate certain of its facilities, if applicable, and retain title to any property rights it may have on, along or across, and within or over such limits of the highway right of way as indicated by the location map attached hereto. NOW, THEREFORE, in consideration of the covenants and acknowledgements herein contained, the parties mutually agree as follows: It is agreed that joint usage for both highway and utility purposes will be made of the area within the highway right of way limits as such area is defined and to the extent indicated on the aforementioned plans or sketches. Nothing in this Acknowledgement shall serve to modify or extinguish any compensable property interest vested in the Utility within the above described area. If the facilities shown in the aforementioned plans need to be altered or modified or new facilities constructed to either accommodate the proposed highway improvements or as part of Utility's future proposed changes to its own facilities, Utility agrees to notify TxDOT at least 30 days prior thereto, and to furnish necessary plans showing location and type of construction, unless an emergency situation occurs and immediate action is required. If an emergency situation occurs and immediate action is required, Utility agrees to notify TxDOT promptly. If such alteration, modification or new construction is in conflict with the current highway or planned future highway improvements, or could endanger the traveling public using said highway, TxDOT shall have the right, after receipt of such notice, to prescribe such regulations as necessary for the protection of the highway facility and the traveling public using said highway. Such regulations shall not extend, however, to requiring the placement of intended overhead lines underground or the routing of any lines outside of the area of joint usage above described. If Utility's facilities are located along a controlled access highway, Utility agrees that ingress and egress for servicing its facilities will be limited to frontage roads where provided, nearby or adjacent public roads and streets, or trails along or near the highway right of way lines which only connect to an intersecting road. Entry may be made to the outer portion of the highway right of way from any one or all access points. Where supports, manholes or other appurtenances of the Utility's facilities are located in medians or interchange areas, access from the through -traffic roadways or ramps will be allowed by permit issued by the State to the Utility setting forth the conditions for policing and other controls to protect highway users. In an emergency situation, if the means of access or service operations as herein provided will not permit emergency repairs as required for the safety and welfare of the public, the Utility shall have a temporary right of access to and from the through -traffic roadways and ramps as necessary to accomplish the required repairs, provided TxDOT is notified immediately when such repairs are initiated and adequate provision is made by Utility for the convenience and safety of highway traffic. Except as expressly provided herein, the Utility's rights of access to the through -traffic roadways and/or ramps shall be subject to the same rules and regulations as apply to the general public. If Utility's facilities are located along a non -controlled access highway, the Utility's rights of ingress and egress to the through -traffic roadways and/or ramps are subject to the same rules and regulations as apply to the general public. Initial Participation in actual costs incurred by the Utility for any future adjustment, removal or relocation of utility facilities required by highway construction shall be in accordance with applicable laws of the State of Texas. It is expressly understood that Utility conducts the new installation, adjustment, removal, and/or relocation at its own risk, and that TxDOT makes no warranties or representations regarding the existence or location of utilities currently within its right of way. The Utility and the State, by execution of this Acknowledgement , do not waive or relinquish any right that they may have under the law. The signatories to this Acknowledgement warrant that each has the authority to enter into this Acknowledgement on behalf of the party represented. IN WITNESS WHEREOF, the parties hereto have affixed their signatures. Owner: By: Printed Name: Title: Date: City of Fort Worth 244UtiName Authorized Signature S. Frank Crumb, P.E. Director,7'f ater Department / 4 / The State of Texas Executed and approved for the Texas Transportation Commission for the purpose and effect of activating and/or carrying out the orders, established policies or work programs heretofore approved and authorized by the Texas Transportation Commission. `I By: Donald C. Toner Jr. SR/WA Title: Director — Strategic Projects Right of Way Strategic Projects Division Texas Department of Transportation Date: OFFICIAL RECORD CITY SECRETARY ITT. WORTH, TX L* Initial Date Form ROW-U-JUAA-NTE Rev. 9/13/07 Replaces Forms D-15-24A and D-15-80A GSD-EPC Page 1 of 2 UTILITY JOINT USE ACKNOWLEDGEMENT REIMBURSABLE UTILITY ADJUSTMENT U-Number: 820-U-0506-0004 District: Forth Worth Highway: IH 35 / IH 820 County: Tarrant WHEREAS, the State of Texas, ("State"), acting by and through the Texas Department of Transportation ("TxDOT"), proposes to make certain highway improvements on that section of the above -indicated highway; and WHEREAS, City of Fort Worth, ("Utility"), proposes to adjust or relocate certain of its facilities, if applicable, and retain title to any property rights it may have on, along or across, and within or over such limits of the highway right of way as indicated by the location map attached hereto. NOW, THEREFORE, in consideration of the covenants and acknowledgements herein contained, the parties mutually agree as follows: It is agreed that joint usage for both highway and utility purposes will be made of the area within the highway right of way limits as such area is defined and to the extent indicated on the aforementioned plans or sketches. Nothing in this Acknowledgement shall serve to modify or extinguish any compensable property interest vested in the Utility within the above described area. If the facilities shown in the aforementioned plans need to be altered or modified or new facilities constructed to either accommodate the proposed highway improvements or as part of Utility's future proposed changes to its own facilities, Utility agrees to notify TxDOT at least 30 days prior thereto, and to furnish necessary plans showing location and type of construction, unless an emergency situation occurs and immediate action is required. If an emergency situation occurs and immediate action is required, Utility agrees to notify TxDOT promptly. If such alteration, modification or new construction is in conflict with the current highway or planned future highway improvements, or could endanger the traveling public using said highway, TxDOT shall have the right, after receipt of such notice, to prescribe such regulations as necessary for the protection of the highway facility and the traveling public using said highway. Such regulations shall not extend, however, to requiring the placement of intended overhead lines underground or the routing of any lines outside of the area of joint usage above described. If Utility's facilities are located along a controlled access highway, Utility agrees that ingress and egress for servicing its facilities will be limited to frontage roads where provided, nearby or adjacent public roads and streets, or trails along or near the highway right of way lines which only connect to an intersecting road. Entry may be made to the outer portion of the highway right of way from any one or all access points. Where supports, manholes or other appurtenances of the Utility's facilities are located in medians or interchange areas, access from the through -traffic roadways or ramps will be allowed by permit issued by the State to the Utility setting forth the conditions for policing and other controls to protect highway users. In an emergency situation, if the means of access or service operations as herein provided will not permit emergency repairs as required for the safety and welfare of the public, the Utility shall have a temporary right of access to and from the through -traffic roadways and ramps as necessary to accomplish the required repairs, provided TxDOT is notified immediately when such repairs are initiated and adequate provision is made by Utility for the convenience and safety of highway traffic. Except as expressly provided herein, the Utility's rights of access to the through -traffic roadways and/or ramps shall be subject to the same rules and regulations as apply to the general public. If Utility's facilities are located along a non -controlled access highway, the Utility's rights of ingress and egress to the through -traffic roadways and/or ramps are subject to the same rules and regulations as apply to the general public. Participation in actual costs incurred by the Utility for any future adjustment, removal or relocation of utility facilities required by highway construction shall be in accordance with applicable laws of the State of Texas. It is expressly understood that Utility conducts the new installation, adjustment, removal, and/or relocation at its own risk, and that TxDOT makes no warranties or representations regarding the existence or location of utilities currently within its right of way. The Utility and the State, by execution of this Acknowledgement , do not waive or relinquish any right that they may have under the law. The signatories to this Acknowledgement warrant that each has the authority to enter into this Acknowledgement on behalf of the party represented. IN WITNESS WHEREOF, the parties hereto have affixed their signatures. Owner: By: City of Fort Worth Utility Name r✓ v Authorized Signature Printed Name: S. Frank Crumb, P.E. Title: Director, Water Department Date: [2— L The State of Texas Executed and approved for the Texas Transportation Commission for the purpose and effect of activating and/or carrying out the orders, established policies or work programs heretofore approved and authorized by the Texas Transportation Commission. By: Donald C. Toner Jr. SR/WA Title: Director — Strategic Projects Right of Way Strategic Projects Division Texas Department of Transportation Date: rs� Initial Date T+s dTrmaPMNlon Form ROW-U-JUAA-NTE Rev. 9/13/07 Replaces Forms D-15-24A and D-15-80A GSD-EPC Page 1 of 2 UTILITY JOINT USE ACKNOWLEDGEMENT REIMBURSABLE UTILITY ADJUSTMENT U-Number: 820-U-0506-0004 District: Forth Worth Highway: IH 35 / IH 820 County: Tarrant WHEREAS, the State of Texas, ("State"), acting by and through the Texas Department of Transportation ("TxDOT"), proposes to make certain highway improvements on that section of the above -indicated highway; and WHEREAS, City of Fort Worth, ("Utility"), proposes to adjust or relocate certain of its facilities, if applicable, and retain title to any property rights it may have on, along or across, and within or over such limits of the highway right of way as indicated by the location map attached hereto. NOW, THEREFORE, in consideration of the covenants and acknowledgements herein contained, the parties mutually agree as follows: It is agreed that joint usage for both highway and utility purposes will be made of the area within the highway right of way limits as such area is defined and to the extent indicated on the aforementioned plans or sketches. Nothing in this Acknowledgement shall serve to modify or extinguish any compensable property interest vested in the Utility within the above described area. If the facilities shown in the aforementioned plans need to be altered or modified or new facilities constructed to either accommodate the proposed highway improvements or as part of Utility's future proposed changes to its own facilities, Utility agrees to notify TxDOT at least 30 days prior thereto, and to furnish necessary plans showing location and type of construction, unless an emergency situation occurs and immediate action is required. If an emergency situation occurs and immediate action is required, Utility agrees to notify TxDOT promptly. If such alteration, modification or new construction is in conflict with the current highway or planned future highway improvements, or could endanger the traveling public using said highway, TxDOT shall have the right, after receipt of such notice, to prescribe such regulations as necessary for the protection of the highway facility and the traveling public using said highway. Such regulations shall not extend, however, to requiring the placement of intended overhead lines underground or the routing of any lines outside of the area of joint usage above described. If Utility's facilities are located along a controlled access highway, Utility agrees that ingress and egress for servicing its facilities will be limited to frontage roads where provided, nearby or adjacent public roads and streets, or trails along or near the highway right of way lines which only connect to an intersecting road. Entry may be made to the outer portion of the highway right of way from any one or all access points. Where supports, manholes or other appurtenances of the Utility's facilities are located in medians or interchange areas, access from the through -traffic roadways or ramps will be allowed by permit issued by the State to the Utility setting forth the conditions for policing and other controls to protect highway users. In an emergency situation, if the means of access or service operations as herein provided will not permit emergency repairs as required for the safety and welfare of the public, the Utility shall have a temporary right of access to and from the through -traffic roadways and ramps as necessary to accomplish the required repairs, provided TxDOT is notified immediately when such repairs are initiated and adequate provision is made by Utility for the convenience and safety of highway traffic. Except as expressly provided herein, the Utility's rights of access to the through -traffic roadways and/or ramps shall be subject to the same rules and regulations as apply to the general public. If Utility's facilities are located along a non -controlled access highway, the Utility's rights of ingress and egress to the through -traffic roadways and/or ramps are subject to the same rules and regulations as apply to the general public. Initial Date Participation in actual costs incurred by the Utility for any future adjustment, removal or relocation of utility facilities required by highway construction shall be in accordance with applicable laws of the State of Texas. It is expressly understood that Utility conducts the new installation, adjustment, removal, and/or relocation at its own risk, and that TxDOT makes no warranties or representations regarding the existence or location of utilities currently within its right of way. The Utility and the State, by execution of this Acknowledgement , do not waive or relinquish any right that they may have under the law. The signatories to this Acknowledgement warrant that each has the authority to enter into this Acknowledgement on behalf of the party represented. IN WITNESS WHEREOF, the parties hereto have affixed their signatures. Owner: City of Fort Worth Utility Name By: Printed Name: Title: Date: Authorized Signature S. Frank Crumb, P.E. Director, Water Department The State of Texas Executed and approved for the Texas Transportation Commission for the purpose and effect of activating and/or carrying out the orders, established policies or work programs heretofore approved and authorized by the Texas Transportation Commission. By: Donald C. Toner Jr. SR/WA Title: Director — Strategic Projects Right of Way Strategic Projects Division Texas Department of Transportation Date: Initial Date Texas Department of Transportation DEWITT C. GREER STATE HIGHWAY BLDG. • 125 E. 11TH STREET • AUSTIN. TEXAS 78701-2483 • (512) 463-8585 July 14, 2011 COUNTY: Tarrant PROJECT: North Tarrant Expressway CSJ/LIMITS: 0008-14-093 IH 820, From West of IH 35W to SH 26 0364-01-119 SH 121, From IH 820 in Hurst to SH 183 in Bedford 0364-05-038 SH 183, From SH 121 in Bedford to FM 157 Ms. Belen Marcos Chief Executive Officer NTE Mobility Partners, LLC 9001 W. Airport Freeway Suite 600 North Richland Hills, TX 76180 RE: NTE Alternate Procedure (AP) — FHWA Approval Dear Ms. Marcos: The Texas Department of Transportation (TxDOT) has received authorization from the Federal Highway Administration (FHWA) to proceed with the revised Alternate Procedure (AP) list for utility agreements on the North Tarrant Expressway. The revised AP list was recently sent by your office to TxDOT for approval. Attached, please find the approved list approved by the FHWA on June 30, 2011. If you have any questions or require additional information, please feel free to contact me at (512) 531-5904. Donald C. Toner, Jr., SR/WA Director — Turnpike Right of Way Texas Turnpike Authority Division Attachment cc: Randy Redmond, P.E., DFW CDA Program Manager, TxDOT Theresa Lopez, NTE Project Manager, TxDOT Keith Sliger, TxDOT Jeremy Tyson, TxDOT Robert Burns, P.E., CH2M Hill Elizabeth T. Norris, Atkins REDUCE CONGESTION • ENHANCE SAFETY • EXPAND ECONOMIC OPPORTUNITY • IMPROVE AIR QUALITY PRESERVE THE VALUE OF TRANSPORTATION ASSETS An Equal Opportunity Employer 1 _ HYhway iH-820 & IH-35W From 1H.35W to SH-28 Alternate Procedure Request Revised 2011/06/13 NORTH TARRANT EXPRESS - CONCESSION CDA CCU 0008-14-058,. 0008.14-059 i ALTERNATE PROCEDURE LIST; Segment II IH•820 UTILITY OWNER WATER & SEWER SERVICES t - City of Fort Worth 2 City of Haltom City s City of North Richland Mils 4 _WATAUGA WATER SUPPLY e TRINITY RIVER AUTHORITY OiL & GAS 6 Atmos Energy 7 Barnett Gathering Texas Midstream Gas Services/ Chesapeake e Enemv Approximate Location ptation/Station to Station 1663+00 - 731+00, 588+00 - 670+00 1731+00 -847+00 847+00 - 1045+00 841+20 & 841+60 847+00-1046+00 580+00.650+00, 700+00.955+00 680+00, 681+00 - 959+00 680+00 - 955+00, 590+00 - 830+00 a Crosstex EneroV 580+00 - 618+00, 685+00 - 700+00 to Explorer Pipeline / previously CITGO1 1663+00 - 926+00 i1 Sunoco Angie crossing 955+00 12 Entemrtse Texas Pipeline 1 COMMUNICATIONS Above Net / previously MFN COMMUNICATIONS (Metropolitan Fiber 13 Network) 701+80, 700+00 - 723+00 14 AT&T 663+00 - 1100+00 16 Charter;romrqurilallons 701+00.1200+00, 925+00 Warner amer Cable/previously Comcast 16 Communications 863+00-1100+00 17 North Richland Hills ISD 846+90, 902400-914+00 1e Level 3 (incf Broadwinp, Looking Glass & Wit-Ts701+80, 700+00 - 723+00, 796+50 to Sprint 832+00 - 835+00, 847+00 Time Wemer Telecom / previously ESP IRE z0 COMMUNICATIONS 725+00 - 811+00, 925+00 21 Verizon Business 832+00 - 835+00, 847+00 22 Qwest Communications IELECTRi_C 23 ONCOR DisMbutfon/ TXU 663+00 - 967+50, 588 - 670+00 24 ONCOR Transmission/ TXU 878+00 - 890+00 'TOTAL ESTIMATED RELOCATION COST 1•-•--•- ROWCSJ 0008-14-093 ESTIMATED COST FOR RELOCATIONS!` 100 % of Relocation Cost 11.1111111.1/4 1111111110111. 11011.1111111. MIN OEM Note: Some Utilities may have been bou ht out by other entfies. In these cases we have trtefto in3icete the new end previous ownership to establish the order of succession for informational purposes only. Alternate Procedure Request Revised 2011/06/13 NORTH TARRANT EXPRESS - CONCESSION CDA Highway CCSJ 1 ROW CSJ SH-121: From IH-820 to SH-183ln Bedford 0364.01- 1 0364-01-119 $H-183: From SH-121 In Bedford to FM-157 0364.05.025 1 0364-05.638 _r, ,�-. ....-�. _- _._� _� :._� ./..,:,_•.. -_ .I..._ ._ P`::_ ...� - _�-._ ._. _... _�.�. .ill' .--: ALTERNATE PfjOCF URE L1STLSegment II, 183/121 1tl_TILITY OWNER WATER & SEWER SERVICES 1 City of Bedford 2 Citvof Euless 3 City of Hurst 4 TRINITY RIVER AUTHORITY 6 City of North Richland Hills OIL & GAS 6 Atmos Enemy 7 Explorer Pipeline / previously CITGO CQMMUNLCATIONS a IAT&T 9 {Charter Communications Time Wamer Cable/ previously Comcast 1p Communications 11 FiberLioht fPreviousty ACSI) 12 ITW Telecom of Texas 13 IVerizon ELECTRIC 14 ONCOR Distribution/ TXU Location Station/Stgtton to Station 1128+00 to 1278+00 11275+00-1325+00 11045+00 -1127400 1010+00,1295+50 967+00-1045+00 1955+00-1325+00 1960+00-1325+00 957+00-1325+00 967+00 -1200+00 955+00 - 1325+00 1000+00-1325+00 1281+00 to 1331+00 967+50 -1325+00 TOTAL ESTIMATED RELOCATION COST Grand Total Note 1: Some Utilities may have been bouglii oui by other males. in these case we �ave� orevious ownership to establish the order of successton f9T in(a , ppal gy p gs cot.: Note 2: Estimated costs shown are only for the portion of the relocation costs which Developer/Design-Build Contractor according to the CDA. Estimated Costs do not Include the the responsibility of the Utility Owners. 50% of ESTIMATED COST of Relocation (100% where applicable Easements exist) FOR REIr9CATIONS*1 rieZ to indicate the are the responsibT(((y of the portion of the costs which are